The Issue The issue to be determined is whether the applicant, Kanter Real Estate, LLC (Kanter), is entitled to issuance of an Oil and Gas Drilling Permit, No. OG 1366 (the Permit).
Findings Of Fact The Parties Kanter is a foreign limited liability company registered to do business in the State of Florida. Kanter owns 20,000 acres of property in western Broward County, on which it seeks authorization for the drilling of a vertical exploratory well. The exploratory well is to be located on a five-acre site that is subject to an ERP (the Well Site). The Department is the state agency with the power and duty to regulate activities related to the management and storage of surface waters pursuant to chapter 373, Florida Statutes, and to regulate oil and gas resources, including the permitting of activities related to the exploration for and extraction of such resources, pursuant to chapter 377, Florida Statutes. Miramar is a Florida municipal corporation located in Broward County, Florida. Broward County is a political subdivision of the State of Florida with jurisdiction extending to the Kanter property and the Well Site. The Application On July 2, 2015, Kanter submitted its Application for Permit to Drill (Application) to the Department. The proposed Well Site is on land to which Kanter owns the surface rights and subsurface mineral rights. The Application contemplates the drilling of an exploratory well to a depth of approximately 11,800 feet. The Application is not for a production well. The well is to be drilled, and ancillary activities are to be performed on a fill pad of approximately five acres, surrounded by a three-foot high perimeter berm on three sides and the L67-A levee on the fourth. The pad is the subject of an ERP which, as set forth in the Preliminary Statement, is not being challenged. The pad is designed to contain the 100-year, three-day storm. The engineering design incorporates a graded area, berm, and containment with a water control structure and a gated culvert to manipulate the water if necessary. The entire pad is to be covered by a 20 mil PVC liner, is sloped to the center, and includes a steel and concrete sump for the collection of any incidental spills. The pad was designed to contain the full volume of all liquids, including drilling fluid, fuel, and lubricating oil, that are in tanks and containers on the facility. The Application includes technical reports, seismic data, and information regarding the geology and existing producing oil wells of the Upper Sunniland Formation, which Kanter filed for the purpose of demonstrating an indicated likelihood of the presence of oil at the proposed site. The third Request for Additional Information (RAI) did not request additional information regarding the indicated likelihood of the presence of oil at the proposed site. After it submitted its response to the third RAI, Kanter notified the Department of its belief that additional requests were not authorized by law. As a result, the Department completed the processing of the Application without additional RAI’s. On November 16, 2016, the Department entered its Notice of Denial of the Oil and Gas Drilling Permit. The sole basis for denial was that Kanter failed to provide information showing a balance of considerations in favor of issuance pursuant to section 377.241.1/ There was no assertion that the Application failed to meet any standard established by applicable Department rules, Florida Administrative Code Chapters 62C-25 through 62C-30. In particular, the parties included the following stipulations of fact in the Joint Prehearing Stipulation which are, for purposes of this proceeding, deemed as established: The structure intended for the drilling or production of Kanter’s exploratory oil well is not located in any of the following: a municipality; in tidal waters within 3 miles of a municipality; on an improved beach; on any submerged land within a bay, estuary, or offshore waters; within one mile seaward of the coastline of the state; within one mile seaward of the boundary of a local, state or federal park or an aquatic or wildlife preserve; on the surface of a freshwater lake, river or stream; within one mile inland from the shoreline of the Gulf of Mexico, the Atlantic Ocean or any bay or estuary; or within one mile of any freshwater lake, river or stream. The location of Kanter’s proposed oil well is not: within the corporate limits of any municipality; in the tidal waters of the state, abutting or immediately adjacent to the corporate limits of a municipality or within 3 miles of such corporate limits extending from the line of mean high tide into such waters; on any improved beach, located outside of an incorporated town or municipality, or at a location in the tidal waters of the state abutting or immediately adjacent to an improved beach, or within 3 miles of an improved beach extending from the line of mean high tide into such tidal waters; south of 26°00'00? north latitude off Florida’s west coast and south of 27°00'00? north latitude off Florida’s east coast, within the boundaries of Florida’s territorial seas as defined in 43 U.S.C. 1301; north of 26°00'00? north latitude off Florida’s west coast to the western boundary of the state bordering Alabama as set forth in s. 1, Art. II of the State Constitution; or north of 27°00'00? north latitude off Florida’s east coast to the northern boundary of the state bordering Georgia as set forth in s. 1, Art. II of the State Constitution, within the boundaries of Florida’s territorial seas as defined in 43 U.S.C. 1301. 