### SUWANNEE COUNTY BULLETIN NO. 66



### 279 Figure 143. Springs visited by FGS in Suwannee County.

### Branford Spring

Location – Lat. 29° 57’ 17.53” N., Long. 82° 55’ 42.27” W. (NE 1⁄4 NE 1⁄4 NE 1⁄4 sec. 20, T. 6 S., R. 14 E.). Branford Spring is located within Ivey Memorial Park in the city of Branford, 500 ft (152.4 m) southwest of the junction between US 27 and US 129 on the east side of the Suwannee River. The spring is just east of a dive/bait shop.
Description – Branford Spring is situated in a steep-sided depression along the east side ofthe Suwannee River. The spring pool is nearly circular and measures 90 ft (27.4m) in diameter north to south and 84 ft (25.6 m) east to west. There are small boils on the surface over at least two vents within the spring pool. The depth at the sampled vent measures 12.5 ft (3.8 m). The water is clear and has a blue-greenish hue. This spring has an abundance of long, filamentous algae covering nearly all substrates and waving in the currents. There is very little other aquatic vegetation. Its banks are nearly vertical, rising to approximately18 ft (5.5 m) above the water, and limestone is exposed in and around the spring. A wooden platform is built along the south and east banks. The shallow spring run travels approximately 100 ft (30.5 m) northward, then turns sharply west and flows 100 ft (30.5 m) into the Suwannee River. The spring run is sand-bottomed, and spills into the river over three consecutive man-made limestone walls. The walls are presumably intended to maintain water levels in the spring pool for swimming. Land around Branford Spring is developed into a city park.

Utilization – The spring is within a city park and is a popular local swimming hole. FLORIDA GEOLOGICAL SURVEY



### 280 Figure 144. Branford Spring (photo by T. Scott).

### Discharge

- All discharge rates are measured in ft 3

### /s.
May 15, 1927 12.4 (1) 

### March 15, 1932 8.85 (1) 

### April 26, 1956 8.52 (1) 

### November 17, 1960 29.8 (1) 

### November 3, 1972 29.2 (1) 

### July 21, 1997 24.53 (4) 

### July 10, 2002 6.63 (2) BULLETIN NO. 66



### 281 Dissolved Total Dissolved Total Field Measures Metals Temperature 22.0 Ca 71 74 74.7A DO 2.7 K 0.3 1.1A 1.1A pH 6.8 Na 2.3 3.9 3.9I Sp. Cond. 345 Mg 7 7.6A 7.7A Lab Analytes Al - - 26I BOD - - 0.97I As - 3U 3U Turbidity - - 0.4 B - - 15I Color 0 - 5.0 Cd - 0.5U 0.5U Alkalinity 150 - 198.0 Co - - 0.75U Sp. Cond. - 430.0 - Cr - 2U 2U TDS 241 - 241.0 Cu - 3.5U 3.5U TSS - - 4U Fe - 35U 37I Cl 6.0 - 6.1 Mn - 6.8A 7A SO4 22 - 21.0 Ni - 2U 2U F 0.1 - 0.088I Pb - 3U 5U Nutrients Ra-226 - - 0.3 TOC - - 3I Ra-228 - - 3.2 NO 3+ NO 2 as N 0.61 - 0.68 Se - 4U 4U NH 3+ NH4 - - 0.01U Sn - - 7U TKN - 0.12I 0.097I Sr 320 - 122A P - 0.052J 0.054 Zn - 1.5U 3U PO 4 - 0.054 - NO 3 2.6 - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 20.85 0.51 6.95 425 2002 2002 Analytes Analytes 1972 1972 Table 172. Branford Spring water quality analysis.

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ Bacteria Results (in #/100 mL) Table 173. Branford Spring bacteriological analysis.

### Ellaville Spring

Location

– Lat. 30° 23’ 04.08” N., Long. 83° 10’ 21.02” W. (SW 1⁄4 SW 1⁄4 NE 1⁄4 sec. 24, T. 1 S., R. 11 E.). Ellaville Spring enters the Suwannee River from the east approximately 13 miles (21 km) northwest of Live Oak. From the intersection of I-10 and US 90 northwest of Live Oak, travel about 5.7 miles (9.2 km) northwest on US 90 to just before the bridge over the Suwannee River. The Springs Fever website gives the following directions for accessing the spring from US 90: “turn right on the dirt road that cutssharply behind the agricultural inspection station on the north side of Highway 90. Turn left on a dirt/grass path just before the railroad tracks and drive about 150 feet toward the river. The spring will be 100 feet (30.5 m) tothe west (left).” It is surrounded by private property and can be accessed by traveling downstream from the boat ramp at the Suwannee River State Park approximately 0.3 miles (0.5 km), to just below the confluence of the Withlacoochee River. The spring run flows in from the east side of the river downstream from the railroad trestle.
Description – Ellaville Spring discharges from a cave system in the limestone banks of the Suwannee River. The small spring pool is approximately 6 ft (1.8 m) in diameter, and it has vertical limestone walls that reach heights of about 15 ft (4.6m) above water level. In April 2002, the spring water was tannic; however, the water normally is clear and bluish. The spring pool is situated about 80 ft (24.4 m) up an enlarged limestone fracture through which the spring run courses. The spring run is approximately 8 ft (2.4 m) wide and averages 8 ft(2.4 m) deep. Divers report that the spring depth reaches 150 ft (45.7 m) within an extensive cave system associated with Ellaville Spring. The cave system reportedly extends underneath the Suwannee River eventually connecting with Suwanacoochee Spring cave system.

Utilization

– The spring is undeveloped and located on private property that is adjacent to Suwannee River State Park property. It is a popular cave-diving location. FLORIDA GEOLOGICAL SURVEY



### 282 Figure 145. Ellaville Spring (photo by T. Scott).

### Discharge

- All discharge rates are measured in ft 3

### /s.
December 9, 1942 41.2 (1) 

### November 16, 1960 27.9 (1) 

### November 8, 1973 82 (1) 

### June 2, 1998 40.7 (4) BULLETIN NO. 66



### 283 Dissolved Total Dissolved Total Field Measures Metals Temperature 21.0 Ca 58 60.3 61.4 DO 1.5 K 0.5 0.65 0.65 pH 7.3 Na 2.5 6.9 7.0 Sp. Cond.

- Mg 12 8.7 8.8 Lab Analytes Al - - 11I BOD - - 0.2U As - 0.5U 0.75U Turbidity - - 0.10 B - - 16I Color 5 - 5U Cd - 0.025U 0.025U Alkalinity 170 - 171.0 Co - - 2U Sp. Cond. 356 350.0 - Cr - 2U 2U TDS 199 - 215.0 Cu - 3U 3U TSS - - 4U Fe - 22I 40U Cl 3.5 - 5.1 Mn - 22 22.3 SO4 10 - 21.0 Ni - 3.6U 2U F 0.1 - 0.14 Pb - 0.029I 0.1U Nutrients Ra-226 - - 0.4 TOC - - 1.6I Ra-228 - - 1.4U NO 3 + NO 2as N - - 0.39 Se - 0.84I 1U NH 3+ NH4 - - 0.01U Sn - - 5U TKN - 0.064I 0.06U Sr - - 82.0 P - 0.059 0.062 Zn - 2U 4U PO 4 - 0.059 - NO 3 --- A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 2002 Analytes Analytes 1973 1973

22.91 0.37 6.93 374 Table 174. Ellaville Spring water quality analysis.

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ Bacteria Results (in #/100 mL) Table 175. Ellaville Spring bacteriological analysis.

### Falmouth Spring

Location -Lat. 30° 21’ 40.19” N., Long. 83° 08’ 05.97” W. (NW 1⁄4 NW 1⁄4 NE 1⁄4 sec. 32, T. 1S., R. 12 E.). Falmouth Spring is 10 miles (16 km) northwest of Live Oak. From the intersection of I-10 and US 90 northwest of Live Oak, travel about 2.9 miles (4.7 km) northwest on US 90. Enter the Falmouth Spring Recreation Area at the SRWMD sign on the south(left) side of the road. The spring is west of the parking area and is accessed by an interpretive hiking path.
Description -Falmouth Spring is a karst window. At the head of the karst window, the pool measures 87 ft (26.5 m) north to south and 81 ft (24.7 m) east to west. The depth is 39 ft (11.9 m). The water discharges from a conical depression. The bottom is sand and limestone. Water is fairly clear, greenish with tiny suspended algal particles. The bottom and sides are thickly covered with dark green filamentous algae. There was no visible boil during the October 2001 visit. Limestone is exposed along sides. High sand banks rise steeply along the karst window to 25 to 30 ft (7.6 to 9.1 m) above water level. Surrounding high groundhas mixed hardwood and pine forest. The run flows 450 ft (137.2 m) northeast until disappearing into a siphon. The east side of the karst window has a wooden boardwalk leading down to spring and a foot path along the run. Rosenau et al. (1977) report an underwater cave in this karst window. FLORIDA GEOLOGICAL SURVEY



### 284 Figure 146. Falmouth Spring (photo by T. Scott).

### Utilization—Falmouth Springs is a park owned by SRWMD. Swimming is allowed.
Discharge - All discharge rates are measured in ft 3

### /s. A high river stage on the Suwannee River caused a reversal of flow at Falmouth Spring in February 1933. 1908 167 (1) 

### 1913 220 (1) 

### February 10, 1933 365 (1) 

### December 9, 1942 59.6 (1) 

### July 22, 1946 157 (1) 

### November 16, 1960 183 (1) 

### November 15, 1973 159 (1) 

### November 13, 2001 159 (4) BULLETIN NO. 66



### 285 Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature - 21.0 20.7 - Ca 65 53 63.1 62.3 DO - 1.6 1.28 - K 0.4 0.5 0.36 0.34 pH - 7.3 7.10 - Na 3.1 2.2 2.63 2.45 Sp. Cond. - 351 373 - Mg 9.2 12 9.1 8.8 Lab Analytes As - - 3 U 3 U BOD - 0 0.2 AU - Al - - - 75 U Turbidity - 1 0.3 - B - - 25 U - Color - 5 5U - Cd - - 0.75 U 0.75 U Alkalinity - 170 187 186 Co - - 0.75 U - Sp. Cond. - - 400 A - Cr - - 2 U 0.5 U TDS - - 210 - Cu - - 8.8 I 8.8 I TSS - - 4U - Fe - - 39 I 35 U Cl 4.0 3.4 4.1 4.1 Mn - - 9.3 7.5 SO4 9.5 9.5 11 11 Ni - - 1.5 U 1.5 U F - 0.0 0.12 0.12 Pb - - 5 U 4 U Nutrients Se - - 4 U 4 U TOC - 5.0 1.8 I - Sn - - 20 U - NO3 + NO2 - 0.70 0.39 0.41 Sr - 0.0 50 - NH3 + NH4 - - 0.01 U 0.01 I Zn - - 5 U 5 U TKN - - 0.088 I 0.086 IQ P - 0.04 0.038 A 0.036 PO4 - 0.04 0.033 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than the practical quantitation limit J=Estimated value Q=Exceeding holding time limit Analytes 1924 1973 2001 Analytes 1924 1973 2001

Analyte Value Escherichia coli 90

Enterococci 32 Fecal Coliform 74 Total Coliform 180

Bacteria Results (in #/100ml) Table 177. Falmouth Spring bacteriological analysis. Table 176. Falmouth Spring water quality analysis.

### Ichetucknee Head Spring See Ichetucknee Springs Group – Columbia County
Little River Spring

Location

– Lat. 29° 59’ 48.71” N., Long. 82° 57’ 58.74” W. (SW 1⁄4 NE 1⁄4 NE 1⁄4 sec. 1, T. 6 S., R. 13 E.). Little River Spring is located 3.5 miles (5.5 km) north of Branford. From the intersection of US 27 and US 129 in Branford, travel north on US 129 for 3.1 miles (5 km). Turn west (left) on CR 248 and travel 1.7 miles (2.7 km). The spring is located on the south (left) side of the road.
Description – The Little River Spring pool measures 108 ft (32.9 m) north to south and 93 ft (28.3 m) east to west. The depth over the vent is 11.0 ft (3.3 m). Limestone is exposed inthe pool, and there are areas covered by sand. Spring water issues from an elongated fracture in the limestone. The water is clear and greenish blue. Algae cover approximately half the area in the spring and run, and frequent swimming probably keeps the other half cleared. There is a sizeable boil over the vent near the center of the spring pool. The spring discharge flows through a 150 ft (45.7 m) long run southwesterly into the Suwannee River from the east. Steep, sandy banks rise to approximately 18 ft (5.5 m) above the spring, and the land becomes flat on top. A boardwalk leads from a dirt parking area on the northeast side down onto the exposed sandy shores near the spring. Land surrounding the spring is generally forested. An extensive cave system exists below this spring. Cave divers report that the cave system reaches depths of well over 100 ft (30.5 m). FLORIDA GEOLOGICAL SURVEY



### 286 Figure 147. Little River Spring (photo by R. Means)

### Utilization

– Little River Spring is located on SRWMD land and currently is being developed into a recreational area with campground and full facilities. The spring is popular for swimming and cave diving.
Discharge

- All discharge rates are measured in ft 3

### /s.
November 27, 1973 84.4 (1) 

### September 19, 1997 84.89 (4) BULLETIN NO. 66



### 287 Dissolved Total Dissolved Total Field Measures Metals Temperature 22.0 Ca 56 59A 61.1 DO 5 K 1 0.51 0.50 pH 7.3 Na 2.4 2.5A 2.3I Sp. Cond.

- Mg 9.5 7.2 7.5 Lab Analytes Al - - 10U BOD - - 2.2A As - 3U 3U Turbidity - - 0.10 B - - 11I Color 0 - 5U Cd - 0.5U 0.5U Alkalinity 160 - 163.0 Co - - 0.75U Sp. Cond. 352 360.0 - Cr - 2U 2U TDS 202 - 197.0 Cu - 3.5U 3.5U TSS - - 4U Fe - 35U 35U Cl 4.1 - 4.8 Mn - 0.5U 0.5U SO4 16 - 17.0 Ni - 2U 2U F 0 - 0.097I Pb - 3U 5U Nutrients Ra-226 - - 0.5 TOC - - 1U Ra-228 - - 2.1 NO 3 + NO 2as N - - 0.90 Se - 4U 4U NH 3+ NH4 - - 0.01U Sn - - 7U TKN - 0.06U 0.06U Sr 0 - 141.0 P - 0.023J 0.022A Zn - 1.5U 3U PO 4 - - 0.022 NO 3 --- A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 2002 Analytes Analytes 1973 1973

22.28 1.34 7.20 350

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ Bacteria Results (in #/100 mL) Table 178. Little River Spring water quality analysis.

Table 179. Little River Spring bacteriological analysis.

### Running Springs

Location

– Lat. 30° 06’ 16.07” N., Long. 83° 06’ 57.32” W. (SW 1⁄4 NE 1⁄4 SE 1⁄4 sec. 28, T. 4 S., R. 12 E.). Running Springs is located on private land, 4.3 miles (6.9 km) northeast of Mayo. From Mayo, drive 3.3 miles (5.3 km) north on SR 51 to the boat ramp. The spring runs flow in from the northeast side of the Suwannee River, 4.3 miles downstream (east) from the boat ramp on SR 51.
Description – Running Springs consist of a pair of separate spring areas (East Running Springs and West Running Springs) that discharge from small cavities at the base of an approximately 20 ft (6.1 m) high limestone bank on the northeastern side of the SuwanneeRiver. The two springs occur in depressions in the river bank that are separated by approximately 150 ft (45.7 m). East Running Springs was sampled for water quality and was approximately 2 ft (0.6 m) above the adjacent Suwannee River during the March 2002 visit. The spring pool is oblong and measures 70 ft (21.3 m) north to south and 50 ft (15.2 m) east to west. Its depth ranges from 2 to 6 ft (0.6-1.8 m). The pool bottom is sand and limestone. The water is clear and bluish. There is no aquatic vegetation, and algae occur on portions of the sand and limestone substrates. It has a short southwestward flowing run that is approximately 25 ft (7.6 m) long. The run cascades over a 2 ft (0.6 m) high limestone ledge into the river. East Running Springs has multiple boils within the northeast end of the pool.There are several spring rivulets emerging from the base of the high banks into the northeast end of the pool. There is another spring located in the Suwannee River that creates a prominent boil along the riverbank just 15 ft (4.6 m) upstream of the mouth of East Running Springs. Divers report this spring to be connected to the East Running Springs run through FLORIDA GEOLOGICAL SURVEY



### 288 Figure 148. East Running Springs (photo by R. Means).

### an underwater cavern. West Running Springs is smaller and has a run that is approximately 150 ft (45.7 m) long. The run flows southwestward under a small land bridge then into the river. Rosenau et al. (1977) report steep limestone walls, natural limestone bridges and numerous vents at these springs. The high ground above Running Springs harbors a mixed hardwood and pine forest with some private landscaping intended to reduce erosion.

Utilization

- The springs are undeveloped and on private property. Land access was recently closed by new landowners who are restoring the natural condition of the uplands surrounding the springs.
Discharge

- All discharge rates are measured in ft 3

### /s. November 27, 1973 (West Spring) 14.2 (1) 

### November 27, 1973 (East Spring) 62.8 (1) 

### July 30, 1997 22.44 (4) 

### July 9, 2002 28.12 (2) BULLETIN NO. 66



### 289 Dissolved Total Dissolved Total Field Measures Metals Temperature 21.5 Ca 48 52.1 51.5 DO 2.5 K 0.5 0.38 0.36 pH 7.3 Na 2.1 2.6 2.6I Sp. Cond. Mg 17 14.7 14.5 Lab Analytes Al - - 10U BOD - - 0.2U As - 3U 3U Turbidity - - 0.05U B - - 10I Color 0.0 - 5U Cd - 0.5U 0.5U Alkalinity 160.0 - 169.0 Co - - 0.75U Sp. Cond. 351 370.0 - Cr - 2U 2U TDS 181.0 - 204.0 Cu - 3.5U 3.5U TSS - - 4U Fe - 35U 35U Cl 3.3 - 4.7 Mn - 0.5U 0.5U SO4 13.0 - 19.0 Ni - 2U 2U F 0.1 - 0.17 Pb - 3U 5U Nutrients Ra-226 - - 0.4 TOC - - 1U Ra-228 - - 1.6 NO 3 + NO 2as N - - 2.30 Se - 4U 4U NH 3+ NH4 - - 0.01U Sn - - 7U TKN - 0.075I 0.06U Sr 0 - 56.5 P - 0.04J 0.040 Zn - 1.5U 4U PO 4 - 0.035

- NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 22.10 1.23 7.12 376 2002 2002 Analytes Analytes 1973 1973 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ Bacteria Results (in #/100 mL) Table 180. Running Springs bacteriological analysis.

Table 181. Running Springs water quality analysis.

### Suwannee Springs

Location

– Lat. 30° 23’ 40.12” N., Long. 82° 56’ 04.34” W. (SE 1⁄4 SW 1⁄4 SE 1⁄4 sec. 17, T. 1S., R. 14 E.). Suwannee Springs flow into the Suwannee River from the southwest approximately 7.5 miles (12.1 km) northeast of Live Oak. From the I-10 and US 129 intersectionnorth of Live Oak, travel north on US 129 approximately 4.3 miles (6.9 km). Turn northeast (right) on old US 129 at the solid waste collection site. Travel 0.5 miles (0.8 km) and turn east (right) on a graded road that leads to the spring parking area.
Description – At least six springs comprise Suwannee Springs. All are clustered in a sandy 100 ft (30.5 m) stretch at the base of a 35 ft (10.7 m) high bank along the south side of the Suwannee River. The main spring, which was sampled for water quality, is within the rock walls of a late 1800’s bath house. The spring pool measures 17 ft (5.2 m) north to south and 25 ft (7.6 m) east to west. The depth near the vent on the south side of the pool is 7.8 ft (2.4 m). Limestone is exposed in the vents and sand covers a large part of the spring pool. Clear, yellow-greenish water is pooled behind the wall and spills out through an opening at the base over algae–covered limestone boulders into the tannic Suwannee River. Algae are abundant in the pool. The spring water exudes a sharp odor of hydrogen sulfide. On the east side of the pool, wooden stairs lead down from a parking lot into the spring. Water levels of both the spring and river were very low in August 2002. The stairs were 10 ft (3 m) above the water level. Remains of the old US 90 bridge over the river are just upstream. Land along the river is forested with hardwoods and pines. FLORIDA GEOLOGICAL SURVEY



### 290 Figure 149. Suwannee Springs (photo by R. Means).BULLETIN NO. 66



### 291 Dissolved Total Field Measures Temperature - 21.5 21.0 DO

- - 4.5 pH - 7.5 7.5 Sp. Cond.

- - - Lab Analytes BOD

- - - - 0.48I Turbidity

- - - - 0.45 Color - 15 10 - 10.0 Alkalinity - 140 150 - 149 Sp. Cond. - 330 333 305.0 - TDS

- - 199 - 181.0 TSS

- - - - 4U Cl 7 7 5.3 - 4.6 SO4 27 18 17 - 7.4 F 0.2 0.1 - 0.170 Nutrients TOC

- - - - 3I NO 3 + NO 2 as N

--- - 0.004U NH 3+ NH4 - - - - 0.170 TKN

- - - 0.2I 0.25 P

- - - 0.14A 0.150 PO 4 - - - 0.14 - NO 3 --- - - Metals Ca 53 53 48 54.1A 54.2 K 0.6 0.4 1 0.41A 0.44A Na 5.5 4 4.2 3.12A 3.04 Mg 12 7.2 11 5.3A 5.4 Al - - - -5 U As

- - - 3U 3U B -

- - - 9.1I Cd

- - - 0.5U 0.5U Co - - - -1 U Cr

- - - 2U 2U Cu

- - - 1U 2U Fe

- - - 19I 20I Mn

- - - 14.3A 14.2 Ni

- - - 1U 1.5U Pb

- - - 5U 5U Ra-226

- - - - 0.5 Ra-228

- - - - 1U Se

- - - 5U 7U Sn

- - - - 20U Sr

- - 0 - 53.9 Zn

- - - 4.6U 2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes

306 21.26 0.35 7.03 1973 1966 1924 Table 182. Suwannee Springs water quality analysis.

### Utilization

– In the late 1800’s the springs were a popular bathing area, health spa and tourist destination. Today, the spring is located on SRWMD land with public recreation and interpretive areas.
Discharge - All discharge rates are measured in ft 3

### /s.
Average for 1906-1973 23.4 (1) 

### (52 measurements) Min (April 25, 1956) 2.35 (1) 

### Max (June 4, 1964) 71.5 (1) 

### June 24, 1997 14.07 (4) FLORIDA GEOLOGICAL SURVEY



### 292 Analyte Value Enterococci 1AK Fecal Coliform 1A Bacteria Results (in #/100 mL) Table 183. Suwannee Springs bacteriological analysis.

### Telford Spring

Location

– Lat. 30° 06’ 25.38” N., Long. 83° 09’ 56.66” W. (NE 1⁄4 NE 1⁄4 SE 1⁄4 sec. 25, T. 4 S., R. 11 E.). Telford Spring is located on the west bank of the Suwannee River, 4 miles(6.4 km) north of Mayo. The spring is surrounded by private land but was open to the public in April 2002. From the intersection of US 27 and SR 51 in Mayo, drive north on SR 51 for 4.8 miles (7.7 km), crossing over the Suwannee River, and turn east (right) at the flashing lights at Luraville Road in Luraville. From Luraville, turn south (right) onto the first graded road and travel 0.9 miles (1.5 km) to a fork in the road, just before the river. At the fork, turn right and travel 0.1 miles (0.2 km) to the spring. The left fork leads to the boat launching ramp.
Description – Telford Spring is situated along the east side of the Suwannee River at the head of a cove surrounded by steep sandy banks. The spring emerges from two caves within scalloped limestone whose passages connect underneath a 5 ft (1.5 m) by 7 ft (2.1m) wide natural limestone bridge. The natural bridge over the spring was about 1 ft (0.3 m) higher than water level in April 2002. The main pool measures 66 ft (20.1 m) north to south and 51 ft (15.5 m) east to west and has a prominent boil. The maximum depth of the spring pool is 11.3 ft (3.4 m) over the vent. The spring and its run have a sand and limestone bottom. The water color is greenish and clear. Algae are sparse and there is virtually no aquatic vegetation. The short, shallow, 1 ft (0.3 m), spring run flows approximately 75 ft (22.9 m) into the dark, tannic waters of the Suwannee River. Land on the 12-15 ft (3.7-4.6 m) high, eroded banks supports a densemixed hardwood/pine forest and there is a large unpaved parking area around the perimeter of the spring pool. A sinkhole with a clear water pool is located 150 ft (45.7 m) north of the spring across the sand access road. Spring water levels are directly tied to Suwannee River fluctuations.

Utilization

- Telford Spring is surrounded by private lands and is a heavily used local recreation area.
Discharge

- All discharge rates are measured in ft 3

### /s. May 14, 1927 35.1 (1) 

### December 12, 1941 28.0 (1) 

### May 29, 1942 48.2 (1) 

### November 17, 1960 53.5 (1) BULLETIN NO. 66



### 293 Figure 150. Telford Spring (photo by R. Means).

### November 21, 1973 33.8 (1) 

### September 17, 1997 31.15 (4) FLORIDA GEOLOGICAL SURVEY



### 294 Dissolved Total Dissolved Total Field Measures Metals Temperature 21.0 Ca 52 57 56.9 DO 3 K 0.4 0.63 0.61 pH 7.4 Na 2.3 3.4I 3.4I Sp. Cond.