19. The proposed oil well site does not contain Florida panther habitat and is located outside of the primary and secondary habitat zones for the Florida panther. 21. There are no recorded archaeological sites or other historic resources recorded within the area of the proposed oil well site. Kanter submitted a payment of $8,972.00 for its oil and gas permit application on June 30, 2016 pursuant to Rule 62C- 26.002(5)(c), F.A.C. Kanter’s application includes sufficient information and commitments for performance bonds and securities. DEP and Intervenors do not claim that the application lacks the information required in rule 62C-26.002, F.A.C. Kanter’s application includes an organization report that satisfies the requirements of rule 62C-26.003(3), F.A.C. Kanter’s engineering aspects of the site plan for the proposed project site, are appropriate. Kanter’s survey submitted to DEP in support of its application includes a suitable location plat which meets the minimum technical standards for land surveys. Kanter’s application includes an appropriate description of the planned well completion. DEP and Intervenors do not claim that the drilling application lacks the information required by rule 62C-26.003, F.A.C. Kanter’s Application proposes using existing levees to provide access to the proposed Kanter well site. Kanter did not propose to construct additional roads for access. Kanter’s proposed well site is located 332 feet from the L67-A levee, which serves as a roadway for trucks used to perform operations and maintenance on the levees and canals in the area. Kanter’s application does not lack any information required by DEP with respect to the location of roads, pads, or other facilities; nor does it lack any information regarding the minimization of impacts with respect to the location of roads. DEP and Intervenors do not contend that the permit should be denied based upon the proposed “spacing” of the well, or drilling unit, as that term is used in rule 62C-26.004, F.A.C. Kanter’s application includes appropriate plans for the construction of mud tanks, reserve pits, and dikes. Kanter agrees to a reasonable permit condition requiring that if water is to be transported on-site, that it will add additional tanks for the purpose of meeting water needs that would arise during the drilling process. Kanter’s design of the integrated casing, cementing, drilling mud, and blowout prevention programs is based upon sound engineering principles, and takes into account all relevant geologic and engineering data and information. Kanter’s proposed casing plan includes an additional casing string proposed in its response to DEP’s Third Request for Additional Information. This casing plan meets or exceeds the requirements of 62C-27.005, F.A.C. Kanter’s proposed casing and cementing program, as modified, meets or exceeds all applicable statutory and rule criteria.[2/] Kanter’s response and documents provided in response to DEP’s 3rd RAI satisfactorily resolved DEP’s concern regarding the risk of passage of water between different confining layers and aquifers resulting from the physical act of drilling through the layers of water and the intervening soil or earth. Kanter’s application includes a sufficient lost circulation plan. Kanter’s application is not deficient with respect to specific construction requirements which are intended to prevent subsurface discharges. Kanter’s drilling fluids plan is appropriate and is not deficient. Kanter’s blowout prevention equipment and procedures are appropriate and are not deficient. Kanter’s plans for blowout prevention are not insufficient. Kanter’s proposed oil pad is above the 100 year flood elevation and under normally expected circumstances would not be inundated by water if constructed as proposed in Kanter’s application. Kanter’s application includes a Hydrogen Sulfide Safety Plan that includes standards which are consistent with the onshore oil and gas industry standards set forth in the American Petroleum Institutes’ Recommended Practice. DEP and Intervenors do not claim any insufficiencies with respect to Kanter’s Hydrogen Sulfide Gas Contingency Plan, the sufficiency of secondary containment, its construction plans for a protective berm around the drilling site and storage tank areas of sufficient height and impermeability