- Mg 24 16.7 16.5 Lab Analytes Al

- - 50U BOD

- - 0.34I As

- 3U 3U Turbidity

- - 0.30 B -

- 12I Color 5

- 5U Cd - 0.5U 0.5U Alkalinity 170 - 171 Co - - 0.75U Sp. Cond. 423 440.0 - Cr

- 2U 2U TDS 244 - 244.0 Cu

- 3U 3U TSS

- - 4U Fe - 25U 25U Cl 4.0

- 5.7 Mn

- 4.4 5.0 SO4 42 - 46.0 Ni - 2U 2U F 0 - 0.190 Pb

- 3U 5U Nutrients Ra-226

- - 0.3 TOC

- - 1.9I Ra-228

- - 0.9U NO 3 + NO 2 as N

- - 1.80 Se - 4U 4U NH 3+ NH4 - - 0.02I Sn - -7 U TKN - 0.09I 0.082I Sr 0 - 205 P - 0.058 0.063 Zn - 3.2U 3U PO 4 - 0.054 - NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes Analytes 2002 1973 1973

428 21.22 0.96 7.09 Table 184. Telford Spring water quality analysis.

Analyte Value Enterococci 1K Fecal Coliform 1K

Bacteria Results (in #/100 mL) Table 185. Telford Spring bacteriological analysis.

### TAYLOR COUNTY BULLETIN NO. 66



### 295 Figure 151. Springs visited by FGS in Taylor County.

### Nutall Rise

Location—Lat. 30° 09’ 01.73” N., Long. 83° 57’ 47.82” W. (NE 1⁄4 NW 1⁄4 SE 1⁄4 sec. 7, T. 4 S., R. 4 E.). Nutall River Rise is located on the Aucilla River approximately 28 miles (45.1 km) southeast of Tallahassee. The river rise is surrounded by private property and is best accessed from a public boat ramp off US 98. From the intersection of Capital Circle (US 319) and SR 363 (Woodville Highway) travel south 13.2 miles (21.2 km) to US 98. Head east (left) on US 98 for approximately 16.1 miles (25.9 km) to the bridge over the Aucilla River. Immediately after crossing the Aucilla River, turn north (left) on dirt road marked with a public boat ramp sign. The river rise is located approximately 0.6 miles (1 km) upstream from the boat ramp.
Description

- The Aucilla River emerges from underground at Nutall Rise and begins its laststretch unimpeded toward the Gulf of Mexico. The spring pool measures 220 ft (67 m) northwest to southeast and 282 ft (86 m) northeast to southwest. Pool depth is 53 ft (16.2 m) measured near the vent. The water is typically tannic but can become clear during droughts. There is some emergent vegetation around the pool perimeter, including an occasional waterhyacinth mat. The surrounding land is relatively low-lying, with live oak and mixed hardwoods. There is a large dolostone quarry located to the north about 0.6 miles (1 km).

Utilization -The entire perimeter of the river rise is bordered by trailers, docks and houses.
Discharge -December 19, 2001: 360 ft 3

### /s (2) FLORIDA GEOLOGICAL SURVEY



### 296 Figure 152. Nutall Rise (photo by R. Means).BULLETIN NO. 66



### 297 Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature 21.3 - Ca 49.8 49 DO 6.4

- K 0.5 0.5 pH 7.5

- Na 4.61 4.65 Sp. Cond. 338 - Mg 11.1 10.9 Lab Analytes As 3 U 3 U BOD 0.2 AU - Al - 75 U Turbidity 0.9

- B 30 U - Color 20

- Cd 0.75 U 0.5 U Alkalinity 155 154 Co 0.75 U - Sp. Cond. 340 - Cr 0.7 U 0.5 U TDS 196 - Cu 2 U 2 U TSS 4 U - Fe 299 193 Cl 7.6 8.1 Mn 33.4 24.5 SO 4 

### 14 14 Ni 1.5 U 1.5 U F 0.15 0.14 Pb 5 U 3 U Nutrients Se 3.5 U 3.5 U TOC 5.1

- Sn 7 U - NO3 + NO2 0.029 0.028 Sr 76.1 - NH3 + NH4 0.026 0.022 Zn 4 U 3.5 U TKN 0.29 J 0.22 A P 0.047 0.039 PO 4 

### 0.033 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value less than practical quantitation limit J=Estimated value Q=exceeding holding time limit Analytes 2001 Analytes 2001 Table 186. Nutall Rise water quality analysis.

Analyte Value Escherichia coli 19AQ

Enterococci 38AQ Fecal Coliform 23AQ Total Coliform 225AQ Bacteria Results (in #/100 mL) Table 187. Nutall Rise bacteriological analysis.

### Waldo Spring

Location

– Lat. 30° 02’ 57.04” N., Long. 83° 37’ 47.74” W. (NW 1⁄4 SW 1⁄4 NE 1⁄4 sec. 16, T. 5 S., R. 7 E.). Waldo Spring is 5.2 miles (8.4 km) southeast of Perry. The spring is locatedbehind a locked gate on a road surrounded by private timber company land and is currently not accessible to the public.
Description – Waldo Spring pool measures 60 ft (18.3 m) north-south and 132 ft (40.2 m) east-west. The maximum depth is 8 ft (2.4 m) at a spring vent near the southern shore. Rosenau et al. (1977) report a limestone floor in the spring pool. Murky, blue-greenish water discharges from the spring vent. The pool surface has large floating brown algae mats. Algae-covered aquatic vegetation occurs within the spring pool. The narrow and heavily canopied spring run flows 200 ft (61 m) northeast into the Fenholloway River from thesouth. The land surrounding the spring is planted pine flatwoods, with some areas recently clearcut. Live oak trees and grassy banks border the south and west sides of the springpool. Large limestone boulders form a ring around the pool area, preventing cars from driving directly up to the spring banks. A large sand parking area and dirt access road are beyond to the south.

Utilization

- Waldo Spring is surrounded by privately-owned timber company land. It was until recently a popular local swimming hole, but is currently inaccessible due to a lockedgate at the Golf Course Rd. entrance. In addition to logging operations, the land surrounding the spring is leased by a hunt club. FLORIDA GEOLOGICAL SURVEY



### 298 Figure 153. Waldo Spring (photo by R. Means).

### Discharge

– No discharge rate is available. BULLETIN NO. 66



### 299 Dissolved Total Field Measures Temperature 21.0 21.0 DO

- - pH 7.3 7.1 Sp. Cond.

- - Lab Analytes BOD

- - - 0.2AU Turbidity

- - - 4.2 Color

- 5 - 20.0 Alkalinity - 200

- 225 Sp. Cond.

- 415 426.0 - TDS

- 225 - 238.0 TSS

- - - 4U Cl 5.0 5.0

- 4.9 SO4 9.6 8.8

- 5.7 F - 0.3 - 0.21 Nutrients TOC - - - 3.2I NO 3 + NO 2 as N - 0 - 0.007I NH 3 + NH4 - - - 0.089 TKN

- - 0.14I 0.18I P

- - 0.082 0.077 PO 4 - - 0.08 - NO 3 - - - - Metals Ca 52 52 60.8 57.4 K - 0.1 0.14 0.14 Na

- 2.9 3.1 3.61 Mg 20 18 23.9 23.1 Al

- - - 10U As

- - 8U 7U B -

- - 14I Cd

- - 0.5U 0.5U Co - - -2U Cr

- - 2U 2U Cu

- - 5U 3U Fe

- - 1180 1170 Mn

- - 44.2 43.8 Ni

- - 2U 2U Pb

- - 5U 12U Ra-226

- - - 0.5 Ra-228

- - - 0.9U Se

- - 8U 15U Sn

- - - 11U Sr

- 50

- 54 Zn

- - 5.6I 6.2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2003 Analytes

458 21.95 0.26 7.09 1972 1946 Table 188. Waldo Spring water quality analysis.FLORIDA GEOLOGICAL SURVEY



### 300 Analyte Value Enterococci 4B Fecal Coliform 1K

Bacteria Results (in #/100 mL) Table 189. Waldo Spring bacteriological analysis.BULLETIN NO. 66



### 301 UNION COUNTY

Figure 154. Spring visited by FGS in Union County.

Spring description provided on the enclosed CD.

### VOLUSIA COUNTY FLORIDA GEOLOGICAL SURVEY



### 302 Figure 155. Springs visited by FGS in Volusia County.

### DeLeon Spring

Location

– Lat. 29° 08’ 03.41” N., Long. 81° 21’ 45.89” W. (SW 1⁄4 SE 1⁄4 SW 1⁄4 sec. 16, T. 16 S., R. 29 E.). DeLeon Spring is located within DeLeon Springs State Park, 8 miles (13 km) northeast of Deland. From the junction of US 17 and US 92 in Deland, travel 5.9 miles (9.5 km) north on US 17. Turn west (left) on paved road marked by sign for DeLeon Springs State Park (Ponce DeLeon Boulevard) and travel 1.1 miles (1.8 km) to the park entrance.
Description – DeLeon Spring is situated in a circular, conical depression measuring 189 ft (57.6 m) north to south and 168 ft (51.2 m) east to west. The maximum pool depth measures 28.0 ft (8.5 m) over the vent. The bottom is sand, except at the vent where some limestone is exposed. A single vent issues water from the center of the pool. The water is clear with a light greenish color. There was a visible boil over the vent during January 2002. There are patches of algae on the bottom and suspended algal filaments and particles in the water. No other aquatic vegetation is present in the spring pool. A concrete wall with numerous access ladders and a concrete sidewalk encircle the spring pool. The spring outflow pours through a concrete weir on the west side of the spring pool, then down a 3 ft (0.9 m) drop into the wide, natural spring run. From here, the spring run flows approximately 0.25 miles (0.4 km) westward into Lake Woodruff from the northeast. To the south and east of the spring, high ground gently slopes to approximately 6 to 8 ft (1.8 to 2.4 m) above the spring water level. To the north and west are swampy, forested lowlands of Lake Woodruff and the St. Johns River system. Surrounding land is developed and landscaped as part of the state park. Divers report a small underwater cave at DeLeon Spring (Rosenau et al., 1977). BULLETIN NO. 66



### 303 Figure 156. DeLeon Spring (photo by T. Scott).FLORIDA GEOLOGICAL SURVEY



### 304 Dissolved Total Field Measures Temperature - - 2 3 22 D O

---- pH

- 7.4 8.1 8 Sp. Cond.

---- Lab Analytes BOD

- - - 0.02 - - Turbidity

----- 0.15 Color

- 0 5

- - 5U Alkalinity - - 100 - - 121 Sp. Cond. - 1030 570 - 790.0 - TDS 1260 541 326 - - 415 TS S - - - - -4U Cl 620 230 110 - - 150 SO4 93 35 18 - -2 8 F

- 0 0.2

- - 0.09I Nutrients TOC

- - - 0 - 1.1I NO 3 + NO 2as N

- - - 0.1 - 1.30 NH 3+ NH4 --- - - 0.030 TKN ---- 0.23 0.28 P

---- 0.057 0.065 PO 4 --- 0.04 0.059 - NO 3 1.1 0.8

- 0.4

- - Metals Ca 64 44 39 - 49.3 50.8 K 330 4 3 - 4.4 4.40 Na 330 120 60 - 83.9 86.2 Mg 44 17 9.7 - 13.1 13.4 Al - - - - -20U A s - - - 03 U 3 U B ----- 48I Cd

- - - 0 0.5U 0.5U Co -

- - 0 - 0.75U Cr - - - 02U 2U Cu

- - - 0 3.5U 3.5U Fe 150 60

- 0 35U 35U Mn

- - - 10 1.3I 1.4I Ni - - - -2U 2U Pb - - - 03 U 5 U Ra-226 - - - - -0

. 5 Ra-228

----- 0.9U S e - - - -4U 4U S n - - - - -1 0U S r

----- 358.0 Zn

- - - 10 1.5U 2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes

22.93 4/12/1972 3/2/1972 1946 1923

0.46 7.14 803 Table 190. DeLeon Spring water quality analysis.

### Utilization

– The spring is within DeLeon State Park which has full facilities.
Discharge

– All discharge rates are measured in ft 3

### /s.

Average for 1929-1975 30.8 (1) 

### (87 measurements) Min (March 7, 1932) 20 (1) 

### Max (April 23, 1946) 42 (1) 

### Average for 1990 21.24 (6) 

### (6 measurements) Average for 1995 22.98 (6) 

### (4 measurements) Average for 2000 20.20 (6) 

### (5 measurements) Mean 1929-2000 27.2 (6) 

### (244 measurements) BULLETIN NO. 66



### 305 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 191. DeLeon Spring bacteriological analysis.

### Volusia Blue Spring

Location -Lat. 28° 56’ 50.94” N., Long. 81° 20’ 22.52” W. (NW 1⁄4 NW 1⁄4 NE 1⁄4 sec. 8, T. 18 S., R. 30 E.). Volusia Blue Spring is 6 miles (9.7 km) southwest of Deland in Blue Spring State Park. From the junction of US 17/92 and SR 44 in Deland, travel 5.3 miles (8.5 km)south on US 17/92. Turn west (right) on CR 4142 (French Avenue) in Orange City and continue 2.5 miles (4.0 km) to Blue Spring State Park. Follow the park road to the spring parking area. The spring is at the head of Blue Spring Run about .25 miles (0.4 km) north of the parking area and is accessed by an elevated wooden boardwalk along the east bank of the spring run.
Description -Volusia Blue Spring has a circular spring pool in a conical depression with a notable boil in the center. The spring pool measures 135 ft (41.1 m) north to south and 105 ft (32 m) east to west. The depth of the spring measured over the vent is 20 ft (6.1 m). Thebottom of the spring is limestone and sand. The vent is an elongated fissure in the limestone. The water is clear and blue with a greenish tinge. Algae are ubiquitous in the spring and its run. No other aquatic vegetation was observed during the October 2001 visit. The spring has steep sandy banks that rise to approximately 15 to 20 ft (4.6 to 6.1 m) abovewater level. The spring run also has steep sandy banks and flows south and west approximately 2,034ft (6 20 m) to the St. Johns River through dense hardwood and palm forest. A limited underwater cave system has been mapped at Volusia Blue Spring.

Utilization -The spring and its surroundings are owned and managed by the State of Florida. Manatees frequent the spring run during the winter months. It is an excellent FLORIDA GEOLOGICAL SURVEY



### 306 Figure 157. Volusia Blue Spring (photo by T. Scott).

### place for nature study, swimming, scuba diving, and canoeing. Camping and hiking also are permitted in the park. Full facilities are available.
Discharge - All discharge rates are measured in ft 3

### /s.
Average 1932 – 1974 162 (1) 

### (360 measurements) Maximum (November 1, 1960) 214 (1) 

### Minimum (November 6, 1935) 63 (1) 

### November 24, 2001 87 (7) BULLETIN NO. 66



### 307 Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature 23.0 23.0 23.0 23.1 - Ca 76 52 59 63.5 J 63.2 DO - - - 0.45 - K 13.0 5.5 7.4 6.8 6.9 pH 7.6 7.5 7.8 7.21 - Na 419 128 260 167 170 Sp. Cond. 2840 1060 1800 1402 - Mg 51 20 29 23 23.1 Lab Analytes As - - 0 3 U 3 U BOD - - 0.3 0.34 I - Al - - - - 75 U Turbidity --- 2- B - - - 76 I - Color 5 0 0 5U - Cd - - 2 0.75 U 0.75 U Alkalinity - 105 121 142 143 Co - - 0 0.75 U - Sp. Cond. - - - 1400 - Cr

--- 2U 2U TDS - - - 744 A - Cu - - 20 2.5 U 2.5 U TSS - - - 4U - Fe 70 - 70 35 U 35 U Cl 780 245 440 340 340 Mn - - 0 2.1 2 SO 4 110 37 66 54 52 Ni

--- 2U 2U F 0.0 0.2 0.2 0.077 I 0.074 I Pb - - 1 5 U 4 U Nutrients Se

--- 4U 4U TOC - - 1.7 I - Sn

--- 10U - NO3 + NO2 - - 0.05 0.64 0.62 Sr - - 1100 827 - NH3 + NH4 - - - 0.027 0.04 Zn - - 20 5 U 5 U TKN - - - 0.14 I 0.2 I P - - 0.07 0.067 0.064 PO 4 - - - 0.063 - 1960 1972

I=Value is less than the practical quantitation limit J=Estimated value Q=Exceeding holding time limit 1972 2001

A=Average value U,K=Compound not detected, value shown is the method detection limit 2001 Analytes 1946 1960 Analytes 1946 Table 192. Volusia Blue Spring water quality analysis.

Analyte Value Escherichia coli 1 KQ

Enterococci 1 KQ Fecal Coliform 1 KQ Total Coliform 1 KQ

Bacteria Results(in #/100ml) Table 193. Volusia Blue Spring bacteriological analysis.

### WAKULLA COUNTY FLORIDA GEOLOGICAL SURVEY



### 308 Figure 158. Springs visited by FGS in Wakulla County.

### Cray’s Rise

Location – Lat. 29° 59’ 22.20” N., Long. 84° 24’ 28.80” W. (SW 1⁄4 SE 1⁄4 NW 1⁄4 sec. 2, T. 6 S., R. 2 W.). Cray’s Rise is located within the St. Mark’s National Wildlife Refuge and flows into the north side of Ochlocknee Bay approximately 1 mile (1.6 km) downstream from the mouth of the Sopchoppy River. From the intersection of US 98 and CR 372 (Surf Road) drive west 1.7 miles (2.7 km) to a bridge over Cray’s Rise run. There is a marina at the bridge. The spring vent is 1,950 feet (594.4 m) upstream from the bridge.
Description – Cray’s Rise spring pool measures 225 ft (68.6 m) north to south and 333 ft (101.5 m) east to west. The spring measures 39.0 ft (11.9 m) deep over the center. The depression profile beneath the water surface is steep-sided and deep with some limestone exposed at the bottom. Cray’s Rise was tea-colored in March 2002, and a prominent boil was visible on the surface in the center of the pool. A thin strip of black needle rush exists around the pool perimeter, indicating a low-energy, brackish environment. The spring run is comma-shaped and runs east, then south for a total distance of approximately 1,800 ft (548.6 m). Three days before the sampling visit, a regional 8 inch (20 cm) rain resulted in the flooding of the Ocklockonee and Sopchoppy Rivers. The sampling crew visited Cray’sRise twice during February 2002, but could not sample either time. During these prior visits, the spring had only a slightly noticeable boil and murkier water. The surroundings are low-lying pristine pine flatwoods of the St. Marks National Wildlife Refuge. It is suspected that Cray’s Rise is the re-emergence of a subterranean portion of either the Ocklockonee or the Sopchoppy River. BULLETIN NO. 66



### 309 Figure 159. Cray's Rise (photo by R. Means).

### Utilization

– Cray’s Rise is undeveloped and pristine.
Discharge – Discharge rates are measured in ft 3

### /s.
March 21, 1972 82.1 (1) 

### March 5, 2002 164 (2) FLORIDA GEOLOGICAL SURVEY



### 310 Dissolved Total Dissolved Total Field Measures Metals Temperature 21 Ca 120 167A 157 DO

- K 72 118A 116 pH 7.5 Na 2000 3140A 3260 Sp. Cond.

- Mg 250 391A 391 Lab Analytes Al - - 100I BOD - - 0.2AU As - 3U 3U Turbidity - - 1.1 B - - 1270 Color 65 - 60.0 Cd - 0.5U 0.5U Alkalinity 85 - 100.0 Co - - 0.75U Sp. Cond. 11200 18000.0 - Cr - 2U 2U TDS 6600 - 10500.0 Cu - 3.5U 3.5U TSS - - 8I Fe 230A 290 Cl 3600 - 5200.0 Mn - 20.9A 21.2 SO4 520 - 790.0 Ni - 2U 2U F 0.5 - 0.26 Pb - 3U 5U Nutrients Ra-226 - - 3.4 TOC - - 7.1 Ra-228 - - 11.6 NO 3 + NO 2as N 0.18 - 0.12 Se

- 4U 4U NH 3 + NH4 - - 0.12 Sn - - 10U TKN - 0.47 0.46 Sr - - 2290 P - 0.086 0.074 Zn - 30U 30U PO 4 - 0.075 - NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 20.17 0.56 6.95 17200 2002 2002 Analytes Analytes 1972 1972 Table 194. Cray's Rise water quality analysis.

Analyte Value Enterococci 1K Fecal Coliform 1K

Bacteria Results (in #/100 mL) Table 195. Cray's Rise bacteriological analysis.

### Newport Spring

Location – Lat. 30° 12’ 45.70” N., Long. 84° 10’ 42.56” W. (SE 1⁄4 NE 1⁄4 NE 1⁄4 sec. 24, T. 3 S., R. 1 E.). Newport Spring is located approximately 17 miles (27 km) southeast of Tallahassee near the community of Newport. From the intersection of US 319 (Capital Circle Southeast) and SR 363 (Woodville Highway) in Tallahassee, head south on SR 363 (Woodville Highway) approximately 13.2 miles (21.2 km) to the intersection of US 98 and SR 363 (Woodville Hwy). Head east (left) on US 98 for approximately 2.2 miles (3.5 km) to Newport. From US 98 in Newport, just west of the St. Marks River Bridge, travel north (left) on Old Plank Road 0.9 miles (1.5 km). The spring is on the east (right) side of the road.
Description – Newport Spring emerges from a vent at the base of a concrete wall along the east side of Old Plank Road. The spring pool measures 50 ft (15.2 m) north to south and 100 ft (30.5 m) east to west (Rosenau et al., 1977). The spring is 6 ft (1.8 m) deep near the vent. The bottom is sand and detritus. Limestone is exposed near the vent. The spring water is yellow-greenish and has a sharp odor of hydrogen sulfide. The walls and pool substrates arethickly coated with algae and iron-reducing bacteria. There is a small boil on the spring surface just out from the wall on the west side of the spring, underneath a rope swing. An old abandoned house is situated to the south approximately 300 ft (91.4 m) from the spring. An old water extraction pipe leads into the spring from the house. The spring pool is under a BULLETIN NO. 66



### 311 Figure 160. Newport Spring (photo by T. Scott).

### live oak canopy. The spring run flows east approximately 0.5 miles (0.8 km) into the St. Marks River. Approximately 600 ft (182.9 m) downstream from Newport Spring, a small, clear water, limestone-bottomed spring-fed stream comes in on the north side. NewportSpring Run is swift flowing over a sand and limestone bottom with abundant native aquatic vegetation. The spring and run are within forested pine flatwoods and swampy lowlands on the west side of the St. Marks River.

Utilization – The spring is undeveloped and is a popular local swimming spot. Land around the spring is in private ownership.
Discharge - Discharge rates are measured in ft 3

### /s. March 2, 1972 8.24 (1) 

### February 20, 2003 8.35 (2) FLORIDA GEOLOGICAL SURVEY



### 312 Dissolved Total Dissolved Total Field Measures Metals Temperature 19.0 Ca 64 74.9A 76.4A DO

- K 0.4 0.41A 0.43A pH 7.8 Na 4.8 5A 5A Sp. Cond.

- Mg 7.8 7.6A 7.7A Lab Analytes Al - - 29I BOD - - 0.64AI As - 3U 3U Turbidity - - 1.6 B - - 10U Color 30 - 20.0 Cd - 0.5U 0.5U Alkalinity 170 - 184 Co - - 1U Sp. Cond. 405 438.0 - Cr - 2U 2U TDS 228 - 253.0 Cu - 3.5U 4U TSS - - 4U Fe - 14I 29A Cl 6.0 - 10 Mn - 4.44A 4.5A SO4 18 - 29 Ni - 2U 2U F 0.2 - 0.14 Pb - 5U 5U Nutrients Ra-226 - - 1 TOC - - 5.5 Ra-228 - - 0.9 NO 3 + NO 2 as N 1.8 - 0.005I Se

- 8U 8U NH 3 + NH4 - - 0.027A Sn - - 7.2I TKN - 0.18I 0.22I Sr - - 124A P 0.01 0.016I 0.019I Zn - 2.5U 4U PO 4 - 0.014 - NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 434 16.58 2.02 7.26 2003 Analytes Analytes 2003 1972 1972

Analyte Value Enterococci 50 Fecal Coliform 34

Bacteria Results (in #/100 mL) Table 196. Newport Spring water quality analysis.

Table 197. Newport Spring bacteriological analysis.

### Sheppard Spring

Location – Lat. 30° 07’ 31.08” N., Long. 84° 17’ 07.80” W. (NW 1⁄4 NE 1⁄4 NW 1⁄4 sec. 99, T. 99 S., R. 30 E.). Sheppard Spring is located in the St. Marks National Wildlife Refuge approximately 22 miles (35 km) south of Tallahassee. From the intersection of Capital Circle (US 319) and SR 363 (Woodville Highway), travel south 13.2 miles (21.2 km) to US 98. Turn west (right) and drive 3.4 miles (5.5 km) to Wakulla Beach Road. Turn south (left) and drive approximately 1 mile (1.6 km) to the Florida Trail crossing. Park in the Florida Trail parking area. The spring can be accessed by canoeing/kayaking to the head of Sheppard Spring Creek from Wakulla Beach via Goose Creek Bay. The spring can also be reached by hiking to it on the Florida Trail (access point on Wakulla Beach Road). No roads lead to the spring, however, the Florida National Wild and Scenic Trail system has a spur route leading to the spring from the north. From the Florida Trail parking area along Wakulla Beach Road, walk west on the Florida Trail approximately 3 miles (4.8 km) to the spring.
Description

– Sheppard Spring pool is slightly ovoid, measuring 90 ft (27.4 m) east to west and 105 ft (32 m) north to south. It is 25 ft (7.6 m) deep near the center, with steep, sand sides. Two vents have been recognized. The water is clear bluish-green. Long filamentous algae cover the majority of the soft sand bottom. The spring has an abundance of fallen logsand a detritus layer covering most of the bottom. No boil was observed on the spring surBULLETIN NO. 66



### 313 Figure 161. Sheppard Spring (photo by R. Means).

### face during the November 2002 visit. Plants and trees completely surround the spring pool and its run. The spring run averages 2 to 3 ft (0.6 to 0.9 m) deep, 15 ft (4.6 m) wide, andmeanders southward for over a mile (1.6 km). It empties into Goose Creek Bay, approximately 4 miles (6.4 km) west of the mouth of the St. Marks River. Sheppard Spring is a pristine, wild spring situated within the St. Marks National Wildlife Refuge. The surrounding Gulf Coastal lowlands are heavily forested with palm, hardwoods, and pine.

Utilization – The spring is undeveloped and remote, surrounded by National Wildlife Refuge land.
Discharge

– November 25, 2002 7 .65f t 3

### /s (2) FLORIDA GEOLOGICAL SURVEY



### 314 Dissolved Total Dissolved Total Field Measures Metals Temperature Ca 57A 57.4 DO K 4.5A 4.50 pH Na 126A 128.0 Sp. Cond. Mg 21.6A 21.4 Lab Analytes Al - 10U BOD - 0.2AU As 8U 8U Turbidity - 0.25A B - 57.0 Color

- 5U Cd 0.5U 0.5U Alkalinity - 143.0 Co - 1U Sp. Cond. 1060.0 - Cr 2U 2U TDS - 544.0 Cu 6U 4U TSS

- 4U Fe 18U 29.0 Cl - 230.0 Mn 26.2A 26.7 SO4 

### - 37.0 Ni 1.2I 2U F - 0.14 Pb 5U 5U Nutrients Ra-226

- 0.8 TOC - 1.1I Ra-228 - 0.8U NO 3 + 

### NO 2 

### as N - 0.21 Se 11U 7U NH 3

### + NH4 

### - 0.02I Sn - 4U TKN 0.12I 0.12I Sr - 209.0 P 0.077 0.074 Zn 2.3I 6U PO 4 

### 0.074 - NO 3 

### - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 

### 1088 20.44 1.60 7.56 2002 Analytes Analytes 2002

Analyte Value Enterococci 17A Fecal Coliform 1A

Bacteria Results (in #/100 mL) Table 199. Sheppard Spring bacteriological analysis. Table 198. Sheppard Spring water quality analysis.

### Spring Creek Springs Group

Group Location— Lat. 30° 04’ 50” N., Long. 84° 19’ 47” W. (Land Grant sections 114 and 115, Hartfield Survey). The Spring Creek Springs Group is surrounded by private land but can be accessed from Apalachee Bay via boat. Spring Creek is 7 miles (11.3 km) southeast of Crawfordville. From the intersection of US 319 and US 98 south of Crawfordville, cross US 98 to CR 375 and drive south then generally east approximately 3.8 miles (6.1 km) to the intersection with CR 365. Turn south (right) on CR 365 (Spring Creek Road) and go 1.5 miles (2.4 km) to a privately owned boat ramp at end of the road. Spring Creek #1 & #2 are north of the boat ramp.
Group Description - Spring Creek is in a tidal marsh typical of the northeastern Gulf ofMexico. The coast has extensive hardwood hammock and grass-covered sand areas underlain by limestone that is near and occasionally at the surface. There are 14 known springs in the Spring Creek Springs Group (Rosenau et al., 1977). Most, including Spring Creek No. 1 and Spring Creek No. 2, discharge into the widened mouth of Spring Creek as it reaches the Gulf of Mexico. All are tidally influenced. The small fishing community of Spring Creek is situated on the highest available ground on the east side of Spring Creek mouth adjacent to many of the springs. The FGS believes that there is a cave system developed in the Spring Creek Springs Group although it has not been explored. Divers have reported that the flow at some of these springs reverses at high tide. See Lane (2001) for more information on these springs. BULLETIN NO. 66



### 315 Figure 162. Spring Creek Springs Group (photo by J. Stevenson).FLORIDA GEOLOGICAL SURVEY



### 316 Unfilt. Filter Unfilt. Filter Field Measures Temperature 19.5 22.0 21.7 - 21.6 - DO - - 1.45 - 1.45 - pH 8.0 7.0 7.07 - 7.23 - Sp. Cond. 4300 4390 E - E - Lab Analytes BOD - - 0.2 AU - 0.2 U - Turbidity - 2 1 - 0.65 - Color 60 200 5 - 5 - Alkalinity 110 67 126 126 125 125 Sp. Cond. - - 16000 - 10000 A - TDS - - 9340 A - 5650 - TSS - - 10 I - 5 I - Cl 1200 1200 5300 5300 3200 3100 SO4 200 360 730 730 450 440 F 0.4 0.3 0.32 0.33 0.27 0.26 Nutrients TOC - 13 3.3 I - 3.7 I - NO3 + NO2 0.18 0.06 0.2 0.21 J 0.22 0.22 J NH3 + NH4 - - 0.086 0.082 A 0.017 I 0.17 TKN - - 0.36 0.32 J 0.27 0.45 J P - 0.04 0.044 0.035 0.035 0.03 PO4 - 0.03 0.035 - 0.03 - Metals Ca 80 55 141 142 A 102 99.8 K 26 40 106 97.6 69.1 59.5 Na 710 730 2770 2660 1880 1660 Mg 92 89 351 331 225 204 Al - - - 75U - 100I As - 6 3U 3U 3U 3U B - 220 1270 - 829 - Cd - 1 0.75 U 0.75 U 0.75 U 0.75 U Co - - 0.75 U - 0.75 U - Cr - 0 2 U 0.5 U 2 U 0.5 U Cu - 10 3.5 I 2.5 U 2.5 U 2.5 U Fe - 300 110 I 35 U 150 35 U Mn - 40 11.9 9.5 12.6 3.6 Ni - - 2 U 2 U 2 U 2 U Pb - 4 5 U 4 U 5 U 4 U Se - - 4 U 4 U 4 U 4 U Sn - - 10 U - 10 U - Sr - 800 2110 - 1360 - Zn - 10 25 U 14 U 25 U 5 U

E=instrument error A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=exceeding holding time limit No. 2 2001 2001 Analytes 1972 1973 No. 1 Table 200. Spring Creek Springs Group water quality analysis.

### SPRING CREEK NO. 1 (MAIN) - Lat. 30° 04’ 48.64” N., Long. 84° 19’ 47.31” W. SpringCreek No. 1 has a voluminous boil that discharges from a 30 ft (9.1 m) wide cavern in limestone against a seawall northwest of the old Spear’s Seafood Warehouse and adjacent to the dock of the ice house. The spring pool measures 153 ft (46.6 m) north to south and 150 ft (45.7 m) east to west. The depth measured over the vent is 43 ft (13.1 m). Water had slight cloudiness and was somewhat tannic during the October 2001 visit. Algae and a thin layerof silt cover the limestone substrate. Bottom of pool and short spring run are sand and limestone. At low tide, the boil is tremendous, and the current leading into the estuary is swift. At high tide, a boil is often not present. There is a conspicuous drainage pipe discharging directly into the spring pool on the northeast side. High ground to northeast harbors Spring Creek community.
SPRING CREEK NO. 2— Lat. 30° 04’ 54.43” N., Long. 84° 19’ 47.63” W. Spring Creek No. 2 is located approximately halfway up a 1,000 ft (304 m) long channel that empties into theeast side of Spring Creek north of Rise No. 1. It also has a voluminous boil. Its pool measures 150 ft (45.7 m) north to south and 120 ft (36.6 m) east to west. The depth over the vertical opening in limestone from which water boils measures 75 ft (22.9 m) deep. Its discharge flows southwest into Spring Creek. Current is greatest at low tide. The water had slight cloudiness and was somewhat tannic during the October 2001 visit. The spring run has a sand and clay-scoured bottom with abundant limestone boulders. Other spring runs enter into the spring pool from the northeast and east. The surrounding land is brackish marsh and coastal hardwood-palm hammock. Spring Creek community borders the south side of pool.

Utilization -Spring Creek and its springs are regularly used fishing sites. Land near thesprings is part of the St. Marks National Wildlife Refuge, except for private lands associated with the village of Spring Creek.
Discharge - May 30, 1974 2000 ft 3

### /s (1) 

### Nov. 1, 1996 307 ft 3

### /s (from Davis, 1996) BULLETIN NO. 66



### 317 Analyte No. 1 No. 2 Escherichia coli 1 KQ 1AQ

Enterococci 1 KQ 1AQ Fecal Coliform 1 KQ 1AQ Total Coliform 10Q 10AQ Bacteria Results (in #/100ml) Table 201. Spring Creek Springs Group bacteriological analysis.

### Wakulla Spring

Location -Lat. 30° 14’ 06.64” N., Long. 84° 18’ 09.21” W. (SW 1⁄4 NW 1⁄4 SE 1⁄4 sec. 11, T. 3 S., R. 1 W.). Wakulla Spring is located in Wakulla Springs State Park about 20 miles (32.2 km) south of Tallahassee. From the US 319 (Thomasville Road) exit on I-10 take Capital Circle (US 319) south 12.9 miles (20.8 km). Turn south (right) on US 319/SR 61 (Crawfordville Highway) and travel 1.9 miles (3.1 km). Bear left on SR 61 (Wakulla Springs Road) and go 7.6 miles (12.1 km) to SR 267. Turn east (left) and park entrance is 0.1 miles (0.2 km) on the south side of the road. The spring vent is located below the diving platform, northeast of the parking area.
Description -Wakulla Spring is one of the largest and most dramatic of Florida’s springs.The spring pool is roughly circular with a diameter of 315 ft (96 m) north to south. The maximum pool depth is 185 ft (56.4 m). The vent opening is a horizontal ellipse along the south side of the pool bottom and is estimated to measure 50 ft by 82 ft (15.2 m by 25 m). Along with a few smaller springs nearby, including Sally Ward Spring, Wakulla Spring gives rise to the clear Wakulla River. Water clarity of the spring in October 2001 was exceptional andthe water was light blue. It should be noted that the water clarity of the spring varies dramatically in response to rainfall. Surface water entering the sinkholes that connect to the Wakulla Spring system greatly reduces the clarity. Exotic aquatic vegetation once covered much of the spring pool and adjacent river bottom, but divers have recently removed large FLORIDA GEOLOGICAL SURVEY



### 318 Figure 163. Wakulla Spring (photo by T. Scott).

### amounts and herbicides have been used in efforts to control it. The Wakulla River remains choked with exotic invasive plants. Many other aquatic and emergent plant species also are present in the spring pool and river. A mixed hardwood, cabbage palm, and cypress forest inhabits lowlands along the north and east shores of the spring and along the river. Uplands along the western shore of the spring are developed into a state park lodge andfacilities. Also, there are hardwoods and large loblolly pines scattered about. A major underwater cave system has been mapped at Wakulla Springs.

Utilization — Wakulla Spring is developed into a recreational and wildlife viewing area. The park has a lodge and restaurant. There are regular glass-bottomed riverboat and spring tours, and swimming is allowed in the southeast quadrant of the spring pool. The upper 3 miles (4.8 km) of the Wakulla River is state-owned and is a protected wildlife sanctuary. BULLETIN NO. 66



### 319 Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature - 22.8 20.5 21.2 - Ca 39 38 39 44.5 A 45.1 DO - - 3.2 2.39 - K - 0.5 0.3 0.58 A 0.61 pH - 7.9 7.3 7.2 - Na 5.7 4.0 3.7 4.99 A 5.01 Sp. Cond. - 277 279 328 - Mg 9.6 9.5 8.7 10.4 A 10.6 Lab Analytes As - - 0 3 U 3 U BOD - - 0.4 0.2 AU - Al - - - - 75 U Turbidity - - 1 0.05 U - B - - - 30 U - Color - 0 0 5U - Cd - - 0 0.75 U 0.5 U Alkalinity - - 130 146 148 Co - - 0 0.75 U - Sp. Cond. - - - 360 - Cr - - 0 2 U 2 U TDS - - - 183 - Cu - - 0 2 U 2 U TSS - - - 4U - Fe - - 10 25 U 20 U Cl 8 5.1 3.4 7.8 7.8 A Mn - - 10 0.5 U 0.5 U SO 4 11 9.3 17 9.4 9.5 A Ni - - - 2 U 2 U F - 0.1 0.3 0.13 0.12 Pb - - 3 5 U 3 U Nutrients Se - - - 3.5 U 3.5 U TOC - - 0 1U - Sn - - - 7U - NO3 + NO2 - - 0.25 0.99 J 0.96 Sr - - 110 83.8 A - NH3 + NH4 - - - 0.01 U 0.01 U Zn - - 20 4 U 3.5 U TKN - - - 0.06 U 0.06 U P - - 0.04 0.032 0.03 A PO 4 - - 0.03 0.03 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value shown is less than the practical quantitation limit J=Estimated value Q=exceeding holding time limit 1946 Analytes 1924 2001 1972 2001 Analytes 1946 1972 1924 Table 202. Wakulla Spring water quality analysis.

### Discharge - Wakulla Spring has the greatest known range in discharge among Florida’s springs (Rosenau et al., 1977). All discharge rates are measured in ft 3

### /s.
Average 1907 – 1974 390 (1) 

### Maximum (April 11, 1973) 1910 (1) 

### Minimum (June 18, 1931) 25.2 (1) 

### September 27, 2001 128.9 (3) FLORIDA GEOLOGICAL SURVEY



### 320 Analyte Value Escherichia coli 1 KQ

Enterococci 1 KQ Fecal Coliform 1 KQ Total Coliform 1 KQ Bacteria Results(in #/100 mL) Table 203.- Wakulla Spring bacteriological analysis.

### WALTON COUNTY BULLETIN NO. 66



### 321 Figure 164. Spring visited by FGS in Walton County.

### Morrison Spring

Location – Lat. 30° 39’ 28.38” N., Long. 85° 54’ 14.18” W. (SE 1⁄4 NE 1⁄4 NE 1⁄4 sec. 23, T. 3 N., R. 17 W.). Morrison Spring is approximately 4.9 miles (7.9 km) southeast of Ponce de Leon. From I-10 just south of Ponce de Leon, travel 3.7 miles (6 km) south on SR 81. Turn east (left) on SR 181 and travel 1.7 miles (2.7 km). Turn south (right) on SR 181 A. Travel 0.5 miles then turn east (left) into the park.
Description – Morrison Spring occupies a large, bowl-shaped depression and forms a circular spring pool with a diameter of 300 ft (91.4 m). The vent is near the center of the pool at a depth of 46 ft (14 m). The bottom is sand except near the vent where limestone isexposed. The water is light blue and slightly turbid with a prominent boil on the pool surface. However, cave divers report that the water is crystal clear in the cavern and cave system. There is abundant aquatic vegetation and very little algae. The spring run is 150 ft (45.7 m) wide and slow-moving. It flows approximately 0.7 miles (1.1 km) southeastwardinto the murky Choctawhatchee River. When the river is in flood stage, river water reportedly backs up into the spring pool. On the south side of the spring run, approximately 300 ft (91.4 m) downstream from the pool, high ground meets the run’s shore and rises steeply to 15 ft (4.6 m) above the water. The spring and its run are within the western lowlandfloodplain of the Choctawhatchee River, in a dense gum and cypress forest. A house and picnic pavilion are east of the spring pool, and a cleared swath leads from the pavilion down to the water’s edge. Rosenau et al. (1977) report that there are 3 cavities at the bottom of the spring pool. One of those cavities reaches an eventual depth of 300 ft (91.4 m). FLORIDA GEOLOGICAL SURVEY



### 322 Figure 165. Morrison Spring (photo by R. Means).

### Utilization

– The spring is a private park operated primarily for swimming and scuba diving.
Discharge

- All discharge rates are measured in ft 3

### /s. May 27, 1942 121 (1) 

### (Measured under poor conditions) December 9, 1946 89 (1) 

### November 5, 1963 54.9 (1) 

### April 19, 1972 62.2 (1) 

### September 6, 2002 62.85 (2) BULLETIN NO. 66



### 323 Dissolved Total Dissolved Total Field Measures Metals Temperature 21 Ca 30 30.2A 30.8 DO 3.5 K 0.4 0.57 0.55 pH 7.8 Na 1.8 2.1I 1.7I Sp. Cond.

- Mg 7.4 7.7A 8.1 Lab Analytes Al - - 75U BOD 0.2 - 0.2AU As 0 3U 3U Turbidity 1 - 0.05U B 60 - 15U Color 0 - 5U Cd - 0.5U 0.5U Alkalinity 110 - 114.0 Co 0 - 0.75U Sp. Cond. 240 200.0 - Cr 0 2U 2U TDS 119 - 115.0 Cu 10 3.5U 3.5U TSS - - 4U Fe - 35U 35U Cl 2.5 - 2.5 Mn - 0.5U 0.5U SO4 2.4 - 3.3 Ni - 2U 2U F 0.1 - 0.07I Pb 5 3U 5U Nutrients Ra-226 - - 0.2 TOC 0 - 1U Ra-228 - - 1.0 NO 3 + NO 2as N 0.13 - 0.15 Se - 4U 4U NH 3+ NH4 - - 0.01U Sn - - 10U TKN - 0.06U 0.06U Sr 70 - 57.9 P - 0.025 0.026 Zn - 1.5U 2U PO 4 0.02 0.029Q - NO 3 0.13

- - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 212 19.90 3.00 7.51 2002 Analytes Analytes 2002 1972 1972

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 205. Morrison Spring bacteriological analysis. Table 204. Morrison Spring water quality analysis.

### WASHINGTON COUNTY FLORIDA GEOLOGICAL SURVEY



### 324 Figure 166. Springs visited by FGS in Washington County.

### Beckton Spring

Location

– Lat. 30° 38’ 55.13” N., Long. 85° 41’ 37.19” W. (NW 1⁄4 NW 1⁄4 SE 1⁄4 sec. 24, T. 3 N., R. 15 W.). Beckton Spring is located approximately 2 miles (3.2 km) northeast of Vernon. From the intersection of SR 79 and SR 277 in Vernon turn east then northeast on SR 277. Drive 2.2 miles (3.5 km) to Culpepper Lane. Turn northwest (left) on Culpepper Lane and go 0.3 miles (0.5 km) to Big Pine Lane. Turn northwest (left) and go 0.2 miles (0.3 km) to the boat landing. The spring run flows 825 ft (251 m) into Holmes Creek from the northwest, 0.4 miles (0.6 km) downstream from the Big Pine Lane boat ramp. The spring is approximately 0.1 miles (0.2 km) up the spring run. Beckton Spring is surrounded by private property.
Description – Beckton Spring has a nearly circular spring pool measuring 180 ft (54.9 m) north to south and 159 ft (48.5 m) east to west. It occupies a bowl shaped depression, and the vent is located in the center of the pool where the depth used to be 20.0 ft (6.1 m). The spring has been deepened to approximately 36 feet (11 m). The bottom is sand with somelimestone exposed at the vent. The boil in the center is small, but noticeable. A side channel of Holmes Creek enters the east side of the pool. Holmes Creek is typically darker and more turbid, and the two waters mix into a swirl of clear spring water and cloudy creekwater within the spring pool. There is little aquatic vegetation in the spring pool, but grasses and plants are scattered throughout the spring run. There is an old boat ramp on the northwest side of the spring pool. Beckton Spring discharges through a spring run that is BULLETIN NO. 66



### 325 Figure 167. Beckton Spring (photo by H. Means).

### clear and shallow, averaging about 2 ft (0.6 m) deep. The run flows south approximately 900 ft (274.3 m) into Holmes Creek. High ground borders the spring and its run along the westside. It rises steeply to 12-15 ft (3.7-4.6 m) above the spring eventually leveling to approximately 20 ft (6.1 m). There is a private residence and yard on the hill. The lowland floodplain of Holmes Creek is along the east side of the spring and its run. It is densely forested with cypress and tupelo.

Utilization – Beckton Spring is surrounded by private land. It is used locally for swimming.

Discharge

- All discharge rates are measured in ft 3

### /s.
May 26, 1942 49.5 (1) 

### June 6, 1972 33.2 (1) 

### October 21, 1987 23.4 (3) 

### October 20, 2000 25.7 (3) 

### October 25, 2001 30.6 (3) 

### June 10, 2002 26.19 (2) 

### May 15, 2003 22.1 (3) FLORIDA GEOLOGICAL SURVEY



### 326 Dissolved Total Dissolved Total Field Measures Metals Temperature 21.5 Ca 35 33.2 32.9 DO 2.5 K 0.7 0.51 0.52A pH 8 Na 10 6.8 6.9A Sp. Cond.

- Mg 6.1 5.2 4.9A Lab Analytes Al - - 75U BOD - - 1.9 As - 3U 3U Turbidity - - 0.65 B - - 15U Color 5 - 5U Cd - 0.5U 0.5U Alkalinity 110 - 108.0 Co - - 0.75U Sp. Cond. 275 260.00 - Cr - 2U 2U TDS 192 - 125.0 Cu - 3.5U 3.5U TSS - - 4U Fe - 35U 36I Cl 21 - 11.0 Mn - 2.8 4.5A SO4 - - 1.5 Ni

- 2U 2U F - - 0.056 Pb - 3U 2U Nutrients Ra226 - - 0.2 TOC - - 1U Ra228 - - 1U NO 3 + NO 2as N 0.18 - 0.29 Se

- 0.5U 4U NH 3+ NH4 - - 0.023 Sn

- - 10U TKN

- 0.06U .06U Sr 190 - 81.2A P - 0.023A 0.024A Zn - 1.5U 2U PO 4 - 0.024 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002

19.31 4.88 7.80 1972

237.0 2002 Analytes Analytes 1972

Analyte Value Enterococci 14Q Fecal Coliform 60Q Bacteria Results (in #/100 mL) Table 207. Beckton Spring

bacteriological analysis. Table 206. Beckton Spring water quality analysis.

### Brunson Landing Spring

Location – Lat. 30° 36’ 33.22” N., Long. 85° 45’ 30.89” W. (SW 1⁄4 SE 1⁄4 NE 1⁄4 sec. 5, T. 2 N., R. 15 W.). Brunson Landing Spring flows into the north Holmes Creek from the north 3 miles (4.8 km) southwest of Vernon. From the intersection with SR 277 in Vernon, travel 0.4 miles (0.6 km) north on SR 79. Turn west (left) on CR 278 across from the Holmes Creek boat ramp and travel for 3.1 miles (5.0 km). Turn south (left) on Dorch Circle and veer left after 0.1 miles (0.16 km) onto Brunson Landing Road. Follow this road to the boat ramp. The main spring is located 500 ft (152 m) west of the parking area down a small footpath through the woods.
Description – Brunson Landing Springs are a group of three springs (Spring Fever website). Two of the springs are seeps and are very shallow, approximately three to six inches (7.6 to 15.2 cm) deep. The main spring pool is circular with a diameter of approximately 30 ft (9.1 m). The spring occupies a steep-walled, bowl-shaped depression that is 15 ft (4.6 m) deep over the vent. The spring bottom is mostly soft sand with limestone and some organicdebris. Spring water is bluish and clear. Two small runs exit the spring pool and flow generally southward approximately 350 ft (106.7 m) into Holmes Creek. There is an abundance of algae in the slow-flowing spring and run. The main spring run averages less than 1 ft (0.3 m) deep and 3 ft (0.9 m) wide. Numerous other small seeps feed into the spring runs. This spring is situated within the heavily forested floodplain of Holmes Creek. BULLETIN NO. 66



### 327 Figure 168. Brunson Landing Spring (photo by R. Means).

### Utilization – Brunson Landing spring is undeveloped and used locally for swimming. There is a platform in a tree over the spring on the south side.
Discharge

- All discharge rates are measured in ft 3

### /s

May 21, 2003 5.86 (3) 

### combined flow from 3 vents June 5, 2003 5.55 (2) 

### main spring vent only FLORIDA GEOLOGICAL SURVEY



### 328 

### Dissolved Total Dissolved Total Field Measures Metals Temperature Ca 35.1A 34.1A DO K 0.39A 0.39A pH Na 2.07A 2.11A Sp. Cond. Mg 5.5A 5.6A Lab Analytes Al - 10U BOD - 0.23I As 5U 7U Turbidity

- 0.1 B - 10U Color

- 5U Cd 0.5U 0.5U Alkalinity - 107 Co

- 2U Sp. Cond. 215.0 - Cr 2U 2U TDS - 120.0 Cu 3U 3U TSS

- 4U Fe 10U 28I Cl - 3.2A Mn 1.1I 1.7I SO4 

### - 2.2A Ni 1.5U 2U F - 0.059I Pb 12U 12U Nutrients Ra-226

- 0.4 TOC

- 1U Ra-228

- 1U NO 3 + 

### NO 2 

### as N - 0.22 Se 15U 15U NH 3 + 

### NH4 

### - 0.01U Sn - 5U TKN 0.06U 0.06U Sr - 57A P 0.027I 0.029I Zn 2U 3U PO 4 

### 0.024 - NO 3 

### - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 

### 222 20.86 1.25 7.73 2003 Analytes Analytes 2003

Analyte Value Enterococci 1K Fecal Coliform 1K

Bacteria Results (in #/100 mL) Table 209. Brunson Landing Spring bacteriological analysis. Table 208. Brunson Landing Spring water quality analysis.