to prevent the escape of pad fluid, its pollution prevention plan, its safety manual, or its spill prevention and cleanup plan. DEP and Intervenors do not contend that the permitting of the well would violate section 377.242(1), F.S., regarding permits for the drilling for, exploring for, or production of oil, gas, or other petroleum products which are to be extracted from below the surface of the land only through the well hole(s). DEP and Intervenors do not contend that Kanter’s application violates the applicable rule criteria for oil and gas permitting set forth in Chapters 62C-25 through 62C-30, Florida Administrative Code. In addition to the foregoing, Kanter is not seeking or requesting authorization to perform “fracking,” and has agreed to a permit condition that would prohibit fracking. As a result of the foregoing, the parties have agreed that the Application meets or exceeds all criteria for an exploratory oil well permit under chapters 62C-25 through 62C-30. The Property Kanter owns two parcels of land totaling 20,000 acres in the area of the proposed Well Site: a northern parcel consisting of approximately 11,000 acres and a southern parcel consisting of approximately 9,000 acres. Kanter assembled its holdings through a series of acquisitions by deeds from 1975 to 1996. The Well Site is to be located within the southern parcel. On August 7, 1944, Kanter’s predecessor in title, Dallas Investment Co., acquired by tax deed all interests in a parcel within the 9,000-acre southern parcel described as “All Section 23 Township 51 South, Range 38 East, 640 Acres,” including, without reservation, the oil, gas, minerals, and phosphate. The evidence of title submitted as part of the Application indicates that a “Kanter” entity first became possessed of rights in Section 23 in 1975. By virtue of a series of transactions extending into 1996, Kanter currently holds fee title to all surface rights, and title to all mineral rights, including rights to oil, gas, and other mineral interests, within Section 23 Township 51 South, Range 38 East. The Well Site specified in the Application is within Section 23, Township 51 South, Range 38 East. Kanter’s property is encumbered by a Flowage Easement that was granted to the Central and Southern Flood Control District in 1950, and is presently held by the South Florida Water Management District (SFWMD). The Flowage Easement guarantees Kanter access to the entire easement property “for the exploration or drilling for, or the developing, producing, storing or removing of oil, gas or other . . . in accordance with sound engineering principles.” Kanter has the legal property right to locate and drill the well, and the exploratory well is consistent with Kanter’s ownership interest. The Well Site is located in a 160-acre (quarter section) portion of the 640-acre tract described above, and is within a “routine drilling unit,” which is the block of land surrounding and assigned to a well. Fla. Admin. Code R. 62C-25.002(20) and 62C-25.002(40). The Kanter property, including the Well Site, is in the historic Everglades. Before efforts to drain portions of the Everglades for development and agricultural uses, water flowed naturally in a southerly direction through land dominated by sawgrass and scattered tree islands. The tree islands were generally shaped by the direction of the water flow. Beginning as early as the late 1800s, dramatically increasing after the hurricane of 1947, and extending well into the 1960s, canals, levees, dikes, and channels were constructed to drain, impound, or reroute the historic flows. Those efforts have led to the vast system of water control structures and features that presently exist in south Florida. The Well Site, and the Kanter property as a whole, is located in Water Conservation Area (WCA)-3. WCA-3 is located in western Broward County and northwestern Miami-Dade County. It was constructed as part of the Central and Southern Florida Flood Control project authorized by Congress in 1948, and was created primarily for flood control and water supply. In the early 1960s, two levees, L67-A and L67-C, were constructed on a line running in a northeast to southwest direction. When constructed, the levees separated WCA-3 into WCA-3A to the west and WCA-3B to the southeast. The Well Site is in WCA-3A.3/ The area between L67-A and L67-C, along with a levee along the Miami Canal, is known as the “Pocket.” There is no water control in the Pocket. Although there is a structure at the south end of the Pocket, it is in disrepair, is rarely -- if ever -- operated, and may, in fact, be inoperable. The Well Site is located within the Pocket, on the southern side of L67-A. L67-A and L67-C, and their associated internal and external canals, have dramatically disrupted sheet flow, altered hydrology, and degraded the natural habitat in the Pocket. Water inputs and outputs are entirely driven by rainfall into the Pocket, and evaporation