### Cypress Spring

Location

– Lat. 30° 39’ 31.49” N., Long. 85° 41’ 03.74” W. (SW 1⁄4 SW 1⁄4 SW 1⁄4 sec. 18, T. 3 N., R. 14 W.). Cypress Spring is surrounded by private property approximately 3.5 miles (5.6 km) northeast of Vernon. From the intersection of SR 79 and SR 277 in Vernon turn east then northeast on SR 277. Drive 2.2 miles (3.5 km) to Culpepper Lane. Turn northwest (left) on Culpepper Lane and go 0.3 miles (0.5 km) to Big Pine Lane. Turn northwest (left) and go 0.2 miles (0.3 km) to the boat landing. The spring can be accessed by boat. From the Big Pine Lane boat ramp, Cypress Spring run enters Holmes Creek from the northwest approximately 0.5 miles (0.8 km) upstream.
Description – The Cypress Spring pool is roughly circular, measuring 114 ft (34.7 m) north to south and 132 ft (40.2 m) east to west. The main vent is near the center of the pool with a depth of 26 ft (7.9 m). At least one other vent is present just 30 ft (9.1 m) downstream. The spring occupies a conical depression, and limestone is exposed over much of the bottomwith areas of sand. The water is clear and has a light blue color and a large boil is directly over the vent. There are a few small patches of native aquatic grasses and small amounts of algae. The spring run flows south approximately 1,400 ft (426.7 m) into Holmes Creek. The run is swift-flowing and shallow, averaging approximately 2 ft (0.6 m) deep, and it often is wider than the spring pool. A semicircular berm was constructed around the northern half of Cypress Springs in order to divert the flow of Piney Woods Spring Run downstream of BULLETIN NO. 66



### 329 Figure 169. Cypress Spring (photo by T. Scott).

### Cypress Springs’ pool for aesthetic purposes. Before the berm existed, Piney Woods Spring Run entered the northwest side of the spring pool. Now, it enters approximately 30 ft (9.1) below on the west side through a culvert. There are wooden entry platforms for divers and swimmers on the northwest side of the pool. The nearest high ground is 450 ft (137.2 m) tothe west and it rises steeply to approximately 25 ft (7.6 m) above the lowlands. A privately-owned swimming and diving recreation area including a residence are to the west.Cypress Springs is located within the lowland floodplain of Holmes Creek. The surroundings are heavily forested with cypress and tupelo. Cave divers report that the cave system reaches depths of at least 65 ft (19.8 m).

Utilization

- Previously a private diving/swimming concession, the spring is reportedly in the process of changing ownership in 2004. FLORIDA GEOLOGICAL SURVEY



### 330 Dissolved Total Dissolved Total Field Measures Metals Temperature 20.5 Ca 30 33.2 30.8 DO 4.8 K 0.4 0.34 0.4 pH 7.2 Na 4 2.3I 3.8I Sp. Cond.

- Mg 4.3 4.5 4.5 Lab Analytes Al - - 75U BOD - - 1.3 As - 3U 3U Turbidity - - 0.05U B - - 15U Color 15 - 5U Cd - 0.5U 0.5U Alkalinity 94 - 106A Co - - 0.75U Sp. Cond. 195 230.0 - Cr - 2U 2U TDS 113 - 113 Cu - 3.5U 3.5U TSS - - 4U Fe - 35U 35U Cl 4 - 3.1 Mn - 0.5U 0.5U SO4 0.6 - 1.3 Ni - 2U 2U F 0.1 - 0.055I Pb - 3U 5U Nutrients Ra-226 - - 0.2 TOC - - 1U Ra-228 - - 1.9 NO 3 + NO 2as N 0.15 - 0.36 Se - 0.5U 4U NH 3+ NH4 - - 0.012I Sn - - 10U TKN - 0.06U 0.06U Sr 60 - 37.3 P - 0.026 0.023 Zn - 1.5U 2U PO 4 - 0.025 - NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 1972 Analytes Analytes 2002 2002 1972

206 19.85 4.65 7.77 Table 210. Cypress Spring water quality analysis.

### Discharge

- All discharge rates are measured in ft 3

### /s.
May 26, 1942 85 (1) 

### June 6, 1972 70 (1) 

### June 28, 1987 102 (3) 

### May 24, 1994 79 (3) 

### October 20, 2000 83 (3) 

### October 25, 2001 88 (3) 

### December 9, 2002 104 (3) 

### June 5, 2002 93.26 (3) 

### May 15, 2003 101 (3) BULLETIN NO. 66



### 331 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 211. Cypress Spring bacteriological analysis.

### Washington Blue Spring Choctawhatchee

Location – Lat. 30° 30’ 47.73” N., Long. 85° 50’ 49.87” W. (NW 1⁄4 NW 1⁄4 NE 1⁄4 sec. 9, T. 1 N., R. 16 W.). Washington Blue Spring Choctawhatchee is surrounded by private land, 5.5 miles (9 km) northwest of Ebro. The spring run enters the Choctawhatchee River from the east side. The spring is accessible by boat. From the intersection of I-10 and SR 79 travel south 17.5 miles (28.2 km) to New Hope. At the intersection of SR 79 and CR 284 in New Hope, drive west (right) on CR 284 for 3.8 miles (6.1 km) and turn south (left) onto CR 284A. Travel 3.6 miles (5.8 km) ending at a boat ramp on Holmes Creek. From the boat landing head downriver approximately 3.5 miles (5.6 km) to the confluence with the Choctawhatchee River. The spring is 0.9 miles (1.4 km) upstream of the confluence.
Description – The Washington Blue Spring Choctawhatchee spring pool is nearly circular and measures 111 ft (33.8 m) in diameter from north to south. The vent is near the centerof the pool and discharges from a fissure beneath a limestone ledge. The ledge has prominent bedding planes, and the limestone is soft and chalky. The depth measured near thevent is 22 ft (6.7 m). The water is clear and bluish and there is a large boil on the pool surface. Aquatic plants occur within the spring pool. High ground borders the south side of the pool and rises steeply to approximately 20 ft (6.1 m) above the water surface, forming a bluff face with limestone and clay cropping out. A mixed pine and hardwood forest covers the high ground. This region has changed considerably since the USGS topographic maps were updated. The spring run used to flow into lower Holmes Creek in the 1970’s. The Choctawhatchee River has since migrated eastward and captured Boynton Cutoff and lower FLORIDA GEOLOGICAL SURVEY



### 332 Figure 170. Washington Blue Spring Choctawhatchee (photo by R. Means).

### Holmes Creek. Holmes Creek’s confluence with the Choctawhatchee River is presently farther upstream than the 1982 7 1/2 minute topographic maps depict. The wide spring run flows a total distance of 0.9 miles (1.4 km) southwestward entering the Choctawhatchee River from the east approximately 1.8 miles (2.9 km) downstream from the mouth of Holmes Creek. Deadhead logs, old docks and vessel remains from turn-of-the 19 th 

### century logging industry are abundant in and along spring run. Exotic aquatic vegetation is present in the spring run. Apple snails also are common. There may be additional springs along the spring run approximately 500 ft (152.4 m) downstream where the run widens and there are deep circular pools along the run; however, there was no visible flow from these pools in August 2002. The authors also heard reports of a spring approximately 0.25 miles (0.4 km) north of the spring run within Mill Lake. Flow from Mill Lake enters the spring run from the north 0.4 miles (0.6 km) downstream from Washington Blue Spring Choctawhatchee. The spring and its run are within the lowland floodplain of the Choctawhatchee River. This floodplain supports a mature cypress and tupelo forest.

Utilization

- The spring is undeveloped and surrounded by private land. It is used locally for swimming. BULLETIN NO. 66



### 333 Dissolved Total Dissolved Total Field Measures Metals Temperature 21 Ca 20 21.3 21.6 DO 1.4 K 0.4 0.26 0.24 pH 7.9 Na 1.5 1.9I 1.5I Sp. Cond.

- Mg 2.6 2.6 2.8 Lab Analytes Al - - 75U BOD - - 0.2U As - 3U 3U Turbidity - - 0.05U B - - 15U Color 5 - 5U Cd - 0.5U 0.5U Alkalinity 60 - 68A Co - - 0.75U Sp. Cond. 125 130.0 - Cr - 2U 2U TDS 94 - 71 Cu - 3.5U 3.5U TSS - - 4U Fe 10 35U 35U Cl 2.4 - 2.1 Mn - 0.5U 0.97I SO4 0.4 - 1.5 Ni

- 2U 2U F 0.1 - 0.05U Pb - 3U 5U Nutrients Ra-226 - - 0.1U TOC - - 1U Ra-228 - - 1.1 NO 3 + NO 2as N

- - 0.054 Se

- 4U 4U NH 3+ NH4 - - 0.01U Sn

- - 10U TKN - 0.06U 0.06U Sr 40 - 47.2 P - 0.017 0.016 Zn - 1.5U 2U PO 4 - 0.016 - NO 3 - - - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 21.04 0.71 7.79 132 2002 2002 Analytes Analytes 1975 1975 Table 212. Washington Blue Spring Choctawhatchee water quality analysis.

### Discharge - All discharge rates are measured in ft 3

### /s

October 15, 1941 36 (1) 

### (estimate) May 26, 1942 32 (1) 

### December 16, 1946 51 (1) 

### June 7, 1972 44 (1) 

### September 4, 2002 39.62 (2) FLORIDA GEOLOGICAL SURVEY



### 334 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 213. Washington Blue Spring Choctawhatchee bacteriological analysis.

### Washington Blue Springs Econfina

Location

– Lat. 30° 27’ 10.16” N., Long. 85° 31’ 49.33” W. (SE 1⁄4 SE 1⁄4 SW 1⁄4 sec. 27, T. 1 N., R. 13 W.). Washington Blue Springs Econfina is located on NWFWMD land 23 miles (37 km) southwest of the US 231(Cottondale) exit on I-10. The area is managed as a weekend campground and access may be obtained by calling the NWFWMD district office. Travel south approximately 23 miles (37 km) on US 231 from the I-10 exit to the intersection with SR 20. Turn west (right) on SR 20 and travel 5.8 miles (9.3 km). Turn north (right) on Blue Springs Road and travel 1.3 miles to the gated entrance on the left.
Description –Washington Blue Springs Econfina emerges as two small boils from the base of a limestone bluff. Spring water flows southwest into a shallow pool that is 57 ft (17.4 m) north to south and 105 ft (32 m) east to west. The pool averages approximately 2 ft(0.6 m) deep, and is virtually indistinguishable from the upper spring run. Water quality samples were taken at the vent in the northeast end of the pool. The water is clear with a light greenish hue. The spring poolhas native aquatic vegetation, a sand bottom, and some algae are present. The northern half of the spring pool area has a concrete retaining wall and steps leading into the water. The run flows generally from northeast to southwest approximately 500 ft (152.4 m) into Econfina Creek. Approximately 150 ft (46 m) downstream from Washington Blue Spring Econfina, another tributary spring, called Washington Blue Spring Econfina No. 2, flows in from the north. The small spring run is 200 ft (61 m) long and flows south into Washington Blue Springs Econfina Run. Spring No. 2 spring emerges as a clear stream from the base of a 15 ft (5 m) high bluff. There is also another spring associated with this cluster of springs called Washington Blue Springs Econfina No. 3, reportedly downstream along Washington Blue Spring Econfina Run, but this was not visited by the authors. Springs Fever website has a map of the spring distribution at Washington Blue SpringsEconfina. North of Washington Blue Springs Econfina, high ground rises steeply to approximately 15 ft (4.6 m) above the water level. This high ground is developed into a recreation area. Toward the north and east is mixed hardwood and pine forest. Westward toward Econfina Creek is mixed hardwood and cypress swamp forest.

Utilization – The area is managed by NWFWMD as a weekend campground and use area by reservation only. BULLETIN NO. 66



### 335 Figure 171. Washington Blue Spring Econfina (photo by R. Means).FLORIDA GEOLOGICAL SURVEY



### 336 Dissolved Total Field Measures Temperature 21 21 21.0 DO

- 3 3.3 pH 7.5 7.7 7.9 Sp. Cond.

- - - Lab Analytes B OD ---- 0.2U Turbidity - - - -0

. 2 Color 2 10 5

- 5U Alkalinity 52 49 - 55.0 Sp. Cond. 95 115 105 120.0 - TDS 60 75 54 - 62.0 TS S - - - -4U Cl 1.5 2 1.5 - 1.8I SO4 2 0 0.8

- 2.1 F 0.1 0.1 0.1 - 0.05U Nutrients TOC - - - - 1U NO 3 + NO 2 as N - 0.06 - 0.14 NH 3+ NH4 - - - - 0.025 TKN

- - - 0.06U 0.06U P

- - - 0.012A 0.014 PO 4 - - - 0.014 - NO 3 0 -

--- Metals Ca 18 17 16 18 16.8A K 0 0.2 0.3 0.16 0.16A Na 1.4 1.3 1.2 1.1I 1I Mg 2.7 2.8 2.9 3 2.9A Al - - - -7 5 U As

- - - 3U 3U B ---- 15U Cd

- - - 0.5U 0.5U Co ---- 0.75U Cr

- - - 2U 2U Cu

- - - 3.5U 3.5U Fe

- - - 35U 35U Mn

- - - 0.5U 1.3I Ni

- - - 2U 2U Pb

- - - 3U 5U Ra-226 - - - -1

. 0 Ra-228 - - - -1

. 3 Se

- - - 4U 4U S n - - - -1 0U Sr

- 70 40 - 54.3A Zn

- - - 1.5U 2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes

117 20.55 2.51 7.94 1962 1972 1975

- Table 214. Washington Blue Spring Econfina water quality analysis.

### Discharge - All discharge rates are measured in ft 3

### /s.
April 10, 1962 12.3 (1) 

### September 11, 1962 10.8 (1) 

### January 29, 1963 12.7 (1) 

### May 28, 1963 11.1 (1) 

### August 28, 1963 12.6 (1) 

### May 16, 1972 14.2 (1) 

### June 13, 2002 7.0 (2) BULLETIN NO. 66



### 337 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 215. Washington Blue Spring Econfina bacteriological analysis.

### Williford Spring

Location

– Lat. 30° 26’ 22.39” N., Long. 85° 32’ 51.29” W. (NE 1⁄4 SE 1⁄4 SW 1⁄4 sec. 33, T. 1 N., R. 13 W.). The spring is located on NFWMD land 23 miles (37 km) southwest of the US 231 (Cottondale) exit on Interstate 10. From I-10, travel south on US 231 approximately 23 miles (37 km) to the intersection with SR 20. Turn west (right) on SR 20 and travel 7.5 miles (12.1 km) to Herman Strickland Rd. Turn north (right) and follow the road 0.8 miles (1.3 km) to the gated spring entrance on the right.
Description – Williford Spring has a circular spring pool in a conical depression whose sand bottom is rippled by issuing spring currents. The pool measures 57 ft (17.4 m) in diameter.The vent is under a limestone ledge roughly in the center of the pool, and the depth measured over the vent is 10.1 ft (3.1 m). There is a sizeable boil over the vent, and the color of the water is light blue-green. There is no aquatic vegetation in the pool, and a thin layer of algae covers less than half of the limestone and sand substrates. A wooden entry stairway is located on the north side of the spring with erosion control concrete bags on either side. Williford Spring discharges through a swiftly flowing spring run that travels south for approximately 443 ft (135 m) into Econfina Creek. There are numerous other smaller springs that feed into Williford Spring run immediately downstream. Some of these springs are small trickles from limestone fissures exposed along the banks of the run. To the north and west of Williford Spring, high ground rises to approximately 15 ft (4.6 m) above the water surface. There is a small, cleared parking and picnic area on the adjacent north side of the spring. A lowland forest of hardwoods, cypress and palms hugs the spring and its run. FLORIDA GEOLOGICAL SURVEY



### 338 Figure 172. Williford Spring (photo by R. Means).BULLETIN NO. 66



### 339 Dissolved Total Field Measures Temperature 21.1 22.2 22.0 DO

- - 2.9 pH 7.2 7.5 7.6 Sp. Cond.

- - - Lab Analytes B OD ---- 0.2U Turbidity

---- 0.05U Color 0

- 10

- 5U Alkalinity - - 62-65 Sp. Cond. 150 128 145 140.0 - TDS 88

- 73 - 69.0 TS S - - - -4U Cl 3.0 2.0 3.0 - 2.3I SO4 0.0

- 0.0

- 1.4 F 0.1

- 0.1 - 0.05U Nutrients TOC - - - -1 U NO 3 + NO 2 as N

- - 0.10 - 0.075 NH 3 + NH4 --- - 0.014I TKN

- - - 0.06U 0.06U P

- - - 0.016A 0.019 PO 4 --- 0.014 - NO 3 0.00 - 0.44

- - Metals Ca 28

- 21 21.5 20.2 K 0.3

- 0.2 0.28 0.28 Na 1.7

- 1.3 1.3I 1.3I Mg 2.4

- 2.7 2.9 2.8 Al - - - -7 5 U As

- - - 3U 3U B ---- 15U Cd

- - - 0.5U 0.5U Co ---- 0.75U Cr

- - - 2U 2U Cu

- - - 3.5U 3.5U Fe

- - - 35U 35U Mn

- - - 0.5U 0.5U Ni

- - - 2U 2U Pb

- - - 3U 5U Ra-226 - - - -0

. 2 Ra-228 - - - -1 U Se

- - - 4U 4U S n - - - -1 0U Sr

- - 60

- 43 Zn

- - - 1.5U 2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes

135 21.26 0.47 7.88 4/16/1962 9/11/1962 1972 Table 216. Williford Spring water quality analysis.FLORIDA GEOLOGICAL SURVEY



### 340 The surrounding rolling sand hills terrain supports mixed hardwood and pine uplands. A hiking trail system is along the north side of the spring run.

Utilization

– Williford Spring and surrounding uplands are managed by the NWFWMD as a daytime recreation area accessible by permit/reservation only. For information on access to the spring, contact NWFWMD.
Discharge

– All discharge rates are measured in ft 3

### /s.
September 11, 1962 31.1 (1) 

### January 31, 1963 32.3 (1) 

### May 29, 1963 31.9 (1) 

### August 27, 1963 31.2 (1) 

### May 15, 1972 26.4 (1) 

### June 13, 2002 25.46 (2)

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 217. Williford Spring bacteriological analysis.

### SELECTED SPRINGS INFORMATION RESOURCES ON THE INTERNET
For the interested reader, there are sources of information concerning Florida’s springs on the Internet. These include the following:
The Florida Department of Environmental Protection’s Springs Website: http://www.floridasprings.org and http://www.dep.state.fl.us/springs/
Springs Fever: A field and recreation guide to more than 500 Florida springs, by Joe Follman and Richard Buchanan. This site includes an excellent listing of web links: http://www.tfn.net/springs/
Florida State Parks System: www.dep.state.fl.us/parks/index.asp
The Public Broadcasting web site: http://www.pbs.org/wnet/nature/springs/
The Springs of Florida website from Karst Environmental provides numerous links to more springs information: http://www.floridasprings.com/
Sites related to cave diving contain significant amounts of springs information: http://www.cavediver.net/springs/spring_frm.htm http://www.floridacaves.com/ http://www.mejeme.com/dive/index.html http://underwaterflorida.homestead.com/springs.html
Link to Florida Geological Survey’s Springs of Florida Bulletin on-line: http://www.flmnh.ufl.edu/springs_of_fl/aaj7320/content.html
Link to Florida Springs Map and Guide: http://www.floridasprings.net
Florida Springs Database: http://www.thiswaytothe.net/springs/index.shtml
Links to Water Management District sites: http://www.state.fl.us/nwfwmd/ http://www.sjrwmd.com/ http://www.srwmd.state.fl.us/ http://www.swfwmd.state.fl.us/ http://www.sfwmd.gov BULLETIN NO. 66



### 341FLORIDA GEOLOGICAL SURVEY



### 342

### REFERENCES
Baker, A.E., Cichon, J.R., Arthur, J.D., and Rains, G.L., 2002, Florida aquifer vulnerability assessment: Geological Society of America Abstracts with Programs, v. 34, no. 6, p. 346.
Balsillie, J., Means, G.H., Dunbar, J. S, and Means, R.C., in press, Geoarchaeological consideration of the Ryan/Harley site (8JE1004) in the Wacissa River northern Florida, Bulletin of the Florida State Museum, Gainesville, Florida.
Balsillie, J., and Donoghue, J.F., in preparation, 2004, High resolution sea level history for the Gulf of Mexico since the last glacial maximum: Florida Geological Survey Open-file Report.
Bates, R.L., and Jackson, J.A., (eds.), 1984, Dictionary of Geological Terms, third ed.: Garden City, NJ., Anchor Press/Doubleday, 571 p.
Berndt, M. P., Oaksford, E. T., and Mahon, G. L., 1998, Groundwater: in E. A. Fernald and E. D. Purdum (eds.), Water Resources Atlas of Florida: Tallahassee, Florida State University p. 38-63.
Bonn, M.A., and Bell, F.W., 2003, Economic impact of selected Florida springs on the surrounding local areas: Report for the Florida Department of Environmental Protection, Division of State Lands, Florida Springs Task Force, 102 p.
Buchanan, T.J., and Somers, W.P., 1969, Chapter A8 – Discharge measurements at gaging stations: in Techniques of water-resources investigations of the United States Geological Survey, p. 1-65.
Center for Disease Control, 2004, Center for Disease Control Website: http://ncidod/dbmd/diseaseinfo
Champion, K.M., and DeWitt, D.J., 2000, Origin of nitrate in ground water discharging from Crystal Springs; Pasco County, Florida – Draft: Brooksville, Southwest Florida Water Management District Report, 191p.
Champion, K.M., and Starks, R., 2001, The hydrology and water quality of springs in westcentral Florida: Brooksville, Southwest Florida Water Management District Report, 148 p. Copeland, R. (compiler), 2003. Florida Spring Classification System and spring glossary: Florida Geological Survey, Special Publication No. 52, 18 p.
Copeland, R., Hornsby, D., and Smith, D., 2001, Monitoring the effects of implementing best management practices in a rural watershed in north-central Florida: in Conference Proceedings of the National Water Monitoring Conference – Monitoring for the Millennium, April 25-27, 2000, Austin, Texas, National Water Quality Monitoring Council, p. 89-100. BULLETIN NO. 66



### 343

### DeHan, R.S. (compiler), 2002, Workshop to develop blue prints for the management and protection of Florida springs – Proceedings, Ocala, FL., May 8-9, 2002: Florida Geological Survey Special Publication 51, Compact Disk.
Dunbar, J.S., Faught, M.K., and Webb, S.D., 1988, Page/Ladson (8JE591): An underwater paleo-indian site in northwestern Florida: Florida Anthropologist, v. 41, p. 442-452.
Faught, M.K., in press, Submerged Paleoindian and Archaic sites of the Big Bend, Florida: Journal of Field Archaeology, v. 58.
Ferguson, G.E., Lingham, C.W., Love, S.K., and Vernon, R.O., 1947, Springs of Florida: Florida Geological Survey Bulletin 31, 196 p.
Field, M.S., 1999, A Lexicon of cave and karst terminology with special reference to environmental karst hydrology: Washington, D.C., U.S. EnvironmentalProtectionAgency/600/R-99/006, National Center for Environmental AssessmentWashington Division, Office of Research and Development, U.S. Environmental Protection Agency, 195 p.
Florida Department of Environmental Protection, 1994, Groundwater guidance concentrations: Florida Department of Environmental Protection, Division of Water Facilities, Bureau of Drinking Water and Ground Water Resources, 53 p.
Florida Department of Environmental Protection, 2002, Standard operating procedures for field activities: DEP-SOP-001/01 (dated January 1, 2002).
Florida Springs Task Force, 2000, Florida’s springs: Strategies for protection and restoration: Tallahassee, Florida Department of Environmental Protection, 63 p.
Fujioka, R.S., and Byappanahalli, M.N., 2004, Proceedings and report – Tropical water quality indicator workshop, August 2003: University of Hawaii at Manoa Water Resources Research Center, Special Report SR-2004-01.
Hanshaw, B.B., Back. W., and Rubin, M., 1965, Radiocarbon determinations for estimating ground-water flow velocities in central Florida: Science, v. 148, p. 494-495.
Henry, J.A., 1998, Weather and climate: in: Fernald, E. A. and Purdum, E. D., (eds.), Water Resources Atlas of Florida:Tallahassee, Florida State University, p. 16-37.
Hornsby, D. and Ceryak, R., 1998, Springs of the Suwannee River Basin in Florida: Live Oak, Suwannee River Water Management District WR 99-02, 178 p.
Hornsby, D. and Ceryak, R., 2000, Springs of the Aucilla, Coastal, and Waccasassa Basins in Florida: Live Oak, Suwannee River Water Management District WR 00-03 66 p.
Huntoon, P.W., 1995, Is it appropriate to apply porous media groundwater circulation models to karst aquifers?: in: Aly El-Kadi (ed.), Groundwater Models for Resources Analysis and Management: Boca Raton, Lewis Publishers, p. 339-358. FLORIDA GEOLOGICAL SURVEY