and transpiration from the Pocket. From a hydrologic perspective, the Pocket is entirely isolated from WCA-3A and WCA-3B. The Pocket is impacted by invasive species, which have overrun the native species endemic to the area and transformed the area into a monoculture of cattails. Vegetation that grows in the Pocket dies in the Pocket. Therefore, there is a layer of decomposing vegetative muck, ooze, and sediment from knee deep to waist deep in the Pocket, which is atypical of a functioning Everglades system. L67-A and L67-C, and their associated internal and external canals, impede wildlife movement, interfering with or preventing life functions of many native wildlife species. The proposed Well Site, and the surrounding Kanter property, is in a rural area where future residential or business development is highly unlikely. The property is removed from urban and industrial areas and is not known to have been used for agriculture. The Department has previously permitted oil wells within the greater Everglades, in areas of a more pristine environmental nature, character, and location than the Pocket. The Raccoon Point wellfield is located 24 miles west of the Proposed Project Site within the Big Cypress National Preserve. It is within a more natural system and has not undergone significant hydrologic changes such as the construction of canals, levees, ditches, and dikes and, therefore, continues to experience a normal hydrologic flow. Mr. Gottfried testified that at Raccoon Point, “you can see the vegetation is maintaining itself because the fact that we don’t have levees, ditches canals, dikes, impacting the area. So you have a diversity of plant life. You have tree islands still. You have the normal flow going down.” The greater weight of evidence shows that the Kanter Well Site is far less ecologically sensitive than property at Raccoon Point on which the Department has previously permitted both exploration and production wells. The Biscayne Aquifer The Biscayne Aquifer exists in almost all of Miami- Dade County, most of Broward County and a portion of the southern end of Palm Beach County. It is thickest along the coast, and thinnest and shallowest on the west side of those counties. The western limit of the Biscayne Aquifer lies beneath the Well Site. The Biscayne Aquifer is a sole-source aquifer and primary drinking water source for southeast Florida. A network of drainage canals, including the L-30, L-31, L-33, and Miami Canals, lie to the east of WCA-3B, and east of the Well Site. Those canals penetrate into the substratum and form a hydrologic buffer for wellfields east of the Well Site, including that operated by Miramar, and isolate the portions of the Biscayne Aquifer near public wellfields from potential impacts originating from areas to their west. The canals provide a “much more hydraulically available source” of water for public wellfields than water from western zones of the Biscayne Aquifer, and in that way create a buffer between areas on either side of the canals. The Pocket is not a significant recharge zone for the Biscayne Aquifer. There is a confining unit comprised of organic soils, muck, and Lake Flint Marl separating the Pocket and the Well Site from the Fort Thompson formation of the Biscayne Aquifer. There is a layer of at least five feet of confining muck under the L67-A levee in the area of the Well Site, a layer that is thicker in the Pocket. The Well Site is not within any 30-day or 120-day protection zones in place for local water supply wells. The fact that the proposed well will penetrate the Biscayne Aquifer does not create a significant risk of contamination of the Biscayne Aquifer. The drilling itself is no different than that done for municipal disposal wells that penetrate through the aquifer much closer to areas of water production than is the Well Site. The extensive casing and cementing program to be undertaken by Kanter provides greater protection for the well, and thus for the aquifer, than is required by the Department’s rules. A question as to the “possibility” that oil could get into the groundwater was answered truthfully in the affirmative “in the definition of possible.” However, given the nature of the aquifer at the Well Site, the hydrological separation of the Well Site and well from the Biscayne Aquifer, both due to the on-site confining layer and to the intervening canals, the degree of casing and cementing, and the full containment provided by the pad, the testimony of Mr. Howard that “it would be very difficult to put even a fairly small amount of risk to the likelihood that oil leaking at that site might possibly actually end up in a well at Miramar” is accepted. The Sunniland Formation The Sunniland Formation is a geologic formation which exists in a region of South Florida known as the South Florida Basin. It is characterized by alternating series of hydrocarbon-containing source rock, dolomite, and limestone of