### 344

### Jones, G.W., Upchurch, S.B., and Champion, K.M., 1996, Origin of nitrate in ground water discharging from Rainbow Springs, Marion County, Florida: Brooksville, Southwest Florida Water Management District Report, 155 p.
Jones, G.W., Upchurch, S.B., and Champion, K.M., 1998 (Revised), Origin of nutrients in ground water discharging from the King’s Bay Springs: Ambient Ground-Water Quality Monitoring Program, Brooksville, Southwest Florida Water Management District Report, 158 p.
Katz, B.G., 2004, Sources of nitrate contamination and age of water in large karstic springs of Florida: Environmental Geology, in press.
Katz, B.G., Bohlke, J.K., and Hornsby, H.D., 2001, Timescales for nitrate contamination of spring waters: Chemical Geology, v. 179, Issues 1-4, p. 167-186.
Klein, H., 1975, Depth to base of potable water in the Floridan aquifer, revised: Florida Geological Survey Map Series 42.
Lane, B.E., 1986, Karst in Florida: Florida Geological Survey Special Publication 29, 100 p.
Lane, B.E., 2001, The Spring Creek submarine springs group, Wakulla County, Florida: Florida Geological Survey Special Publication 47, 34 p.
Maddox, G.L., Lloyd, J.M., Scott, T.M., Upchurch, S.B., and Copeland, R., (eds.), 1992, Florida’s Ground Water Quality Monitoring Program, Background Geochemistry: Florida Geological Survey Special Publication 34, 364 p.
Means, G.H., Copeland, R.E., and Scott, T.M., 2003, Nitrate trends in selected second magnitude springs of Florida (abs.): Program with abstracts, South-Central and Southeastern Section Geological Society of America meeting, Memphis, TN, v. 35, no. 1, p. 61.
Meinzer, O.E., 1927, Large springs in the United States: U.S. Geological Survey WaterSupply Paper 557, 94 p.
Miller, J.A., 1986, Hydrogeologic framework of the Floridan aquifer system in Florida and parts of Georgia, Alabama, and South Carolina: U.S. Geological Survey, Professional Paper 1403-B, 91 p., 33 maps.
Monroe, W.H., 1970, A Glossary of karst terminology: U.S. Geological Survey Water-Supply Paper 1899, 26 p.
Neill, W.T., 1958, A stratified early site at Silver Springs, Florida, The Florida Anthropologist, v. 11, n. 2, p. 33 – 53.
Odum, H.T., 1957, Trophic structure and productivity of Silver Springs, Florida: Ecological Monographs, v. 7, Issue 1, p. 55-112 BULLETIN NO. 66



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### Romero, J.C., 1970, Movement of bacteria and viruses through porous media: Ground Waters, v. 8, no. 2, p. 37-48.
Rosenau, J.C., Faulkner, G.L., Hendry, C.W., Jr., and Hull, R.W., 1977, Springs of Florida: Florida Geological Survey Bulletin 31 Revised, 461 p.
Royal, W.D., and Clark, E., 1960, Natural preservation of human brain, Warm Springs, Florida: American Antiquity 26, p. 285-287.
Schmidt, W., 2001, Silver Springs, Florida, USA: in: LaMoreaux, P.E. and Tanner, J.T. ,(eds.) 2001, Springs and bottled waters of the world – Ancient history, source, occurrence, quality and use: New York, Springer-Verlag, p. 137-141.
Scott, T.M., 1992a, A geological overview of Florida (upgraded and extended): Florida Geological Survey Open File Report 50, 78p.
Scott, T.M., 1992b, Chapter III - Hydrostratigraphy: in: Maddox, G.L., Lloyd, J.M., Scott, T.M., Upchurch, S.B., and Copeland, R. (eds.), 1992, Florida’s Ground Water Quality Monitoring Program, Background Geochemistry: Florida Geological Survey Special Publication 34, p. 6-11.
Scott, T.M., 2001, Water sustainability in Florida – Research, policy and geologist’s responsibilities: Abstracts with program, Geological Society of America annual meeting, v. 33, no. 6, p. A-200.
Scott, T.M., in preparation, Geomorphic map of Florida: Florida Geological Survey Map Series.
Scott, T.M., Campbell, K.M., Rupert, F.R., Arthur, J.D., Green, R.C., Means, G.H., Missimer, T.M., Lloyd, J.M., Yon, J.W. and Duncan, J.G., 2001, Geologic map of Florida: Florida Geological Survey Map Series no. 146.
Scott, T.M., Means, G.H., Means, R. C., and Meegan, R.P., 2002, First magnitude springs of Florida: Florida Geological Survey Open File Report 85, 138 p.
Scott, T.M., and Schmidt, W., 2000, Water sustainability: Geological perspectives on the Everglades water supply problem: Pre-conference papers, Kansas Geological Survey Open-file Report 2000-51, p. 69-80.
SDII Global Corporation, 2002, Glossary of terms: Tampa, SDII Global Corporation, 9 p.
Simpson, H.H., 1935, untitled, Hobbies, v. 40, no. 4, p. 93-94.
Smith, R.P., 1992, A primer of environmental toxicology: Health Sciences, p. 142-150.
Southeastern Geological Society, 1986, Hydrogeological units of Florida: compiled by Southeastern Geological Society ad hoc committee: Florida Geological Survey Special Publication 28, 8 p. FLORIDA GEOLOGICAL SURVEY



### 346

### Tesar, L.D. and Jones, C.B., 2004, Wakulla Springs lodge site (8WA329) in Edward Ball Wakulla Springs State Park, Wakulla County, Florida: A summary of eleven projects and management recommendations: Tallahassee, State of Florida, Division of Historical Resources, Bureau of Archaeological Research Report, 184 p.

Triola, M.F., 1998, Elementary statistics, 7th ed: Reading, Addison-Wesley, 791 p.
Upchurch, S.B., 1992, Quality of water in Florida’s aquifer systems: in: Maddox, G.L., Lloyd,J.M., Scott, T.M., Upchurch, S.B. and Copeland, R. (eds.), Florida’s ground water quality monitoring program – Background hydrogeochemistry: Florida Geological Survey Special Publication 34, p. 12- 63.
Upchurch, S.B., and Champion, K.M., 2003, Geostatistical analysis of water-level and water-quality data for the Ichetucknee springshed: SDII report to Suwannee River Water Management District, 15 p.
Upchurch, S.B., Hornsby, D., Ceryak, R. and Zwanka, W., 2001, A strategy for the characterization of first magnitude springs: Suwannee River Water Management District, WR01/02-01, 86 p.
Waller, B.I., 1983, Florida Anthropologist interview with Ben Waller, The Florida. Anthropologist, v. 36, p. 31-39.
Watershed Monitoring Data Management Section, Florida Department of Environmental Protection, 1991, Springs initiative monitoring standard operating procedures, 21 p.
Wilson, W. L., and Skiles, W. C., 1989, Partial reclassification of first-magnitude springs in Florida: in: Beck, B. F., (ed.), The proceedings of the 3 rd 

### multidisciplinary conference on sinkholes and the environmental impacts of karst: Rotterdam, A. A. Balkema, p. 65-72.
Yobbi, D. and Knochenmus, L., 1989, Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, Southwest Florida: U.S. Geological Survey WRI Report, 88-4116, 63 p. BULLETIN NO. 66



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### 348

### APPENDIX A

GLOSSARY
The Florida Springs Nomenclature Committee (FSNC) believes that only a minimumnumber of terms should be included (see Copeland, 2003). Most definitions used in the glossary were either taken or modified from the following resources: (1) the Lexicon of Cave and Karst Terminology with Special Reference to Environmental Karst Hydrology (Field, 1999), (2) the Dictionary of Geological Terms by the American Geological Institute (AGI) (Bates and Jackson, 1984), (3) the Sinkhole Glossary (SDII Global Corporation, 2002), and (4) Glossary of Karst Terminology (Monroe, 1970). On occasion other sources were used and are noted in the glossary. Often, the FSNC made its own definition, or modified definitions from the other sources. If a definition was generated or significantly modified by the committee, it appears in the glossary as (Copeland, 2003).
The FSNC believes the meanings of key spring terms and an understanding as tohow they differ are extremely important for the hydrogeology community in its efforts to better appreciate the dynamics of Florida’s springs. These special terms (underlined in the glossary) are listed below in alphabetical order:
karst window, offshore spring, onshore spring, seep (or spring seep), spring, spring group, spring magnitude, spring run, springshed (or spring recharge basin), and vent (or spring vent).
alluvial sinkhole – An alluvial sinkhole is an ancient or relict sinkhole (paleosinkhole) that has been filled with soil and/or sediment. It may or may not have a surficial expression. See also paleosinkhole and relict sinkhole (SDII Global Corp., 2002).
artesian – A modifier that describes a condition in which the potentiometric surface is above elevation of the top of the aquifer (Modified from Field, 1999). It is synonymous with confined

. aquifer – A body of soil, sediment, or rock that is saturated with water and sufficiently permeable to allow production of water from wells (SDII Global Corp., 2002). blind valley – A stream valley that terminates abruptly at a sinkhole, swallow hole, or swallet (where the stream disappears underground) (SDII Global Corp., 2002).
caliche – See duricrust

.
cave – A natural underground opening or series of openings and passages large enough to be entered by an adult person (Modified from Monroe, 1970).

cavern – A cave or conduit system with larger than average size that has been created by the dissolution of limestone or other soluble rock (SDII Global Corp., 2002). cavernous porosity – A pore system having large, cavernous openings; the lower size BULLETIN NO. 66



### 349

### limit, for field analysis, is practically set at approximately the smallest opening that an adult person may enter (Field, 1999).
chert – limestone replaced by quartz (silica). Used by Native Americans for a variety of implements including knives and projectile points. Also known as flint. “chimney” sink – A cover-collapse sinkhole that forms near a vertical shaft or “chimney,” typically developing where bedrock is near land surface. These features are common in the Gainesville area of Florida (Modified from SDII Global Corp., 2002). collapse sinkhole – A type of sinkhole formed by collapse of the cover materials (soil, sediment, or rock) into an underground void created by the dissolution of limestone or dolostone. See rock- collapse sinkhole and cover-collapse sinkhole (SDII Global Corp., 2002). conduit; karst conduit – Large dissolutional voids, including enlarged fissures and tabular tunnels. In some usage, the term is restricted to voids that are water-filled. Conduits may include all voids greater than 10 mm (one cm) in diameter, but another classificationscheme places them between arbitrary limits of 100 mm to 10 m. Whichever value is accepted in a particular context, smaller voids are commonly termed subconduits (Field, 1999). conduit flow; karst conduit flow – Underground water flow within conduits. Conduit flow is generally turbulent, but can also be laminar (Field, 1999). confined – See artesian

.
cover – Materials consisting of soil, sediment, or rock that overlies the soluble rock (limestone, dolostone, etc.) in a karst terrane. In Florida, the cover includes the sand and clay deposits that overlie the limestone (Modified from SDII Global Corp., 2002). cover-collapse sinkhole – A sinkhole formed by cover materials (sand, clay, etc.) raveling into a void in the underlying limestone (Modified from SDII Global Corp., 2002).
cover-subsidence sinkhole – A collapse sinkhole that forms when the upper surface of the limestone is dissolved away, and the cover materials slowly subside to occupy the space once occupied by limestone. Voids may not be well developed in cover-subsidence sinkholes because of the continued downward movement of cover materials. See also solution sinkhole and sag depressions (SDII Global Corp., 2002). diffuse flow – Ground-water flow conditions that are generally slow-moving, may be laminar (Reynolds number much less than 1.0), have uniform discharge, and a slow response to storms (Modified from Field, 1999). discharge – The rate of flow at a given instant in terms of volume per unit of time (Modified from Bates and Jackson, 1984). It is synonymous with flux.
doline – A bowl- or funnel-shaped hollow in limestone topography, ranging in diameter from a few meters to a kilometer, and in depth up to several hundred meters (Modified from Monroe, 1970). A doline is synonymous with sinkhole

. dolostone – A sedimentary rock composed predominantly of the mineral dolomite (Ca,Mg(CO 3

### ) 2

### ). While soluble, dolostone is less likely to contain well developed karst features than limestone (Modified from SDII Global Corp., 2002).
duricrust – A deposit of precipitated minerals, mainly calcite, formed in the soil or nearsurface layers in arid or semi-arid zones at the horizon where ascendant capillary water evaporates and salts held in solution are deposited. In Florida, seasonal rainfall and intense FLORIDA GEOLOGICAL SURVEY



### 350

### evaporation may form similar semi-concreted soils within the epikarst (Modified from Field, 1999). epikarst – 1 . The zone of weathering that penetrates the upper surface of a limestone stratum. Weathering of limestone results in development of rubble, fine-grained, carbonate-rich silt, clay, and karren (including pinnacles and valleys in the limestone rock surface) (Modified from SDII Global Corp., 2002). 2 . An intensely dissolved zone consisting of an intricate network of intersecting roofless, dissolution-widened fissures, cavities, and tubes dissolved into the uppermost part of the carbonate bedrock.The dissolution features in the epikarst zone are organized to move infiltrating water laterally to down-gradient seeps and springs or to collector structures such as shafts that conduct the water farther into the subsurface (Huntoon, 1995).
estavelle – 1 . A spring that reverses flow because of relative changes in the elevation of ground-water potentials and stream stage (SDII Global Corp., 2002). 2 . An intermittent spring resurgence or exsurgence, active only in wet seasons (Modified from Field, 1999). Generally, an estavelle is located near streams or rivers. When the water level of the stream is high (e.g., during flood stage), surface water directly recharges the aquifer.
exsurgence – A spring or seep in karstic terrane not clearly connected with swallets (or ponors) at a higher level (Field, 1999). fissure – Any discontinuity within the rock mass that is either initially open or capable of being opened by dissolution to provide a route for water movement. Fissures in this sense, applied generally in karst, therefore include the primary sedimentary bedding planes as well as tectonic faults and joints. More specifically, the term has been used to describe voids with an average width dimension of 10 to 100 mm (Modified from Field, 1999). fracture – Cracks formed in soils, sediment or rocks by natural stresses. In Florida, many fractures have been developed to relieve stress caused by Earth tides (SDII Global Corp., 2002). It is synonymous with joint

. fracture trace – A confirmed pattern observed through remote sensing (aerial photographyor satellite imagery) that owes its origin to jointing or fracturing in the underlying soils, sediments or bedrock. See photolineament (SDII Global Corp., 2002). groundwater level – the measurement, in feet, of the elevation of the top of an aquifer, as measured in a network of groundwater monitoring wells and/or supply wells. The level can fluctuate in response to aquifer recharge and groundwater withdrawals. grotto – A cave chamber or room preceded by a narrower passage (Modified from Field, 1999). Hydrilla

– an invasive, exotic, aquatic plant that is growing rampant in many springs and rivers. hydrogeology – the study of subsurface waters in their geologic context. impermeable – not permitting the passage of fluids. In the case of geologic formations, an impermeable layer of earth is one through which groundwater cannot pass. joint – See fracture

. karren – Features that develop on the upper surface of a limestone or other soluble rock as it is weathered. These features are prevalent in the Quilin area in China and in westernIreland. In Ireland they are sometimes referred to as burren. In Florida, karren are usuBULLETIN NO. 66



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### ally buried under the cover materials and consist of pinnacles and depressions in the rock surface. The depressions may or may not be related to sinkhole activity (Modified from SDII Global Corp., 2002).
karst – A term describing landforms that have been modified by dissolution of soluble rock (limestone or dolostone) (Modified from SDII Global Corp., 2002).
karst terrane – A terrane, generally underlain by limestone or dolostone, in which the topography is chiefly formed by the dissolution of rocks, and which may be characterized by springs, sinkholes, sinking streams, closed depressions, subterranean drainage, and caves.
karst window – 1 . A depression opening that reveals portions of a subterranean flow, or the unroofed portion of a cave (a vertical window). 2 . An opening in natural limestone walls, formed by the joining of subterranean karst grottos as a result of dissolution processes (a horizontal window). Both terms are modified from Field (1999). Note also that the FSNC believes that flow through an exposed conduit in the aquifer is different from flow onto the Earth’s surface. For this reason, the FSNC does not consider a karst window to be a spring

. It is an exception to the definition of a spring (See spring ). karstic aquifer – An aquifer containing soluble rocks with a permeability structure thatincludes abundant interconnected conduits dissolved from the host rock. The interconnected conduits are organized and facilitate the circulation of fluid in the down-gradient direction, wherein the permeability structure evolved as a consequence of dissolution by fluid (Modified from Huntoon, 1995). laminar flow – Flow in which the head loss is proportional to the first power of velocity. Water flowing in a laminar manner will have streamlines that remain distinct and the flow direction at every point remains unchanged with time. Darcy’s Law strictly applies under laminar flow conditions only (Modified from Field, 1999).
limestone – A sedimentary rock primarily composed of the mineral calcite (CaCO 3

### ). Limestone is soluble and often develops karst features when weathered (Modified from SDII Global Corp., 2002). magnitude – See Spring magnitude

. nonartesian - A condition in which the upper surface of the zone of saturation forms a water table under atmospheric pressure. The term is synonymous with unconfined (Field, 1999). offshore spring – The point of discharge of the spring is seaward of the mean low-tide level.
onshore spring – The point of discharge of the spring is landward of the mean low-tide level. overflow stream – A stream valley that is down-gradient of a swallow hole, swallet, or blind valley and that carries water only when the recharge capacity of the swallow hole is exceeded. In Florida, the term is sometimes used to identify an overflow, or paleo-overflow, stream valley (Modified from SDII Global Corp., 2002). paleokarst – This term describes either an ancient karst terrane or the presence of features associated with an ancient karst terrane. The term is used to describe old sinkholes and other karst features that are no longer actively forming. In west-central Florida, the term is used to refer to sinkholes that formed decades to millions of years ago and are no longer FLORIDA GEOLOGICAL SURVEY



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### active (Modified from SDII Global Corp., 2002). paleosinkhole – An ancient sinkhole that is no longer active. See relict sinkhole and alluvial sinkhole (SDII Global Corp., 2002). photolineament – A natural linear feature on the land surface that has been identified from aerial photographs or other images. Photolineaments are identified by alignments within or between lakes and wetlands, sinkholes, stream segments, soils, and vegetation patterns. Photolineaments are also known as photolinears

. Note that photolinears may or may not represent geologic features, so the term is not synonymous with fracture trace. See fracture trace (Modified from SDII Global Corp., 2002). pipe – In karst terminology, a semi-circular conduit through which water and soil can pass. Pipes are often nearly vertical and have steep (nearly vertical) sides (SDII Global Corp., 2002). polje – A large flat-bottom sinkhole complex formed by the coalescence of several smaller sinkholes. Poljes are flat-bottomed because of subsequent sedimentation, usually by a lake. Payne’s Prairie in Alachua County is an example (Modified from SDII Global Corp., 2002).

ponor – Hole in the bottom or side of a closed depression through which water passes to or from an underground channel (Field, 1999). It is synonymous with swallow hole

. raveling –The process by which water transports soil particles downward into cavities in the underlying strata. Because sand is typically damp and the grains are angular, in Floridathey do not easily ravel without moving water. Because of their cohesiveness, clay-rich strata are more difficult to ravel than sandy soils (SDII Global Corp., 2002).
relict sinkhole – A relict (or relic) sinkhole is an ancient sinkhole that is no longer active. It may be expressed as a sinkhole lake, depression in the land surface, or loose soils in the subsurface. See paleosinkhole and alluvial sinkhole (Modified from SDII Global Corp., 2002).
resurgence – re-emergence of groundwater through a karst feature, a part or all of whose waters are derived from surface inflow into ponors at higher levels (Modified from Field, 1999).
river rise – see resurgence (Field, 1999). rock-collapse sinkhole – A collapse sinkhole formed when the limestone, or other soluble rock, cavern ceiling fails and collapses into a void (Modified from SDII Global Corp., 2002).
rubble – In the context of karst, rubble describes the gravel-like debris that forms as limestone is weathered (Modified from SDII Global Corp., 2002). sag depression – A sag depression is often the surficial manifestation of a solution or coversubsidence sinkhole. As the underlying bedrock is dissolved away, the cover materials slowly sag, creating a depression. Owing to the shallow water table, sags often become small, circular wetlands (SDII Global Corp., 2002).
sand boil – A spring in which the vent has been filled in with sand. Spring discharge continuously suspends the sand particles that cover the spring. Thus the spring has a “boiling” appearance.
seep – 1 . To move slowly through small openings of a porous material (Field, 1999). 2 . With regard to springs in Florida, a seep is also a noun that infers one or more small openings in which water discharges diffusely (“oozes”) from the ground-water environment. Discharge is from intergranular pore spaces in the matrix and flow is typically laminar. BULLETIN NO. 66



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### seepage – The infiltration or percolation of water through rock or soil to or from the Earth’s surface and is usually restricted to the very slow movement of groundwater (Field, 1999).
sink – See sinkhole

. sinkhole – A landform created by subsidence of soil, sediment, or rock as underlying strata are dissolved by groundwater. Sinkholes can form by collapse into subterranean voids created by dissolution of limestone or dolostone or by subsidence as these strata are slowly dissolved away (Modified from SDII Global Corp., 2002). siphon – 1 . In speleology, a cave passage in which the ceiling dips below a water surface (Monroe, 1970). 2 . A flooded cave passage. A gallery (conduit) in the form of a “U” with water moving only under pressure when the siphon is completely filled (Field, 1999). 3 . Site and origin of an intermittent spring; section of a flooded cave or sump flooded passage (Field, 1999). soil piping – Laterally limited, vertical areas of loose soil often caused by downward vertical movement of the soil (raveling). See pipe (Modified from SDII Global Corp., 2002).
solution sinkhole – Sinkhole formed by the slow subsidence of soil or sediment as the upper surface of the underlying, water-soluble sediment or rock is removed by dissolution. See cover-subsidence sinkhole (SDII Global Corp., 2002). source aquifer – The aquifer from which the water in a spring originates. spring – A point where underground water emerges onto the Earth’s surface (including thebottom of the ocean). The image of a trickle of water springing from a hillside hardly matches that of a vast cave pouring forth a river, but both are called springs. Springs may be exsurgences or resurgences, depending upon the source of their water. They may also be part-time exsurgences and part-time resurgences. In some usages “spring” is restricted to the water that outflows, in other usages the word can refer to the water, the outlet, or the locality of the outflow (Field, 1999). Note that the FSNC believes that flow through anexposed conduit in an aquifer is different from flow onto the earth’s surface. For this reason, the FSNC does not consider a karst window to be a spring . It is an exception to the definition of a spring. spring boil – Variable discharge from a spring in which hydrostatic pressure is great enough to cause a turbulent discharge that is visible at the water surface (modified from Field, 1999). spring complex – See Spring Group . The FSNC encourages the use of spring group anddiscourages the use of this term. spring group – A collection of individual spring vents and seeps that lie within a discrete spring recharge basin (or springshed). The individual vents and seeps of onshore spring groups almost always share a common spring run, or a tributary to the run. Spring groupvents and seeps are often spread over an area of several square miles. It should be emphasized that the term spring group will be restricted to those vents and seeps that discharge a well-defined spring recharge basin. The spring vents or seeps within a springshed may be referred to as springs. As an example, the Rainbow Springs Group will include several spring vents that drain the Rainbow Springs Group basin, and discharge into the Rainbow River spring run. Note that a spring recharge basin is defined only by potentiometric data and not by chemical or other physical characteristics of the spring discharge. However, chemical and additional physical data can, and should, be used to better define individual FLORIDA GEOLOGICAL SURVEY



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### spring vent basins within a spring group basin. This type of mapping was conducted for the Rainbow Springs Group in Marion County by Jones et al. (1996). Not all springsheds have been mapped. Therefore, if a springshed is not mapped, then it is acceptable to use the term “springs” to refer to multiple vents discharging into a common spring run. spring magnitude – A category based on the volume of flow from a spring per unit time. Notes regarding magnitude – One discharge measurement is enough to place a spring intoone of the eight magnitude categories. However, springs have dynamic flows. A spring categorized as being a first-magnitude spring at one moment in time may not continue to remain in the same category. Therefore, the magnitude of the spring is to be based on the median value of all discharge measurements for the period of record. The median of a set of scores is the middle value when the scores are arranged in increasing (or decreasing) order (Modified from Triola, 1998).It is recognized that historically, many springs in Florida have kept one magnitude category, even though the discharge may have changed considerably from when it was first assigned a magnitude. For this reason, a historical category is acceptable in the Florida Springs Classification System. For example, the discharge of a spring may have been taken in 1946. At that time it was classified as a first-magnitude spring. No other measurement was taken until 2001. During that year, three discharge measurements were taken. The median value of all four measurements reveals that the spring should be re-classified to asecond-magnitude spring in 2001. Nevertheless, it can still be considered a historical firstmagnitude spring. The term “historical” refers to the period of time prior to the adoption of the Florida Springs Classification System (2003). The location of a discharge measurement is critical for defining the magnitude of a spring. Whenever possible, a discharge measurement should be restricted to a vent or seep. However, this is often impractical. For example, the only place to take a measurement may be in a spring run downstream where multiple springs have discharged into the run. For this reason, whenever a discharge measurement or water sample is taken, the springs (vents or seeps) included in the measurement need to be reported. The exact location of thedischarge measurement (using a Global Positioning System with approved locational specifications) and a standardized locational reference point for each measurement is encouraged. spring pool – A small body of water, either artificially impounded or naturally occurring, that encompasses one or more spring vents. It contains spring discharge that flows into a spring run. spring recharge basin – Those areas within ground- and surface-water basins that contribute to the discharge of the spring. The position of the divide is orthogonal to isopotential lines. It is synonymous with springshed . Note that the position of the recharge basin boundary is time-dependent. That is, the boundary is representative of a “snapshot” in time, rather than permanent. Thus, the boundaries of springsheds are dynamic and vary as aresult of a changing potentiometric surface. If a spring is found to drain one springshed during times of high potentiometry, and another basin during low times, then the spring should be connected with two spring basins in the spring database. Whenever practical, descriptive aspects of the recharge basin should be noted in the spring database. The following are examples. The relative recharge to groundwater within thebasin should be noted. Those portions of the basin where confined and unconfined groundwater conditions exist should also be recorded. Finally, groundwater vulnerability within BULLETIN NO. 66



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### the springshed should be noted if possible. A potential tool to predict vulnerability is the Florida Aquifer Vulnerability Assessment (FAVA) model (Baker et al., 2002). spring run – 1 . A body of flowing water that originates from a karst spring (Field, 1999). 2 . A stream (river, creek, etc.) whose primary (>50%) source of water is from a spring, springs, or spring group. For example, the Wakulla River, where the predominant source ofwater is from Wakulla Spring, is a spring run. However, farther down stream, where surface water tributaries, contribute 50% or greater of the flow, the Wakulla River is no longerconsidered a spring run. A detailed hydrogeologic (e.g., the collection of discharge and seepage data) study may be needed in order to identify boundaries of a spring run. spring seep – See seep

. spring vent – See vent

. Springs – Multiple spring vents or seeps located in proximity to each other. The usage of this term is discouraged, but for pragmatic reasons, it cannot be entirelydropped. For example, several vents may discharge into a common spring run and the collection of scientific data (e.g. water samples or discharge measurements) cannot be obtainedfrom individual vents located in the run. However, it may be practical to obtain a composite water sample or composite flow measurement representing several vents. Under this situation, the term springs is acceptable. However, a list of each vent or seep represented by the composite sample should be recorded by the sampler, and ultimately placed into the spring database. steephead – A deeply cut valley, generally short, terminating at its upslope end in an amphitheater, at the foot of which a stream may emerge (e.g., ocean, lake, river, or stream) (Field, 1999) . springshed – See spring recharge basin

. subaqueous spring – A spring that discharges below the surface of a water body (Field, 1999). The term infers a pre-existing receiving surface-water body and is synonymous with submerged

. submerged – See subaqueous

. submarine spring – See offshore spring

. swallet – See swallow hole

. swallow hole – A place where water disappears underground in a limestone region. A swallow hole generally implies water loss in a closed depression or blind valley, whereas aswallet may refer to water loss into alluvium at a streambed, even though there is no depression (Field, 1999). tidal spring – A spring whose discharge is controlled by tidal cycles. Near the coast, tidal springs may alternately discharge saline and fresh water. Inland, thepattern of fresh water discharge may simply reflect tidal changes in the potentiometric surface (SDII Global Corp., 2002). turbulent flow – The flow conditions in which inertial forces predominate over viscousforces and in which head loss is not linearly related to velocity. It is typical of flow in surface-water bodies and subsurface conduits in karst terranes, provided that the conduits have a minimum diameter of approximately 2-5 mm, although some research suggests that 5-15 FLORIDA GEOLOGICAL SURVEY



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### mm may be more appropriate (Modified from Field, 1999).

trace – See overflow stream (SDII Global Corp., 2002).
uvala – Large, complex sinkholes with irregular bottoms, formed by the coalescence of several smaller closed depressions. The bottom of an uvala is characterized by multiple sinkholes and an irregular bottom (Modified from SDII Global Corp., 2002). unconfined – See nonartesian

. vent – An opening that concentrates ground-water discharge at the Earth’s surface, including the bottom of the ocean. The spring point of discharge is significantly larger than that of the average pore space in the surrounding rock and is often considered a cave or fissure. Flow from the opening is mostly turbulent. BULLETIN NO. 66



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### 358BULLETIN NO. 66



### 359 APPENDIX B FLORIDA SPRINGS LOCATIONS
Appendix B 1 Springs visited by FGS springs teams.FLORIDA GEOLOGICAL SURVEY



### 360 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE ALA930971 Spring Alachua 29 49 40.59404 82 38 27.00683 ALA930972 Spring Alachua 29 50 40.78446 82 37 51.08023 BOULWARE SPRINGS Spring Alachua 29 37 15.20674 82 18 25.90535 DARBY SPRING Spring Alachua 29 51 09.41767 82 36 21.46651 GLEN SPRINGS Spring Alachua 29 40 30.04208 82 20 52.43622 HORNSBY SPRING Spring Alachua 29 51 01.27940 82 35 35.52436 MAGNESIA SPRINGS Spring Alachua 29 35 00.26351 82 08 58.53592 POE SPRING Spring Alachua 29 49 32.57677 82 38 56.30233 SANTA FE RIVER RISE River Rise Alachua 29 52 26.01811 82 35 29.89039 TREEHOUSE SPRING Spring Alachua 29 51 17.58982 82 36 10.35691 BLUFF SPRINGS Spring Bay 30 25 30.95551 85 32 54.19590 ECONFINA UNNAMED SPRING Spring Bay 30 25 53.46073 85 32 50.76532 GAINER SPRING #1C Spring Bay 30 25 39.62276 85 32 45.82853 GAINER SPRING #2 Spring Bay 30 25 38.61221 85 32 53.95200 GAINER SPRING #3 Spring Bay 30 25 44.30302 85 32 55.63252 PITT SPRING Spring Bay 30 25 58.67918 85 32 47.14062 SYLVAN SPRINGS Spring Bay 30 25 54.33622 85 32 53.60107 SYLVAN SPRINGS #2 Spring Bay 30 25 53.79535 85 32 50.33000 GROTTO SPRINGS Spring Calhoun 30 35 57.88414 85 09 51.27854 HAMILTON SPRING Spring Calhoun 30 31 09.30846 85 09 47.51557 SALLY SPRING Spring Calhoun 30 34 13.08407 85 10 24.31085 ALLIGATOR SPRING Spring Citrus 28 48 01.61737 82 35 16.71295 BAIRD SPRING Spring Citrus 28 42 26.91486 82 34 41.51827 BAIRD SPRING #2 Spring Citrus 28 42 29.88288 82 34 42.80038 BAIRD SPRING #3 Spring Citrus 28 42 32.85551 82 34 46.71905 BAIRD SPRING #4 Spring Citrus 28 42 33.33298 82 34 48.98521 BANANA SPRING Spring Citrus 28 48 03.63542 82 35 17.43986 BEAR SPRING Spring Citrus 28 48 06.46985 82 35 14.12002 BLACK SPRINGS Spring Citrus 28 52 38.27996 82 35 56.40000 BLUE HOLE SPRING Spring Citrus 28 47 55.63428 82 35 22.33820 BLUEBIRD SPRINGS Spring Citrus 28 47 20.38027 82 34 46.25807 CATFISH SPRING Spring Citrus 28 53 52.79993 82 35 56.40000 CHASSAHOWITZKA SPRING #1 Spring Citrus 28 42 58.24206 82 34 30.31907 CHASSAHOWITZKA SPRING #2 Spring Citrus 28 42 57.66401 82 34 31.62518 CHASSAHOWITZKA SPRING MAIN Spring Citrus 28 42 55.86505 82 34 34.33253 CITRUS BLUE SPRING Spring Citrus 28 58 09.60157 82 18 52.34350 CRAB SPRING Spring Citrus 28 43 01.91694 82 34 33.06893 HALLS RIVER SPRING #2 Spring Citrus 28 49 35.68181 82 34 59.62634 HOMASASSA UNNAMED SPRING #1 Spring Citrus 28 47 53.86830 82 35 23.74112 HOMASASSA UNNAMED SPRING #2 Spring Citrus 28 47 52.92319 82 35 22.74140 HOMOSASSA SPRING #1 Spring Citrus 28 47 56.66734 82 35 18.69090 HOMOSASSA SPRING #2 Spring Citrus 28 47 56.64696 82 35 18.78832 HOMOSASSA SPRING #3 Spring Citrus 28 47 56.63299 82 35 18.67376 HOUSE SPRING Spring Citrus 28 53 50.27996 82 35 27.60000 HUNTER SPRING Spring Citrus 28 53 39.94721 82 35 32.93340 IDIOTS DELIGHT SPRING Spring Citrus 28 53 16.62662 82 35 22.03278 JURASSIC SPRING Spring Citrus 28 53 42.27223 82 35 23.71117 KING SPRING Spring Citrus 28 52 54.19171 82 35 42.17575 KINGS BAY SPRING #1 Spring Citrus 28 53 17.33734 82 35 23.06303 LITTLE HIDDEN SPRING Spring Citrus 28 53 08.81344 82 35 38.62216BULLETIN NO. 66



### 361 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE LITTLE SPRINGS Spring Citrus 28 54 01.19048 82 35 43.33308 MANATEE SANCTUARY SPRING Spring Citrus 28 53 26.86286 82 35 33.37429 MILLERS CREEK SPRING Spring Citrus 28 54 03.95996 82 36 13.68000 POTTER SPRING Spring Citrus 28 43 53.76119 82 35 47.56254 PUMPHOUSE SPRINGS Spring Citrus 28 47 47.38366 82 35 17.85628 RUTH SPRING Spring Citrus 28 43 56.87501 82 35 42.21258 TARPON HOLE SPRING Spring Citrus 28 52 54.63844 82 35 41.33285 THREE SISTERS SPRINGS Spring Citrus 28 53 19.41119 82 35 21.08767 TROTTER MAIN SPRING Spring Citrus 28 47 47.31958 82 35 11.02787 UNNAMED SPRING Spring Citrus 28 53 01.37159 82 35 43.25219 GOLD HEAD BRANCH Seeps Clay 29 50 30.11996 81 57 14.40000 GREEN COVE SPRING Spring Clay 29 59 36.24158 81 40 40.47755 LAKE LOWERY EAST Seep Clay 29 51 40.12380 81 58 48.40561 LAKE LOWERY NORTH Seep Clay 29 52 17.71784 81 59 17.63200 LAKE LOWRY WEST Seep Clay 29 51 57.68345 81 59 44.23546 WADESBORO SPRING Spring Clay 30 09 26.99993 81 43 21.36000 WW GAY 1 SPRING Spring Clay 30 09 14.46664 81 43 41.50567 WW GAY 2 SPRING Spring Clay 30 09 14.09724 81 43 42.76178 BLUE HOLE SPRING Spring Columbia 29 58 49.90703 82 45 30.37914 CEDAR HEAD SPRING Spring Columbia 29 58 59.87993 82 45 31.32000 COL1012971 Spring Columbia 29 51 24.88338 82 43 47.98160 COL1012972 Spring Columbia 29 51 23.37869 82 43 54.11730 COL101971 Spring Columbia 29 49 55.96126 82 40 09.71116 COL101974 Spring Columbia 29 50 02.39359 82 40 36.04462 COL428981 Spring Columbia 29 51 12.72895 82 36 19.87571 COL522981 Spring Columbia 30 19 15.75973 82 45 21.29422 COL522982 Spring Columbia 30 19 17.26457 82 45 23.50213 COL917971 Spring Columbia 29 55 29.37914 82 46 19.16566 COL928971 Spring Columbia 29 53 10.18590 82 45 05.50717 COL930971 Spring Columbia 29 49 52.19216 82 39 24.26238 COLUMBIA SPRING Spring Columbia 29 51 14.79924 82 36 43.03174 JONATHAN SPRING Spring Columbia 29 50 01.64220 82 40 31.49836 JULY SPRING Spring Columbia 29 50 10.22827 82 41 47.02639 MILL POND SPRINGS Spring Columbia 29 57 59.98198 82 45 35.91104 ROARING SPRING Spring Columbia 29 58 34.37278 82 45 28.35706 RUM ISLAND SPRING Spring Columbia 29 50 00.67261 82 40 47.39167 SANTA FE SPRING Spring Columbia 29 56 05.29573 82 31 49.51351 SAWDUST SPRING Spring Columbia 29 50 24.05018 82 42 12.63676 SUNBEAM SPRING Spring Columbia 29 55 41.13995 82 46 11.33000 WILSON SPRING Spring Columbia 29 54 00.18166 82 45 30.77006 COPPER SPRING Spring Dixie 29 36 50.45069 82 58 25.89046 DIX95971 Spring Dixie 29 42 15.83410 82 57 09.87250 GUARANTO SPRING Spring Dixie 29 46 47.26884 82 56 23.84945 LITTLE COPPER SPRING Spring Dixie 29 38 01.36291 82 58 00.64657 MCCRABB SPRING Spring Dixie 29 41 07.75853 82 57 36.73483 POT HOLE SPRING Spring Dixie 29 48 38.45340 82 56 09.08124 STEINHATCHEE RIVER RISE River Rise Dixie 29 46 11.68370 83 19 30.12578 UNNAMED SPRING Spring Dixie 29 41 10.52030 82 57 35.41763 UNNAMED SPRING Spring Dixie 29 49 09.98 82 56 00.35 POTTSBURG SPRING Spring Duval 30 17 23.99996 81 34 15.24000FLORIDA GEOLOGICAL SURVEY



### 362 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE MYSTIC Artesian Well Escambia 30 51 29.23726 87 18 49.32000 BEAR CREEK RISE River Rise Franklin 29 58 54.30176 84 27 47.41686 CHATTAHOOCHEE SPRING Spring Gadsden 30 41 50.67820 84 50 55.82004 BELL SPRING Spring Gilchrist 29 35 50.79905 82 56 28.21751 CAMPGROUND SPRING Spring Gilchrist 29 53 57.44378 82 51 57.94092 DEER SPRING Spring Gilchrist 29 50 28.19260 82 42 26.36683 DEVIL'S EYE SPRING Spring Gilchrist 29 50 06.57413 82 41 47.72224 DEVILS EAR SPRING Spring Gilchrist 29 50 07.25618 82 41 47.76176 DOGWOOD SPRING Spring Gilchrist 29 50 17.00300 82 42 06.45613 GIL1012971 Spring Gilchrist 29 51 21.24493 82 43 55.88224 GIL1012972 Spring Gilchrist 29 51 21.77982 82 43 57.75409 GIL1012973 Spring Gilchrist 29 51 22.27194 82 43 58.42096 GIL84971 Spring Gilchrist 29 49 47.50374 82 53 29.18497 GIL928971 Spring Gilchrist 29 52 32.15183 82 45 06.81066 GIL99972 Spring Gilchrist 29 55 51.30746 82 48 08.69692 GILCHRIST BLUE SPRING Spring Gilchrist 29 49 47.64094 82 40 58.26536 GINNIE SPRING Spring Gilchrist 29 50 10.82130 82 42 00.43704 HART SPRINGS Spring Gilchrist 29 40 32.66692 82 57 06.16075 JOHNSON SPRING Spring Gilchrist 29 49 53.39302 82 40 46.95758 LILLY SPRING Spring Gilchrist 29 49 46.98134 82 39 40.36496 LITTLE BLUE SPRING Spring Gilchrist 29 49 49.14570 82 41 01.78264 LITTLE DEVIL SPRING Spring Gilchrist 29 50 04.42810 82 41 49.31750 LITTLE OTTER SPRING Spring Gilchrist 29 38 11.10199 82 57 30.33850 LUMBERCAMP SPRINGS Spring Gilchrist 29 42 23.69995 82 56 17.00002 NAKED SPRING Spring Gilchrist 29 49 47.70631 82 40 52.58593 OASIS SPRING Spring Gilchrist 29 55 32.81873 82 46 49.34863 OTTER SPRING Spring Gilchrist 29 38 41.28799 82 56 33.90968 PICKARD SPRING Spring Gilchrist 29 49 49.92287 82 39 43.51370 ROCK BLUFF SPRINGS Spring Gilchrist 29 47 56.70244 82 55 07.10573 SIPHON CREEK RISE River Rise Gilchrist 29 51 22.28796 82 43 58.98266 SUN SPRINGS Spring Gilchrist 29 42 17.05266 82 56 00.69796 TRAIL SPRING Spring Gilchrist 29 53 54.08930 82 52 00.16615 TWIN SPRING Spring Gilchrist 29 50 25.63336 82 42 21.10921 UNNAMED SPRING Spring Gilchrist 29 53 48.59192 82 46 01.67347 ALAPAHA RIVER RISE River Rise Hamilton 30 26 20.28890 83 05 22.42421 HAM1017974 Spring Hamilton 30 25 03.78192 82 57 57.46288 HAM610982 Dry Hamilton 30 25 02.76226 83 12 26.66790 HAM610983 Spring Hamilton 30 25 13.47193 83 12 51.37945 HAM610984 Spring Hamilton 30 26 25.51546 83 13 10.50028 HAM612982 Spring Hamilton 30 28 29.08715 83 14 36.17819 HAM923973 Spring Hamilton 30 25 08.13997 83 08 56.64998 HOLTON CREEK RISE River Rise Hamilton 30 26 16.51193 83 03 27.41134 MORGAN SPRING Spring Hamilton 30 25 12.79996 83 12 26.50000 POT SPRING Spring Hamilton 30 28 14.88900 83 14 03.83680 ROSSETER SPRING Spring Hamilton 30 32 40.78378 83 15 00.20466 SEVEN SISTERS SPRING Spring Hamilton 30 25 02.99993 83 09 19.19002 TANNER SPRING Spring Hamilton 30 27 52.46996 83 13 03.83999 ARIPEKA SPRING #1 Spring Hernando 28 26 18.71084 82 39 31.62071 ARIPEKA SPRING #2 Spring Hernando 28 26 07.06175 82 39 32.15603 BLIND SPRING River Rise Hernando 28 39 28.32178 82 38 04.62095BULLETIN NO. 66



### 363 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE BOAT SPRING Spring Hernando 28 26 11.57852 82 39 23.43618 GATOR SPRING Spring Hernando 28 26 02.75456 82 39 05.61341 LITTLE SPRING Spring Hernando 28 30 48.47083 82 34 51.69968 MAGNOLIA SPRING Spring Hernando 28 26 01.93348 82 39 08.95630 RITA MARIE SPRINGS Spring Hernando 28 41 24.53773 82 35 20.10944 RYLES SPRING Spring Hernando 28 41 13.79555 82 36 50.82444 SALT SPRING Spring Hernando 28 32 46.74908 82 37 08.27512 WEEKI WACHEE SPRING Spring Hernando 28 31 01.88591 82 34 23.39828 BUCKHORN SPRING MAIN Spring Hillsborough 27 53 21.81080 82 18 09.79690 CANAL SPRING Spring Hillsborough 28 02 05.22798 82 20 34.88255 DOUBLE SPRING Spring Hillsborough 28 02 10.43941 82 20 37.52772 EUREKA SPRING Man Made Hillsborough 28 00 21.44066 82 20 45.15040 EUREKA UNNAMED SPRING Man Made Hillsborough 28 00 26.72676 82 20 38.59778 LAST SPRING Spring Hillsborough 28 02 02.78866 82 20 33.30366 LETTUCE LAKE SPRING Spring Hillsborough 28 01 05.52659 82 21 00.25600 LITHIA SPRINGS MAJOR Spring Hillsborough 27 51 58.60184 82 13 53.29394 PALMA CEIA SPRING Spring Hillsborough 27 55 18.73560 82 29 17.93494 SULPHUR SPRING Spring Hillsborough 28 01 16.08143 82 27 05.88568 HOLMES BLUE SPRING Spring Holmes 30 51 06.03450 85 53 09.04751 JACKSON SPRING Spring Holmes 30 42 42.03410 85 55 41.01654 PONCE DE LEON SPRINGS Spring Holmes 30 43 16.32590 85 55 50.46575 THUNDERING SPRINGS Spring Holmes 30 55 14.73953 85 53 27.13902 VORTEX SPRING Spring Holmes 30 46 13.98785 85 56 54.50546 BALTZELL SPRING Spring Jackson 30 49 50.15996 85 14 03.84000 BARREL SPRING Spring Jackson 30 35 32.75884 85 10 14.44800 BLACK SPRING Spring Jackson 30 41 55.40302 85 17 40.07576 BLUE HOLE SPRING Spring Jackson 30 49 12.52348 85 14 41.62272 DOUBLE SPRING Spring Jackson 30 42 13.67996 85 18 11.16000 GADSEN SPRING Spring Jackson 30 42 12.08682 85 17 18.42259 GATOR SPRING Spring Jackson 30 46 40.32732 85 10 01.73597 HAYS SPRING Spring Jackson 30 53 42.33124 85 13 28.14546 HIDDEN SPRING Spring Jackson 30 42 20.19996 85 18 26.08999 HILL SPRINGS Spring Jackson 30 39 51.62947 84 55 34.62006 HOLE-IN-THE-ROCK SPRING Spring Jackson 30 47 00.19622 85 09 22.11250 JACKSON BLUE SPRING Spring Jackson 30 47 25.85360 85 08 24.31806 JACKSON BLUE SPRING APALACHICOLA Spring Jackson 30 36 59.28347 84 55 19.37320 KING SPRING Spring Jackson 30 38 11.52064 84 55 10.24882 LITTLE LAGOON SPRING Spring Jackson 30 37 14.50376 85 10 02.87490 MAUND SPRING Spring Jackson 30 44 46.71532 85 12 55.79978 MILL POND SPRING Spring Jackson 30 42 13.31996 85 18 27.00000 RACOON SPRING Spring Jackson 30 42 24.56996 85 18 14.87002 ROCKY CREEK SPRING Spring Jackson 30 40 31.24114 85 07 55.38263 ROOKS SPRINGS Spring Jackson 30 41 16.43658 85 14 03.79594 SANDBAG SPRING Spring Jackson 30 47 19.39445 85 13 18.90707 SHANGRI-LA SPRINGS Spring Jackson 30 47 24.59713 85 08 34.38618 SINAI SPRING Spring Jackson 30 39 52.54999 84 54 37.65690 SPRINGBOARD SPRING Spring Jackson 30 42 26.63996 85 18 23.76000 TANNER SPRINGS Spring Jackson 30 49 29.83667 85 19 30.68040 TWIN CAVES SPRING Spring Jackson 30 47 12.88262 85 08 41.77590FLORIDA GEOLOGICAL SURVEY



### 364 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE WADELL MILL POND SPRING Spring Jackson 30 52 38.28439 85 20 41.64000 WEBBVILLE SPRINGS Spring Jackson 30 50 21.21000 85 20 04.32910 WHITE CAVE SPRING Spring Jackson 30 37 51.86035 84 55 21.86472 BIG BLUE SPRING Spring Jefferson 30 19 39.84154 83 59 05.37889 BRUMBLEY SPRING Spring Jefferson 30 20 41.38685 83 58 51.63330 BUZZARD LOG SPRING Spring Jefferson 30 19 48.49867 83 59 12.80159 CASSIDY SPRINGS Spring Jefferson 30 19 57.79618 83 59 20.53169 GARNER SPRING Spring Jefferson 30 19 49.11654 83 58 59.21861 HORSEHEAD SPRING Spring Jefferson 30 20 41.50061 83 59 40.35473 LITTLE BLUE SPRING Spring Jefferson 30 19 51.03001 83 59 20.53162 LOG SPRING Spring Jefferson 30 20 25.92060 83 59 34.81300 MAGGIE SPRINGS Spring Jefferson 30 20 24.28436 83 58 57.68033 MINNOW SPRING Spring Jefferson 30 19 53.52348 83 59 11.73419 THOMAS SPRING Spring Jefferson 30 20 22.96831 83 59 32.36658 WACISSA SPRING #4 Spring Jefferson 30 20 25.49767 83 59 25.92294 WACISSA SPRING #1 Spring Jefferson 30 20 22.12573 83 59 30.39677 WACISSA SPRING #2 Spring Jefferson 30 20 23.58924 83 59 29.33542 WACISSA SPRING #3 Spring Jefferson 30 20 26.13379 83 59 26.67959 WACISSA UNNAMED SPRING Spring Jefferson 30 18 08.21520 83 58 46.62692 ALLEN MILL POND SPRING Spring Lafayette 30 09 46.22782 83 14 35.05582 CONVICT SPRING Spring Lafayette 30 05 18.02483 83 05 45.48203 LAF57982 Spring Lafayette 30 03 40.23209 83 03 26.53031 LAF718971 Spring Lafayette 29 57 34.11421 82 57 11.94293 LAF718972 Spring Lafayette 30 00 41.85806 83 00 15.33938 LAF919972 Spring Lafayette 30 05 31.72952 83 06 48.07465 LAF922976 Spring Lafayette 30 15 38.05693 83 14 58.86251 LAF924971 Spring Lafayette 30 06 07.96039 83 09 57.99049 LAF929971 Spring Lafayette 30 12 40.60735 83 14 43.44263 LAF929972 Spring Lafayette 30 11 24.34132 83 15 01.50696 LAF929973 Spring Lafayette 30 10 48.03586 83 14 51.87034 LAFAYETTE BLUE SPRING Spring Lafayette 30 07 33.00334 83 13 34.08020 MEARSON SPRING Spring Lafayette 30 02 28.83595 83 01 30.10127 OWENS SPRING Spring Lafayette 30 02 45.39289 83 02 28.06919 PERRY SPRING Spring Lafayette 30 05 47.06556 83 11 17.70104 RUTH SPRING Spring Lafayette 29 59 44.78154 82 58 36.50272 STEINHATCHEE SPRING Spring Lafayette 29 50 28.54568 83 18 29.04944 TROY SPRING Spring Lafayette 30 00 21.69385 82 59 51.00914 TURTLE SPRING Spring Lafayette 29 50 50.61469 82 53 25.02992 UNNAMED SPRING Spring Lafayette 29 53 40.41316 83 14 38.92344 ALEXANDER SPRINGS Spring Lake 29 04 52.68292 81 34 33.18089 APOPKA SPRING Spring Lake 28 33 59.76522 81 40 50.40768 BEAR SPRING Seep Lake 28 39 06.13933 81 43 00.77887 BLACKWATER SPRINGS Spring Lake 28 53 17.12548 81 29 50.83508 BLUE ALGAE BOIL SPRING Spring Lake 28 52 30.37652 81 26 26.32506 BLUEBERRY SPRING Spring Lake 28 51 02.63448 81 26 41.48441 BOULDER SPRINGS Spring Lake 28 52 17.96837 81 27 00.35546 BUGG SPRING Spring Lake 28 45 07.15223 81 54 05.46221 CAMP LE NO CHE SPRING Spring Lake 28 57 08.71600 81 32 31.88220 DROTY SPRING Spring Lake 28 49 41.03508 81 30 37.29701 GREEN ALGAE BOIL SPRING Spring Lake 28 52 32.87694 81 26 24.73411BULLETIN NO. 66