varying porosity and permeability and evaporite anhydrite or mudstone seal deposits. It has Upper Sunniland and Lower Sunniland strata, and generally exists at a depth of up to 12,000 feet below land surface (bls) in the area of the Well Site. Underlying the Sunniland Formation is a formation generally referred to as the “basement.” The basement exists at a depth of 17,000-18,000 feet bls. Oil is produced from organic rich carbonate units within the Lower Cretaceous Sunniland Formation, also known as the Dark Shale Unit of the Sunniland Formation. The oil produced in the Sunniland Formation is generally a product of prehistoric deposits of algae. Over millennia, and under the right conditions of time and pressure, organic material is converted to hydrocarbon oil. The preponderance of the evidence demonstrates that active generating source rock capable of producing hydrocarbons exists in the Sunniland Formation beneath the Kanter property. The preponderance of the evidence also indicates that the oil generated in the Sunniland Formation is at a sufficient depth that it is preserved from microbial degradation, which generally occurs in shallower reservoirs. The Upper Sunniland Formation was formed in the Cretaceous geological period, between 106 and 100 million years ago. Over that period, sea levels rose and fell dramatically, allowing colonies of rudists (a now extinct reef-building clam) and oysters to repeatedly form and die off. Over time, the colonies formed bioherms, which are reef-like buildups of shell elevated off of the base of the sea floor. Over millennia, the bioherms were exposed to conditions, including wave action and exposure to air and rainwater, that enhanced the porosity of the component rudist and oyster shell. Those “patch reefs” were subsequently buried by other materials that formed an impermeable layer over the porous rudist and oyster mounds, and allowed those mounds to become “traps” for oil migrating up from lower layers. A trap is a geological feature that consists of a porous layer overlain by an impervious layer of rock that forms a seal. A trap was described, simplistically, as an upside down bowl. Oil, being lighter than water, floats. As oil is generated in source rock, it migrates up through subterranean water until it encounters a trapping formation with the ability to create a reservoir, and with an impervious layer above the porous layer to seal the trap and prevent further migration, thus allowing the “bowl” to fill. The reservoir is the layer or structure with sufficient porosity and permeability to allow oil to accumulate with its pores. The thickness of the layer determines the volume of oil that the reservoir is capable of retaining. Although rudist mounds are generally considered to be more favorable as traps due to typically higher porosity, oyster mound traps are correlated to producing wells in the Sunniland Formation and are primary producers in the Felda field and the Seminole field. The Lower Sunniland Formation is a fractured carbonate stratum, described by Mr. Aldrich as a rubble zone. It is not a traditional structural trap. Rather, it consists of fractured and crumbling rock thought to be created by basement shear zones or deep-seated fault zones. It has the same source rock as the Upper Sunniland. There is little information on traps in the Lower Sunniland, though there are two fields that produce from that formation. A “play” is a group of prospects or potential prospects that have the same source rock, the same reservoir rock, the same trap style, and the same seal rock to hold in the hydrocarbons. The producing oil fields in the Sunniland Formation, including Raccoon Point, Sunniland, Felda, West Felda, and Lake Trafford are part of a common play known as the Sunniland Trend. The Sunniland Trend is an area of limestone of greater porosity within the Sunniland Formation, and provides a reasonable extrapolation of areas that may be conducive to oil traps. The Sunniland Trend extends generally from Manatee County on the west coast of Florida southeasterly into Broward County and the northwestern portion of Miami-Dade County on the east coast of Florida. The trend corresponds to the ancient Cretaceous shoreline where rudist and oyster bioherms formed as described above. In 2003, the “Mitchell-Tapping” report, named after the husband and wife team, identified two separate trends within the Sunniland Trend, the rudist-dominant West Felda Trend, and the more oyster-based Felda Trend. Both are oil-producing strata. The Felda Trend is more applicable to the Kanter property. Throughout the Sunniland Trend, hydrocarbon reservoirs exist within brown dolomite deposits and rudist and oyster mounds. Dolomite is a porous limestone, and is the reservoir rock found at the productive Raccoon Point oil wellfield. The evidence indicates that a brown dolomite layer of approximately 20 feet underlies the Well Site, and extends in all directions