### 365 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE HOLIDAY SPRING Spring Lake 28 44 25.44860 81 49 04.68854 LAKE BLUE SPRINGS Spring Lake 28 44 55.14115 81 49 40.11391 MARKEE SPRING Spring Lake 28 52 14.15240 81 27 09.83128 MOCCASIN SPRINGS Spring Lake 28 51 08.20548 81 26 34.45814 MOORING COVE SPRINGS Spring Lake 28 45 00.42131 81 50 01.22777 MOSQUITO SPRINGS Spring Lake 29 02 11.32973 81 26 04.99063 PALM SPRINGS Spring Lake 28 50 37.57891 81 27 00.34247 SANDYS SPRINGS Spring Lake 28 44 42.10472 81 48 35.94629 SHARKS TOOTH SPRING Spring Lake 28 52 23.72635 81 26 24.09781 SNAIL SPRINGS Spring Lake 28 49 25.84384 81 29 11.31756 SUN EDEN SPRING Spring Lake 28 44 39.97698 81 49 11.59727 WOLF HEAD SPRING Seep Lake 28 38 41.86741 81 42 23.74373 HORN SPRING Spring Leon 30 19 08.88884 84 07 43.44719 LEON UNNAMED SPRING #2 Spring Leon 30 16 51.53736 84 08 50.38638 NATURAL BRIDGE SPRING Spring Leon 30 17 06.66470 84 08 49.64183 RHODES SPRING #1 Karst Window Leon 30 17 01.78994 84 09 18.55663 RHODES SPRING #2 Karst Window Leon 30 17 11.25902 84 09 35.83872 RHODES SPRING #4 Karst Window Leon 30 17 00.71419 84 09 26.17790 ST MARKS RIVER RISE River Rise Leon 30 16 33.77096 84 08 56.15862 BIG KING SPRING Spring Levy 29 06 59.12338 82 38 32.13899 FANNING SPRINGS Spring Levy 29 35 15.32191 82 56 07.09559 LANCASTER SPRING Spring Levy 29 11 26.52115 82 59 17.41960 LEV719991 Spring Levy 29 27 03.69954 82 41 43.31526 LEVY BLUE SPRING Spring Levy 29 27 02.68632 82 41 56.27890 LITTLE FANNING SPRING Spring Levy 29 35 11.02801 82 56 07.69423 LITTLE KING SPRING Spring Levy 29 06 39.04787 82 38 52.13515 MANATEE SPRING Spring Levy 29 29 22.20119 82 58 36.73866 WEKIVA SPRINGS Spring Levy 29 16 49.49425 82 39 21.89729 FARA SPRING Spring Madison 30 16 34.43992 83 14 08.94790 LAF922975 Spring Madison 30 15 40.19908 83 14 47.69736 LIVINGSTON SPRING Seep Madison 30 28 34.21996 83 24 39.80891 MAD610981 Spring Madison 30 24 53.86241 83 12 05.32220 MADISONBLUE SPRING Spring Madison 30 28 49.56870 83 14 39.70763 SUWANACOOCHEE SPRING Spring Madison 30 23 12.01740 83 10 18.35922 MANATEE MINERAL SPRING Spring Manatee 27 29 51.40802 82 32 57.03590 BLUE GROTTO SPRING Spring Marion 29 12 54.90590 82 02 59.59133 BUBBLING SPRING Spring Marion 29 06 04.45568 82 26 05.45136 CAMP SEMINOLE SPRINGS Well Augmented Marion 29 30 21.79253 81 57 05.23206 FERN HAMMOCK SPRINGS Spring Marion 29 11 00.86384 81 42 29.50128 INDIAN CREEK SPRING #2 Spring Marion 29 05 35.59200 82 25 15.83720 INDIAN CREEK SPRING #3 Spring Marion 29 05 34.63847 82 25 15.20821 INDIAN CREEK SPRING #4 Spring Marion 29 05 34.81609 82 25 16.22651 JACOBS WELL SPRING Spring Marion 29 12 53.91616 82 03 06.56150 JUNIPER SPRINGS Spring Marion 29 11 01.34171 81 42 44.68090 MORMAN BRANCH SPRING Spring Marion 29 11 32.83310 81 39 27.86598 ORANGE SPRING Spring Marion 29 30 38.34216 81 56 38.65956 RAINBOW BRIDGE SEEPS Seep Marion 29 06 06.93691 82 26 15.79805 RAINBOW CAVE SPRING Spring Marion 29 05 24.88474 82 25 35.23602 RAINBOW EAST SEEP Seep Marion 29 06 09.72821 82 26 14.29706 RAINBOW SEEP #1 Seep Marion 29 06 09.75326 82 26 15.04144FLORIDA GEOLOGICAL SURVEY



### 366 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE RAINBOW SPRING #1 Spring Marion 29 06 08.91328 82 26 14.87918 RAINBOW SPRING #2 Spring Marion 29 06 08.34505 82 26 14.18438 RAINBOW SPRING #3 Spring Marion 29 06 07.54517 82 26 13.97962 RAINBOW SPRING #4 Spring Marion 29 06 06.86693 82 26 13.77319 RAINBOW SPRING #5 Spring Marion 29 05 54.60688 82 26 10.93715 RAINBOW SPRING #6 Spring Marion 29 05 34.11042 82 25 42.83152 RAINBOW SPRING #7 Spring Marion 29 05 32.12585 82 25 36.36966 RAINBOW SPRING NORTH Spring Marion 29 06 09.70546 82 26 16.36307 RAINBOW UNNAMED SWAMP SPRING Spring Marion 29 05 36.49985 82 25 44.31486 RECEPTION HALL SPRING Spring Marion 29 12 52.60666 82 03 05.05098 SALT SPRINGS Spring Marion 29 21 02.35728 81 43 58.05199 SILVER GLEN SPRINGS Spring Marion 29 14 45.03815 81 38 36.50111 SILVER SPRING #1 Spring Marion 29 12 53.50633 82 03 04.73569 SILVER SPRING #10 Spring Marion 29 12 55.49720 82 02 42.52348 SILVER SPRING #11 Spring Marion 29 12 55.58936 82 02 38.06164 SILVER SPRING #12 Spring Marion 29 12 56.97245 82 02 42.01152 SILVER SPRING #2 Spring Marion 29 12 54.42959 82 03 03.41323 SILVER SPRING #3 Spring Marion 29 12 55.39442 82 03 00.69887 SILVER SPRING #4 Spring Marion 29 12 58.17215 82 02 57.09494 SILVER SPRING #5 Spring Marion 29 12 58.00187 82 02 54.58020 SILVER SPRING #6 Spring Marion 29 12 56.03980 82 02 50.67046 SILVER SPRING #7 Spring Marion 29 12 56.14427 82 02 46.91695 SILVER SPRING #8 Spring Marion 29 12 57.73619 82 02 44.98739 SILVER SPRING #9 Spring Marion 29 12 56.16346 82 02 43.83229 SILVER SPRINGS MAIN Spring Marion 29 12 58.34214 82 03 09.47239 SWEETWATER SPRINGS Spring Marion 29 13 07.60094 81 39 35.52840 TOBACCO PATCH SPRINGS Spring Marion 29 25 42.72740 81 55 26.08666 WATERFALL SPRINGS Spring Marion 29 06 05.25528 82 26 08.39040 WELLS LANDING SPRINGS Spring Marion 29 25 15.65587 81 55 10.85120 WILSON HEAD SPRING Spring Marion 28 58 47.14367 82 19 17.27814 SU-NO-WA SPRING Seep Nassau 30 26 17.16518 81 52 59.30782 EGLIN BLUE SPRING Seep Okaloosa 30 38 45.81445 86 27 06.63498 ROCK SPRINGS Spring Orange 28 45 23.20358 81 30 06.24503 SULFUR SPRING Spring Orange 28 46 12.65160 81 30 33.06002 UNNAMED SPRING Seep Orange 28 40 50.29345 81 33 21.42540 WEKIWA SPRING Spring Orange 28 42 42.79147 81 27 37.51506 WITHERINGTON SPRING Spring Orange 28 43 53.72944 81 29 23.66520 CRYSTAL SPRINGS Spring Pasco 28 10 55.92310 82 11 06.53075 HORSESHOE SPRING Spring Pasco 28 23 51.18317 82 41 23.82767 CRYSTAL BEACH SPRING Submarine Spring Pinellas 28 05 03.96406 82 47 05.10911 HEALTH SPRING Spring Pinellas 28 06 23.08536 82 46 20.08888 BEECHER SPRINGS Spring Putnam 29 26 55.16801 81 38 48.70601 FOREST SPRING Spring Putnam 29 27 31.67993 81 39 30.60000 MUD SPRING Spring Putnam 29 27 39.59996 81 39 41.40000 NASHUA SPRING Spring Putnam 29 30 32.75996 81 40 37.20000 SATSUMA SPRING Spring Putnam 29 30 45.35996 81 40 31.79996 WELAKA SPRING Spring Putnam 29 29 40.39415 81 40 23.69773 WHITEWATER SPRINGS Seeps Putnam 29 38 01.31996 81 38 34.44000 WARM MINERAL SPRING Spring Sarasota 27 03 35.64500 82 15 35.83390BULLETIN NO. 66



### 367 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE CLIFTON SPRINGS Spring Seminole 28 41 59.53978 81 14 17.22397 ELDER SPRING Seep Seminole 28 44 27.78490 81 17 28.75769 GINGER ALE SPRING Spring Seminole 28 41 33.56891 81 23 27.89736 HARDEN SPRING Man Made Seminole 28 49 16.99759 81 25 00.73049 HEATH SPRING Seep Seminole 28 44 42.69725 81 07 41.34605 LAKE JESSUP SPRING Man Made Seminole 28 42 36.79920 81 16 04.76468 MIAMI SPRINGS Spring Seminole 28 42 36.59591 81 26 34.91135 NOVA SPRING Spring Seminole 28 49 03.02 81 25 06.65 SANLANDO SPRINGS Spring Seminole 28 41 19.32374 81 23 43.06664 STARBUCK SPRING Spring Seminole 28 41 49.24784 81 23 28.21542 FENNEY SPRING Spring Sumter 28 47 41.99129 82 02 17.21058 GUM SPRINGS MAIN Spring Sumter 28 57 31.39798 82 13 53.49317 ANDERSON SPRING Spring Suwannee 30 21 12.27474 83 11 23.01403 BAPTIZING Karst Window Suwannee 30 08 01.90540 83 08 02.96300 BATHTUB SPRING Spring Suwannee 30 05 30.21454 83 05 54.01471 BETTY SPRING Spring Suwannee 29 54 53.19652 82 50 23.84185 BLUE SINK SPRING Spring Suwannee 30 20 08.48569 82 48 30.39404 BONNET SPRING Spring Suwannee 30 07 27.56312 83 08 17.45945 BRANFORD SPRING Spring Suwannee 29 57 17.52527 82 55 42.27175 CHARLES SPRING Spring Suwannee 30 10 02.50997 83 13 49.27001 COFFEE SPRINGS Spring Suwannee 29 57 34.04671 82 46 31.17828 COW SPRING Spring Suwannee 30 06 19.01995 83 06 49.70999 DEVIL'S EYE SPRINGS Spring Suwannee 29 58 25.22532 82 45 36.03208 ELLAVILLE SPRING Spring Suwannee 30 23 04.07800 83 10 21.01832 FALMOUTH Karst Window Suwannee 30 21 40.18723 83 08 05.97030 HIDDEN SPRING Spring Suwannee 30 06 09.37386 83 06 50.39762 ICHETUCKNEE SPRING Spring Suwannee 29 59 03.09750 82 45 42.72664 LIME RUN SPRING Spring Suwannee 30 23 20.38942 83 09 48.11936 LIME SPRING Spring Suwannee 30 23 28.38764 83 10 07.31993 LITTLE RIVER SPRING Spring Suwannee 29 59 48.71054 82 57 58.74329 LURAVILLE SPRING Spring Suwannee 30 07 10.40095 83 10 01.64914 ORANGE GROVE Karst Window Suwannee 30 07 38.13488 83 07 50.74802 PEACOCK SPRING Spring Suwannee 30 07 23.61518 83 07 59.35274 PUMP Sinkhole Suwannee 30 08 19.63928 83 08 06.97474 ROYAL SPRING Spring Suwannee 30 05 01.36334 83 04 29.20753 RUNNING SPRINGS Spring Suwannee 30 06 16.07076 83 06 57.32302 SHINGLE SPRING Spring Suwannee 29 56 03.81646 82 55 13.62360 SHIRLEY SPRING Spring Suwannee 30 12 39.62995 83 14 41.34998 STEVENSON SPRING Spring Suwannee 30 25 01.51997 83 09 10.62000 SUW1017971 Dry Suwannee 30 25 42.43584 83 01 46.56536 SUW1017972 Spring Suwannee 30 25 22.95073 83 00 55.52798 SUW718971 Spring Suwannee 30 03 50.56466 83 03 43.18801 SUW725971 Spring Suwannee 30 03 43.25576 83 03 26.30311 SUW917971 Spring Suwannee 29 55 56.60828 82 48 02.70324 SUW919971 Spring Suwannee 30 05 01.09014 83 05 13.40473 SUW922971 Spring Suwannee 30 17 08.68996 83 13 51.70001 SUWANNEE BLUE SPRING Spring Suwannee 30 04 53.29805 83 04 08.47682 SUWANNEE SPRINGS Spring Suwannee 30 23 40.11979 82 56 04.33547 TELFORD SPRING Spring Suwannee 30 06 25.37824 83 09 56.66105 WALKER Sinkhole Suwannee 30 08 00.64820 83 07 47.22877FLORIDA GEOLOGICAL SURVEY



### 368 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE BEAVER CREEK SPRING Spring Taylor 29 45 57.41093 83 20 06.17885 BIG SPRING Spring Taylor 29 58 27.36930 83 44 19.79621 BRADLEY SPRING Spring Taylor 29 42 00.16996 83 24 40.06998 CAMP GROUND SPRING Spring Taylor 30 04 04.26511 83 33 13.76330 CEDAR ISLAND SPRING Spring Taylor 29 48 58.72961 83 35 01.97444 EVA SPRING Spring Taylor 29 40 39.76997 83 23 57.31001 FENHOLLOWAY SPRING Spring Taylor 30 04 23.40127 83 40 00.32376 FOLSOM SPRING Spring Taylor 30 06 49.85996 83 34 41.32999 HAMPTON SPRING Spring Taylor 30 04 53.35975 83 39 46.24549 JABO SPRING Spring Taylor 29 52 57.31039 83 37 22.50797 NUTALL RIVER RISE River Rise Taylor 30 09 01.72447 83 57 47.82391 SPRING WARRIOR SPRING Spring Taylor 29 56 06.06628 83 36 35.15659 TAY616992 Spring Taylor 29 54 45.11268 83 39 02.94174 TAY622991 Spring Taylor 29 52 24.79994 83 37 32.59999 TAY69991 Spring Taylor 29 58 11.67114 83 44 43.47150 TAY76991 Spring Taylor 29 40 34.90997 83 23 07.27001 TAY924991 Spring Taylor 30 06 28.64660 83 37 38.61797 TAY924993 Spring Taylor 30 06 29.97432 83 37 41.43925 UNNAMED SPRING Spring Taylor 30 06 25.85866 83 37 35.92492 UNNAMED SPRING Spring Taylor 29 52 24.89995 83 37 33.80002 WALDO SPRING Spring Taylor 30 02 57.04282 83 37 47.73504 WORTHINGTON SPRING Spring Union 29 55 35.78552 82 25 33.30311 DeLEON SPRING Spring Volusia 29 08 03.40811 81 21 45.89417 GEMINI SPRINGS Spring Volusia 28 51 45.97816 81 18 41.05552 GREEN SPRINGS Spring Volusia 28 51 46.03925 81 14 50.92382 SEMINOLE SPRING Well Volusia 28 50 43.78862 81 14 02.65409 VOLUSIA BLUE SPRING Spring Volusia 28 56 50.94154 81 20 22.51824 CRAY'S RIVER RISE River Rise Wakulla 29 59 22.19996 84 24 28.80000 INDIAN SPRING Spring Wakulla 30 15 02.87863 84 19 19.50193 MCBRIDE SLOUGH SPRING Spring Wakulla 30 14 23.93959 84 16 10.43450 NEWPORT SPRING Spring Wakulla 30 12 45.70142 84 10 42.56281 NORTHSIDE SPRING #1 Spring Wakulla 30 14 15.10638 84 16 52.31978 NORTHSIDE SPRING #2 Spring Wakulla 30 14 15.30334 84 16 52.48625 PANACEA MINERAL SPRING #1 Spring Wakulla 30 02 04.85228 84 23 23.63903 PANACEA MINERAL SPRING #2 Spring Wakulla 30 02 04.97922 84 23 24.29398 PANACEA MINERAL SPRING #3 Spring Wakulla 30 02 06.12996 84 23 26.28935 SALLY WARD SPRING Spring Wakulla 30 14 29.08982 84 18 38.87953 SHEPHERD SPRING Spring Wakulla 30 07 31.07993 84 17 07.80000 SPRING CREEK RISE #2 Submarine Spring Wakulla 30 04 54.42470 84 19 47.62675 SPRING CREEK RISE MAIN Submarine Spring Wakulla 30 04 48.63742 84 19 47.30992 WAKULLA NO NAME SPRING Spring Wakulla 30 12 53.33224 84 15 59.41858 WAKULLA SPRING Spring Wakulla 30 14 06.64382 84 18 09.21445 ECUCHEE Seep Walton 30 44 13.63769 86 11 36.57512 EUCHEE Seep Walton 30 44 20.18904 86 12 16.94930 MORRISON SPRING Spring Walton 30 39 28.38082 85 54 14.17759 BECKTON SPRING Spring Washington 30 38 55.12913 85 41 37.18691 BRUNSON LANDING SPRING Spring Washington 30 36 33.22386 85 45 30.88955 CLEMMONS SPRING Seep Washington 30 38 29.09602 85 41 34.67252 CYPRESS SPRINGS Spring Washington 30 39 31.48618 85 41 03.74010 DRINKING SPRING Spring Washington 30 36 44.82670 85 49 23.58433BULLETIN NO. 66



### 369 SPRING NAME TYPE COUNTY LATITUDE LONGITUDE GALLOWAY SPRING Spring Washington 30 35 50.85632 85 50 31.25684 HIGHTOWER SPRING Spring Washington 30 36 18.18864 85 45 55.50811 JACK PAUL SPRINGS Spring Washington 30 36 46.29344 85 44 01.46141 MILLERS FERRY SPRING Spring Washington 30 34 27.77538 85 50 25.72832 PINEY WOOD SPRING Spring Washington 30 39 30.78500 85 41 26.30076 SHELL CRACKER Seep Washington 30 39 04.37544 85 41 14.65876 SKIPPER SPRING Spring Washington 30 34 32.92918 85 50 37.58482 UNNAMED SPRING Seep Washington 30 40 09.90959 85 39 19.72148 UNNAMED SPRING Seep Washington 30 40 07.62715 85 39 20.89912 UNNAMED SPRING Spring Washington 30 34 41.56356 85 50 16.77052 UNNAMED SPRING Spring Washington 30 34 40.58346 85 50 21.17558 WASHINGTON BLUE SPRING CHOCTAWHATCHEE Spring Washington 30 30 47.73215 85 50 49.86766 WASHINGTON BLUE SPRINGS ECONFINA Spring Washington 30 27 10.16100 85 31 49.32757 WILLIFORD SPRING Spring Washington 30 26 22.38644 85 32 51.29221FLORIDA GEOLOGICAL SURVEY



### 370BULLETIN NO. 66



### 371 

### Appendix B2 Location of additional known or reported springs in Florida not visited by FGS spring teams



### .FLORIDA GEOLOGICAL SURVEY



### 372 SPRING COUNTY LATITUDE LONGITUDE SOURCE ALA112971 Alachua 29 51 16.94 82 36 10.59 SRWMD DEEP SPRINGS Bay 30 30 57.45 85 27 09.86 NWFWMD GAINER SPRINGS #1A Bay 30 25 43.11 85 32 46.11 NWFWMD GAINER SPRINGS #1B Bay 30 25 43.09 85 32 47.34 NWFWMD GAINER SPRINGS #1D Bay 30 25 43.09 85 32 46.5 NWFWMD GAINER SPRINGS #1E Bay 30 25 43.15 85 32 47.30 NWFWMD GAINER SPRINGS #1F Bay 30 25 43.20 85 32 48.22 NWFWMD GAINER SPRINGS #1G Bay 30 25 38.61 85 32 48.47 NWFWMD GAINER SPRINGS #1H Bay 30 25 38.59 85 32 49.09 NWFWMD GAINER SPRINGS #1I Bay 30 25 38.55 85 32 51.68 NWFWMD GAINER SPRINGS #4 Bay 30 25 31.48 85 32 54.42 NWFWMD GAINER SPRINGS #5 Bay 30 25 37.00 85 32 53.96 NWFWMD SYLVAN SPRINGS #2 Bay 30 26 02.24 85 32 55.13 NWFWMD SYLVAN SPRINGS #3 Bay 30 25 56.77 85 32 55.77 NWFWMD HEILBRONN SPRING Bradford 30 01 25.73 82 09 19.99 CRUMBLY SPRING Calhoun 30 35 29.10 85 10 15.77 NWFWMD PEACOCK SPRING Calhoun 30 32 12.65 85 09 58.77 NWFWMD WINDOW SPRING Calhoun 30 32 49.18 85 10 05.87 NWFWMD ABDONEY SPRING Citrus 28 47 48.69 82 35 10.05 SWFWMD BELCHER SPRING Citrus 28 47 48.29 82 35 10.63 SWFWMD HALLS RIVER #1 SPRING Citrus 28 49 20.88 82 35 38.21 SWFWMD HALLS RIVER HEAD SPRING Citrus 28 49 36.51 82 34 49.18 SWFWMD HIDDEN RIVER #2 SPRING Citrus 28 46 07.01 82 35 03.63 SWFWMD HIDDEN RIVER HEAD SPRING Citrus 28 46 07.36 82 34 59.69 SWFWMD MCCLAIN SPRING Citrus 28 47 46.57 82 35 13.90 SWFWMD TARPON HOLE #2 SPRING Citrus 28 52 53.92 82 35 37.36 SWFWMD THREE SISTERS #2 SPRING Citrus 28 53 17.20 82 35 23.11 SWFWMD THREE SISTERS RUN SPRING Citrus 28 53 17.12 82 35 22.30 SWFWMD TROTTER #1 SPRING Citrus 28 47 46.89 82 35 10.83 SWFWMD COL101975 Columbia 29 50 01.76 82 40 41.55 SRWMD COL428982 Columbia 29 49 38.16 82 38 45.68 SRWMD COL61981 Columbia 29 56 04.00 82 31 49.99 SRWMD COL61982 Columbia 29 56 17.90 82 31 49.33 SRWMD GRASSY HOLE Columbia 29 58 05.00 82 45 35.36 SRWMD JAMISON SPRINGS Columbia 29 55 32.97 82 46 12.44 SRWMD DIX625991 Dixie 29 43 36.81 83 20 40.73 SRWMD DIX625992 Dixie 29 43 08.56 83 20 46.36 SRWMD DIX625993 Dixie 29 40 37.18 83 21 38.96 SRWMD DIX625994 Dixie 29 40 35.61 83 21 50.51 SRWMD IRON SPRINGS Dixie 29 40 25.05 82 57 27.33 SRWMD ROCK SINK SPRING Dixie 29 43 40.45 82 56 57.4 SRWMD GIL1012974 Gilchrist 29 51 52.13 82 44 24.26 SRWMD GIL101971 Gilchrist 29 49 56.43 82 40 42.25 SRWMD GIL107971 Gilchrist 29 53 27.62 82 52 27.00 SRWMD GIL107971 Gilchrist 29 53 27.62 82 52 27.00 SRWMD GIL107972 Gilchrist 29 53 56.39 82 51 58.52 SRWMD GIL729971 Gilchrist 29 53 21.67 82 52 29.88 SRWMD GIL729972 Gilchrist 29 54 45.95 82 50 12.43 SRWMD GIL729973 Gilchrist 29 54 48.25 82 50 12.08 SRWMD GIL917971 Gilchrist 29 54 41.08 82 50 32.46 SRWMDBULLETIN NO. 66