from the Well Site. A preponderance of the evidence indicates that the Kanter property, including the Well Site, is within the Sunniland Trend and its Felda Trend subset.4/ Oil produced from wells in the Sunniland Trend is typically thick, and is not under pressure. The oil does not rise through a bore hole to the surface, but must be pumped. The Raccoon Point Field, which is the closest productive and producing wellfield to the proposed Well Site, is located approximately 24 miles to the west of the Well Site, within the Sunniland Trend. Raccoon Point contains numerous well sites, of which four or five are currently producing, and has produced in the range of 20 million barrels of oil since it began operation in the late 1970s. Cumulative production of oil from proven fields in the South Florida Basin, including fields in the Sunniland Formation, is estimated to be in excess of 160 million barrels. Estimates from the U.S. Geological Service (USGS) indicate that 25 new fields capable of producing five million barrels of oil each are expected to be found within the Lower Cretaceous Shoal Reef Oil Assessment Unit, which extends into the Kanter property. Estimates of the potential reserves reach as high as an additional 200 million barrels of oil. The Dollar Bay Formation Another formation that has potential for oil production is the Lower Cretaceous Dollar Bay Formation, also in the South Florida Basin. The Dollar Bay Formation exists beneath the Kanter property at a shallower depth than the Sunniland Formation, generally at a depth of 10,000 feet in the vicinity of the Well Site. Most of the Dollar Bay prospects are on the east side of the South Florida Basin. Most of the wells in the South Florida Basin are on the west side. Thus, there has not been much in the way of exploration in the Dollar Bay Formation, so there is a lack of data on traps. Dollar Bay has been identified as a known oil-bearing play by the USGS. It is a self-source play, so the source comes from the Dollar Bay Formation itself. Dollar Bay exists both as potential and mature rock. It has known areas of very high total organic content (TOC) source rock; logged reservoir in the formation; and seal rock. There have been three oil finds in the Dollar Bay formation, with at least one commercial production well. Kanter will have to drill through the Dollar Bay Formation to get to the Upper Sunniland formation, thus allowing for the collection of information as to the production potential of the prospect. Although Dollar Bay is not generally the main “target” of the Permit, its potential is not zero. Thus, consideration of the Dollar Bay Formation as a factor in the calculation of risk/success that goes into the decision to drill an exploratory well is appropriate. Initial Exploratory Activities In 1989, Shell Western E&P, Inc. (Shell), conducted extensive seismic exploration in south Florida. Among the areas subject to seismic mapping were two lines -- one line of 36,000 feet mapped along the L67-A levee, directly alongside the Well Site, and the other of approximately 10 miles in length along the Miami Canal levee. The lines intersect on the Kanter property just north of the Well Site. The proposed exploration well is proposed to extend less than 12,000 feet deep. The seismic mapping performed by Shell was capable of producing useful data to that depth. The seismic methodology utilized by Shell produced data with a high degree of vertical and spatial resolution. Given its quality, the Shell data is very reliable. Shell did not use the seismic data generated in the 1980s, and ultimately abandoned activity in the area in favor of larger prospects, leaving the smaller fields typical of south Florida for smaller independent oil companies. The Shell seismic data was purchased by Seismic Exchange, a data brokerage company. In 2014, Kanter purchased the seismic data from Seismic Exchange for the lines that ran through its property. With the purchase, Kanter received the original field tapes, the support data, including surveyors’ notes and observer sheets which describe how the data was acquired, and the recorded data. As a result of advances in computer analysis since the data was collected, the seismic data can be more easily and accurately evaluated. It is not unusual for companies to make decisions on whether to proceed with exploration wells with two lines of seismic data. Mr. Lakin reviewed the data, and concluded that it showed a very promising area in the vicinity of the L67-A levee that was, in his opinion, sufficient to continue with permitting an exploratory oil well. Mr. Lakin described the seismic information in support of the Application as “excellent data,” an assessment that is well-supported and accepted. Mr. Pollister reviewed the two lines of seismic data and opined that the information supports a conclusion that the site is a “great prospect” for producing oil in such quantities as to warrant the