### 373 SPRING COUNTY LATITUDE LONGITUDE SOURCE GIL917972 Gilchrist 29 51 36.98 82 52 46.32 SRWMD GIL917973 Gilchrist 29 51 31.85 82 52 51.07 SRWMD GIL928972 Gilchrist 29 52 49.65 82 45 11.91 SRWMD GIL99971 Gilchrist 29 55 16.79 82 49 26.77 SRWMD GIL99974 Gilchrist 29 55 06.96 82 46 18.26 SRWMD HAM1017971 Hamilton 30 25 33.80 83 01 20.89 SRWMD HAM1017972 Hamilton 30 25 40.47 83 01 40.50 SRWMD HAM1017973 Hamilton 30 25 23.64 83 00 38.32 SRWMD HAM1019971 Hamilton 30 23 24.62 82 55 36.60 SRWMD HAM1019972 Hamilton 30 24 01.29 82 56 36.34 SRWMD HAM1023971 Hamilton 30 23 10.12 82 54 22.87 SRWMD HAM522981 Hamilton 30 20 35.32 82 50 29.11 SRWMD HAM610981 Hamilton 30 24 56.43 83 11 57.74 SRWMD HAM923972 Hamilton 30 25 08.23 83 08 42.53 SRWMD LOUISE SPRINGS Hamilton 30 20 47.37 82 49 54.20 SRWMD WHITE SPRINGS Hamilton 30 19 46.88 82 45 40.06 SRWMD BEAUFORD SPRING Hernando 28 38 09.82 82 35 47.24 SWFWMD BETTY JAY SPRING Hernando 28 41 25.39 82 35 29.41 SWFWMD BLUE RUN SPRING Hernando 28 41 12.50 82 36 05.17 SWFWMD BOBHILL SPRING Hernando 28 26 04.96 82 38 27.98 SWFWMD JENKINS CREEK SPRING Hernando 28 31 19.31 82 38 02.64 SWFWMD MUD SPRING Hernando 28 32 46.98 82 37 29.35 SWFWMD BOYETTE SPRING Hillsborough 27 51 13.20 82 16 26.52 SWFWMD BUCKHORN EAST SPRING Hillsborough 27 53 20.67 82 18 05.19 SWFWMD BUCKHORN SOUTH SPRING Hillsborough 27 53 12.85 82 18 18.76 SWFWMD BUCKHORN WEST SPRING Hillsborough 27 53 21.14 82 18 16.82 SWFWMD GREEN SINK Hillsborough 27 52 02.93 82 17 00.84 SWFWMD LITHIA MINOR SPRING Hillsborough 27 51 55.14 82 13 51.58 SWFWMD BOSEL #1 Jackson 30 49 50.60 85 14 02.91 NWFWMD BOSEL #2 Jackson 30 49 50.31 85 14 03.42 NWFWMD COFFIN SPRING Jackson 30 42 27.52 85 18 23.34 NWFWMD DANIEL SPRING #1 Jackson 30 56 55.32 85 18 57.74 NWFWMD DANIEL SPRING #2 Jackson 30 56 56.90 85 18 56.18 NWFWMD DANIEL SPRING #3 Jackson 30 56 55.61 85 18 53.18 NWFWMD DANIEL SPRING #4 Jackson 30 56 51.89 85 18 54.51 NWFWMD DANIEL SPRING #5 Jackson 30 56 50.99 85 18 51.45 NWFWMD DANIEL SPRING #6 Jackson 30 56 43.75 85 18 46.34 NWFWMD DANIEL SPRING #7 Jackson 30 56 43.72 85 18 46.09 NWFWMD DRY CREEK RISE Jackson 30 41 19.07 85 17 27.96 NWFWMD HAYS SPRING #1 Jackson 30 53 44.79 85 13 30.35 NWFWMD HAYS SPRING #2 Jackson 30 53 43.66 85 13 29.19 NWFWMD HELLER SPRING #1 Jackson 30 49 53.13 85 19 37.16 NWFWMD INDIAN WASHTUB Jackson 30 47 17.02 85 08 42.46 NWFWMD JORDAN SPRING Jackson 30 46 10.5 85 11 57.31 NWFWMD MCRAE SPRING #1 Jackson 30 34 09.59 85 10 33.72 NWFWMD MCRAE SPRING #2 Jackson 30 34 09.59 85 10 33.72 NWFWMD MCRAE SPRING #3 Jackson 30 34 10.83 85 10 33.89 NWFWMD MCRAE SPRING #4 Jackson 30 34 12.54 85 10 34.36 NWFWMD MCRAE SPRING #5 Jackson 30 34 12.54 85 10 34.36 NWFWMD MCRAE SPRING RESURGENCE Jackson 30 34 10.40 85 10 25.57 NWFWMDFLORIDA GEOLOGICAL SURVEY



### 374 SPRING COUNTY LATITUDE LONGITUDE SOURCE ROOKS SPRING #2 Jackson 30 41 17.37 85 14 03.13 NWFWMD SIMMS SPRING Jackson 30 42 39.09 85 12 24.80 NWFWMD THE CRACK Jackson 30 42 25.86 85 18 26.48 NWFWMD UNNAMED SPRING Jackson 30 49 48.90 85 14 11.25 NWFWMD UNNAMED SPRING Jackson 30 49 47.94 85 14 12.66 NWFWMD JEF312991 Jefferson 30 20 41.82 83 59 45.06 SRWMD JEF63991 Jefferson 30 19 29.81 83 59 09.11 SRWMD JEF63992 Jefferson 30 19 23.51 83 59 12.09 SRWMD JEF64991 Jefferson 30 20 38.88 83 58 49.49 SRWMD FLETCHER SPRINGS Lafayette 29 50 48 82 53 34 SRWMD IRON SPRING Lafayette 29 49 35.50 83 18 28.96 SRWMD LAF1024001 Lafayette 30 00 27.06 82 58 56.10 SRWMD LAF710981 Lafayette 30 02 42.36 83 02 01.91 SRWMD LAF919971 Lafayette 30 06 11.58 83 08 51.53 SRWMD LAF922977 Lafayette 30 15 34.87 83 15 05.40 SRWMD LAF924972 Lafayette 30 06 17.30 83 12 14.10 SRWMD LAF929971 Lafayette 30 12 37.25 83 14 45.71 SRWMD LAF93971 Lafayette 29 57 40.88 82 57 16.51 SRWMD BLACKWATER MINOR #1 Lake 28 53 17.54 81 29 48.99 Seminole S.F. BLACKWATER MINOR #2 Lake 28 53 18.30 81 29 50.15 Seminole S.F. BLACKWATER MINOR #3 Lake 28 53 18.00 81 29 52.00 Seminole S.F. BLACKWATER MINOR #4 Lake 28 53 17.29 81 29 52.60 Seminole S.F. BOULDER MINOR #1 Lake 28 52 18.53 81 27 01.73 Seminole S.F. DOUBLE RUN SPRING Lake 29 40 47 81 44 32 SJRWMD MARKEE MINOR #1 Lake 28 52 16.29 81 27 10.36 Seminole S.F. MESSANT SPRING Lake 28 51 21 81 29 56 SJRWMD SEMINOLE SPRING Lake 28 50 44 81 31 22 SJRWMD UNNAMED SPRING Lake 28 52 28.30 81 26 42.17 Seminole S.F. LN-UNK SPRING #1 Leon 30 16 58 84 09 04 NWFWMD LEV97991 Levy 29 11 30.40 82 59 19.41 SRWMD MAD610982 Madison 30 24 54.24 83 12 07.05 SRWMD MAD612981 Madison 30 27 02.96 83 13 23.83 SRWMD MAD612982 Madison 30 28 20.95 83 14 35.67 SRWMD MAD922971 Madison 30 18 24.17 83 12 53.62 SRWMD MAD922972 Madison 30 18 12.34 83 13 20.80 SRWMD MAD922973 Madison 30 18 08.54 83 13 29.34 SRWMD MAD922974 Madison 30 18 08.27 83 13 29.82 SRWMD MAD922975 Madison 30 17 36.63 83 13 57.21 SRWMD MAD922976 Madison 30 16 56.92 83 13 57.55 SRWMD BLUE Marion 29 30 51 81 51 25 SJRWMD NICHOLS SPRING Marion 28 50 22 82 12 10 USGS RAINBOW #8 SPRING Marion 29 05 04.63 82 25 44.08 SWFWMD RAINBOW SWAMP #4 SPRING Marion 29 05 34.78 82 25 16.42 SWFWMD RIVERSITES Marion 29 26 29 81 55 25 SJRWMD BARREL SPRING Orange 28 42 41 81 28 18 SJRWMD CRYSTAL #1 SPRING Pasco 28 10 56.58 82 11 06.55 SWFWMD CRYSTAL #2 SPRING Pasco 28 10 56.58 82 11 06.67 SWFWMD CRYSTAL #3 SPRING Pasco 28 10 56.71 82 11 06.58 SWFWMD CRYSTAL #4 SPRING Pasco 28 10 56.67 82 11 08.52 SWFWMD CRYSTAL #5 SPRING Pasco 28 10 58.24 82 11 08.53 SWFWMDBULLETIN NO. 66



### 375 SPRING COUNTY LATITUDE LONGITUDE SOURCE CRYSTAL #6 SPRING Pasco 28 10 58.78 82 11 07.76 SWFWMD CRYSTAL COMPOSITE Pasco 28 10 57.83 82 11 08.17 SWFWMD CRYSTAL SWAMP #1 SPRING Pasco 28 11 13 82 10 52 SWFWMD CRYSTAL SWAMP #2 SPRING Pasco 28 11 06 82 10 48 SWFWMD CRYSTAL SWAMP #3 SPRING Pasco 28 11 07 82 11 34 SWFWMD SALT SPRING 2 Pasco 28 17 35.51 82 43 04.42 SWFWMD CROAKER HOLE Putnam 29 26 18 81 21 41 SJRWMD CHUMUCKLA SPRINGS Santa Rosa 30 50 00.90 87 17 48.76 NWFWMD ISLAND SPRING Seminole 28 49 24.40 81 25 01.80 FDEP PALM SPRING Seminole 28 41 28.03 81 23 34.23 FDEP UNNAMED SPRING Seminole 28 49 03.20 81 25 07.00 FDEP CRESCENT BEACH SPRING St. Johns 29 46 06 81 12 30 SJRWMD SHANDS BRIDGE SPRING St. Johns 29 59 16 81 37 28 SJRWMD A. WAYNE LEE SPRING Sumter 28 51 34.91 82 05 15.71 SWFWMD ALLIGATOR SPRING Sumter 28 57 36.82 82 13 45.68 SWFWMD BELTONS MILLPOND HEAD SPRING 1 Sumter 28 45 26.56 82 03 44.60 SWFWMD BELTONS MILLPOND HEAD SPRING 2 Sumter 28 45 27.49 82 03 43.57 SWFWMD BELTONS MILLPOND HEAD SPRING 2A Sumter 28 45 28.39 82 03 48.28 SWFWMD BELTONS MILLPOND HEAD SPRING 2B Sumter 28 45 29.20 82 03 45.05 SWFWMD BELTONS MILLPOND HEAD SPRING 3 -MAIN BOIL Sumter 28 45 29.67 82 03 45.31 SWFWMD BELTONS MILLPOND HEAD SPRING 4 -BLUE HOLE Sumter 28 45 30.37 82 03 47.50 SWFWMD BELTONS MILLPOND MAINTENANCE SPRING Sumter 28 45 24.39 82 04 05.36 SWFWMD BELTONS MILLPOND MAINTENANCE SPRING Sumter 28 45 25.16 82 04 06.25 SWFWMD BIG HOLE (Dead Spring) Sumter 28 45 33.05 82 05 54.94 SWFWMD CANAL 485 SPRING 5 Sumter 28 46 07.50 82 07 01.24 SWFWMD CANAL 485A SPRING 1B Sumter 28 46 10.60 82 07 04.80 SWFWMD CANAL 485A SPRING 2 Sumter 28 46 12.94 82 07 03.38 SWFWMD DIXIE LIME & STONE CO. SPRING Sumter 28 45 16.17 82 03 18.66 SWFWMD GUM SPRINGS NO. 1 Sumter 28 57 33.49 82 13 50.83 SWFWMD GUM SPRINGS NO. 2 Sumter 28 57 13.84 82 14 12.69 SWFWMD GUM SPRINGS NO. 3 Sumter 28 57 13.21 82 14 14.50 SWFWMD GUM SPRINGS NO. 4 Sumter 28 57 10.8 82 14 26.50 SWFWMD HENRY GREEN SPRING Sumter 28 52 09.46 82 05 40.93 SWFWMD SHADY BROOK HEAD SPRING 2 Sumter 28 47 08.96 82 02 44.13 SWFWMD SHADY BROOK HEAD SPRING 3 Sumter 28 46 46.96 82 02 36.30 SWFWMD SHADY BROOK HEAD SPRING 4 Sumter 28 45 15.96 82 04 59.30 SWFWMD SUMTER BLUE Sumter 28 47 08.96 82 02 44.13 SWFWMD MATTAIR SPRINGS Suwannee 30 22 41.05 82 53 28.03 SRWMD PEACOCK SLOUGH Suwannee 30 09 24 83 09 56 SRWMD SUW1019971 Suwannee 30 22 58.03 82 54 54.59 SRWMD SUW1023971 Suwannee 30 23 47.29 82 56 13.93 SRWMD SUW107971 Suwannee 29 54 46.34 82 50 42.54 SRWMD SUW917972 Suwannee 30 01 57.66 83 00 48.62 SRWMD SUW919972 Suwannee 30 05 27.21 83 05 50.46 SRWMD SUW919974 Suwannee 30 06 19.32 83 07 16.75 SRWMD SUW922972 Suwannee 30 18 46.40 83 12 35.11 SRWMD SUW922973 Suwannee 30 18 47.59 83 12 35.31 SRWMD SUW922974 Suwannee 30 18 48.19 83 12 35.48 SRWMD SUW923971 Suwannee 30 23 31.01 83 10 01.04 SRWMD SUW923972 Suwannee 30 24 15.92 83 09 27.76 SRWMDFLORIDA GEOLOGICAL SURVEY



### 376 SPRING COUNTY LATITUDE LONGITUDE SOURCE SUW925971 Suwannee 30 25 39.81 83 03 03.81 SRWMD SUW925972 Suwannee 30 25 39.85 83 03 33.49 SRWMD SUW925973 Suwannee 30 25 27.19 83 04 08.44 SRWMD SUW925974 Suwannee 30 26 12.08 83 04 43.79 SRWMD SUW925975 Suwannee 30 26 13.45 83 05 13.01 SRWMD UNNAMED SPRING Suwannee 29 53 48.16 82 52 22.18 SRWMD BLUE CREEK SPRING Taylor 29 50 41.01 83 33 28.04 SRWMD CARLTON SPRING Taylor 30 03 28 83 35 15 SRWMD EWING SPRINGS Taylor 30 04 26 83 39 57 SRWMD TAY616991 Taylor 29 55 09.46 83 40 56.15 SRWMD TAY625991 Taylor 29 44 38.54 83 20 42.25 SRWMD TAY625993 Taylor 29 43 53.12 83 20 47.93 SRWMD TAY625995 Taylor 29 44 02.45 83 20 49.70 SRWMD TAY69992 Taylor 29 58 14.68 83 44 47.73 SRWMD TAY730991 Taylor 30 09 12.68 83 51 20.63 SRWMD TAY76992 Taylor 29 45 41 83 20 06 SRWMD TAY819991 Taylor 29 50 47.65 83 36 33.07 SRWMD WOODS CK RISE Taylor 30 07 26.70 83 37 27.26 SRWMD SPRING CREEK #1 Wakulla 30 04 48.91 84 19 47.46 FGS SPRING CREEK #10 Wakulla 30 04 28.38 84 19 39.80 FGS SPRING CREEK #11 Wakulla 30 04 26.41 84 19 41.41 FGS SPRING CREEK #12 Wakulla 30 04 34.35 84 19 26.39 FGS SPRING CREEK #13 Wakulla 30 04 33.08 84 19 24.89 FGS SPRING CREEK #3 Wakulla 30 04 54.07 84 19 45.90 FGS SPRING CREEK #4 Wakulla 30 04 47.97 84 19 50.55 FGS SPRING CREEK #5 Wakulla 30 04 43.06 84 19 48.76 FGS SPRING CREEK #6 Wakulla 30 04 30.37 84 19 43.60 FGS SPRING CREEK #7 Wakulla 30 04 33.13 84 19 46.52 FGS SPRING CREEK #8 Wakulla 30 04 27.10 84 19 36.44 FGS SPRING CREEK #9 Wakulla 30 04 48.06 84 19 54.69 FGS BARKING SPRING Washington 30 26 59.05 85 31 53.86 NWFWMD BATHTUB SPRING Washington 30 27 21.86 85 31 58.62 NWFWMD BURNT OUT SPRING Washington 30 40 55.32 85 38 45.66 NWFWMD ECONFINA BLUE SPRING #2 Washington 30 27 11.16 85 31 52.50 NWFWMD ECONFINA BLUE SPRING #3 Washington 30 27 05.55 85 31 52.19 NWFWMD GLOWING SPRING Washington 30 27 22.25 85 31 55.96 NWFWMD STRICKLAND SPRING #1 Washington 30 26 28.87 85 32 38.84 NWFWMD STRICKLAND SPRING #2 Washington 30 26 26.64 85 32 41.63 NWFWMD SURNT SOCK SPRING Washington 30 40 01.14 85 39 48.29 NWFWMD UNNAMED SPRING Washington 30 34 40.44 85 50 21.36 W. Shirling UNNAMED SPRING Washington 30 36 32.16 85 46 31.98 W. Shirling UNNAMED SPRING Washington 30 36 32.16 85 46 31.98 W. Shirling UNNAMED SPRING Washington 30 36 32.4 85 46 33.96 W. Shirling UNNAMED SPRING Washington 30 36 43.56 85 49 23.52 W. Shirling UNNAMED SPRING Washington 30 39 48.96 85 40 14.16 W. Shirling UNNAMED SPRING Washington 30 39 54.72 85 39 55.08 W. Shirling UNNAMED SPRING Washington 30 40 14.4 85 39 17.28 W. Shirling UNNAMED SPRING Washington 30 40 22.5 85 39 09.84 W. Shirling UNNAMED SPRING Washington 30 40 22.5 85 39 09.84 W. Shirling UNNAMED SPRING Washington 30 40 26.4 85 39 01.08 W. ShirlingBULLETIN NO. 66



### 377 SPRING COUNTY LATITUDE LONGITUDE SOURCE UNNAMED SPRING Washington 30 40 27.48 85 38 52.8 W. Shirling UNNAMED SPRING Washington 30 40 26.76 85 38 58.92 W. Shirling UNNAMED SPRING Washington 30 40 28.68 85 38 59.1 W. Shirling UNNAMED SPRING Washington 30 40 30 85 38 52.08 W. Shirling UNNAMED SPRING Washington 30 40 29.88 85 38 52.5 W. Shirling UNNAMED SPRING Washington 30 40 31.08 85 38 51.72 W. Shirling UNNAMED SPRING Washington 30 40 32.16 85 38 50.88 W. Shirling UNNAMED SPRING Washington 30 40 32.16 85 38 50.88 W. Shirling UNNAMED SPRING Washington 30 40 32.16 85 38 51.36 W. Shirling UNNAMED SPRING Washington 30 40 39.12 85 38 45.24 W. Shirling UNNAMED-303913085411701 Washington 30 39 13.26 85 41 16.51 NWFWMD UNNAMED-303934085403401 Washington 30 39 34 85 40 34.2 NWFWMD UNNAMED-303935085402901 Washington 30 39 34.93 85 40 29.07 NWFWMD UNNAMED-303937085402901 Washington 30 39 36.51 85 40 28.62 NWFWMD UNNAMED-303937085404001 Washington 30 39 36.53 85 40 39.58 NWFWMD UNNAMED-303938085401801 Washington 30 39 37.75 85 40 17.84 NWFWMD UNNAMED-303938085404301 Washington 30 39 37.89 85 40 43.21 NWFWMD UNNAMED-303939085401901 Washington 30 39 39.23 85 40 18.79 NWFWMD UNNAMED-303939085402501 Washington 30 39 39.15 85 40 24.57 NWFWMD UNNAMED-303940085404001 Washington 30 39 39.57 85 40 40.00 NWFWMD UNNAMED-303941085401701 Washington 30 39 41.16 85 40 17.06 NWFWMD UNNAMED-303941085401901 Washington 30 39 40.77 85 40 18.75 NWFWMD UNNAMED-303942085402401 Washington 30 39 41.79 85 40 24.32 NWFWMD UNNAMED-303946085401901 Washington 30 39 46.23 85 40 19.24 NWFWMD UNNAMED-303949085401701 Washington 30 39 49.37 85 40 16.67 NWFWMD UNNAMED-303949085401702 Washington 30 39 49.37 85 40 17.44 NWFWMD UNNAMED-303950085400901 Washington 30 39 50.25. 85 40 09.18 NWFWMD UNNAMED-303953085400201 Washington 30 39 53.34 85 40 02.19 NWFWMD UNNAMED-303955085401001 Washington 30 39 54.57 85 40 10.22 NWFWMD UNNAMED-303956085394801 Washington 30 39 55.86 85 39 47.72 NWFWMD UNNAMED-303956085401001 Washington 30 39 55.77 85 40 10.07 NWFWMD UNNAMED-303957085400201 Washington 30 39 57.48 85 40 01.61 NWFWMD UNNAMED-303959085395301 Washington 30 39 58.62 85 39 53.15 NWFWMD UNNAMED-304002085394901 Washington 30 40 01.96 85 39 48.55 NWFWMD UNNAMED-304002085395001 Washington 30 40 01.86 85 39 49.95 NWFWMD WILLIFORD RUN #2 Washington 30 26 22.45 85 32 52.39 NWFWMD WILLIFORD RUN #3 Washington 30 26 22.04 85 32 53.42 NWFWMD WILLIFORD RUN #4 Washington 30 26 21.99 85 32 54.11 NWFWMD WILLIFORD RUN #5 Washington 30 26 21.16 85 32 54.41 NWFWMD WILLIFORD RUN #6 Washington 30 26 21.16 85 32 54.41 NWFWMD WILLIFORD RUN #7 Washington 30 26 20.73 85 32 54.81 NWFWMD WILLIFORD RUN SPRING #1 Washington 30 26 22.46 85 32 52.39 NWFWMD

### 379 BULLETIN 66



### APPENDIX C
Descriptions of additional springs visited by FGS springs teams.

### APPENDIX C - TABLE OF CONTENTS
Alachua County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .393 ALA930971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .393 ALA930972 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .394 Boulware Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .395 Darby Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .396 Glen Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .397 Magnesia Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .398 Bay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .399 Bluff Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .399 Econfina Unnamed Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .400 Pitt Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .401 Sylvan Springs No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .402 Sylvan Springs No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .403 Bradford County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .404 Heilbronn Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .404 Calhoun County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .404 Grotto Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .404 Hamilton Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .405 Sally Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .406 Citrus County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .407 Alligator Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .407 Baird Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .407 Baird Spring No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .408 Baird Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .408 Baird Spring No. 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .409 Baird Spring No. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .409 Banana Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .410 Bear Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .411 Blue Hole Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .412 Bluebird Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .412 Chassahowitzka Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .414 Crab Spring (Crab Creek Spring) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .415 Hall’s River Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .416 Homosassa Unnamed Spring No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .417 Homosassa Unnamed Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .417 House Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .418 Kings Bay Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .418 Black Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .418 Catfish Corner Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .419 Idiot’s Delight Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .419 Jurassic Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .420 King Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .420 Kings Bay Spring No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .421 Little Hidden Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .422 Little Spring (Independence Spring) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .422 Manatee Sanctuary Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .424 Miller’s Creek Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .425



### 380 FLORIDA GEOLOGICAL SURVEY

### Potter Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .426 Pumphouse Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .427 Ruth Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .428 Three Sisters Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .429 Trotter Main Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .430 Unnamed Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .431 Clay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .432 Wadesboro Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .432 W.W. Gay Spring No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .432 W.W. Gay Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .433 Columbia County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .434 COL101971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .434 COL101974 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .435 COL428981 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .436 COL522981 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .437 COL522982 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .438 COL917971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .439 COL930971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .440 COL1012971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .441 COL1012972 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .442 Jonathan Spring (COL101972) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .442 July Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .443 Mill Pond Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .444 Rum Island Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .445 Sawdust Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .446 Sunbeam Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .447 Wilson Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .447 Dixie County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .448 DIX95971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .448 Little Copper Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .449 McCrabb Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .450 Pothole Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .451 Unnamed Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .452 Unnamed Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .453 Duval County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .453 Pottsburg Creek Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .453 Franklin County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .453 Bear Creek Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .453 Gadsden County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .454 Chattahoochee Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .454 Gilchrist County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .456 Bell Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .456 Campground Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .457 Deer Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .458 Devil’s Eye Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .459 Dogwood Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .460 GIL84971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .461 GIL99972 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .462 GIL928971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .463



### 381 BULLETIN 66

### GIL1012971 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .464 GIL1012972 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .465 GIL1012973 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .466 Johnson Spring (GIL101971) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .467 Lily Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .468 Little Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .469 Little Devil Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .470 Little Otter Spring (GIL94972) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .471 Lumbercamp Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .472 Naked Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .473 Oasis Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .474 Pickard Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .475 Trail Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .476 Twin Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .477 Hamilton County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .478 HAM610982 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .478 HAM610983 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .479 HAM610984 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .480 HAM612982 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .481 HAM923973 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .482 HAM1017974 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .483 Morgan Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .483 Pot Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .484 Seven Sisters Spring (HAM923971) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .485 Tanner Springs (HAM612981) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .486 White Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .487 Hernando County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .488 Aripeka Spring No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .488 Aripeka Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .489 Blind Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .490 Boat Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .491 Ryles Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .492 Rita Marie Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .493 Hillsborough County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .494 Canal Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .494 Double Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .495 Eureka Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .496 Last Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .496 Lettuce Lake Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .497 Palma Ceia Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .498 Holmes County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .499 Jackson Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .499 Thundering Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .500 Vortex Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .501 Jackson County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .502 Barrel Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .502 Jackson Blue Spring Apalachicola . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .503 Gator Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .504 Hill Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .505



### 382 FLORIDA GEOLOGICAL SURVEY