exploration and extraction of such products on a commercially profitable basis. Seismic Data Analysis The seismic lines purchased by Kanter consist of line 970, which runs southwest to northeast along the L67-A levee, and a portion of line 998, which runs from northwest to southeast along the Miami Canal levee. The lines intersect at the intersection of the two levees. The data depicts, among others, the seismic reflection from the strata of the Sunniland Trend, and the seismic reflection from the basement. The depiction of the Sunniland Trend shows a discernable rise in the level of the strata, underlain by a corresponding rise in the basement strata. This rise is known as an anticline. An anticline is a location along a geologic strata at which there is an upheaval that tends to form one of the simplest oil traps that one can find using seismic data. In the South Florida Basin, anticlines are typically associated with mounded bioherms. A “closed structure” is an anticline, or structural high, with a syncline, or dip, in every direction. A closed structure, though preferable, is not required in order for there to be an effective trap. Most of the Sunniland oil fields do not have complete closure. They are, instead, stratigraphic traps, in which the formation continues to dip up and does not “roll over.” Where the rock type changes from nonporous to porous and back to nonporous, oil can become trapped in the porous portion of the interval even without “closure.” Thus, even if the “bowl” is tilted, it can still act as a trap. Complete closure is not necessary in much of the Sunniland Trend given the presence of an effective anhydrite layer to form an effective seal.5/ The seismic data of the Kanter property depicts an anticline in the Sunniland Formation that is centered beneath the Well Site at a depth in the range of 12,000 feet bls. Coming off of the anticline is a discernable syncline, or dip in the underlying rock. Applying the analogies used by various witnesses, the anticline would represent the top of the inverted bowl, and the syncline would represent the lip of the bowl. The evidence of the syncline appears in both seismic lines. The Shell seismic data also shows an anhydrite layer above the Sunniland Formation anticline. The same anticline exists at the basement level at a depth of 17,000 to 18,000 feet bls. The existence of the Sunniland formation anticline supported by the basement anticline, along with a thinning of the interval between those formations at the center point, provides support for the data reliably depicting the existence of a valid anticline. A basement-supported anticline is a key indicator of an oil trap, and is a feature commonly relied upon by geophysicists as being indicative of a structure that is favorable for oil production. The seismic data shows approximately 65 feet of total relief from the bottom to the top of the anticline structure, with 50 feet being closed on the back side. The 50 feet of closed anticline appears to extend over approximately 900 acres. There is evidence of other anticlines as one moves northeast along line 970. However, that data is not as strong as that for the structure beneath the Well Site. Though it would constitute a “lead,” that more incomplete data would generally not itself support a current recommendation to drill and, in any event, those other areas are not the subject of the permit at issue. The anticline beneath the well site is a “prospect,” which is an area with geological characteristics that are reasonably predicted to be commercially profitable. In the opinion of Mr. Lakin, the prospect at the location of the proposed Well Site has “everything that I would want to have to recommend drilling the well,” without a need for additional seismic data. His opinion is supported by a preponderance of the evidence, and is credited. Confirmation of the geology and thickness of the reservoir is the purpose of the exploratory well, with the expectation that well logs will provide such confirmation. Risk Analysis Beginning in the 1970s, the oil and gas industry began to develop a business technique for assessing the risk, i.e., the chance of failure, to apply to decisions being made on drilling exploration wells. Since the seminal work by Bob McGill, a systematic science has developed. In 1992, a manual was published with works from several authors. The 1992 manual included a methodology developed by Rose & Associates for assessing risk on prospects. The original author, Pete Rose,6/ is one of the foremost authorities on exploration risk. The Rose assessment method is a very strong mathematical methodology to fairly evaluate a prospect. The Rose method takes aspects that could contribute to finding an oil prospect, evaluates each element, and places it in its perspective. The Rose prospect analysis has been refined over the years, and is generally accepted as an industry standard. The 1992 manual also included a methodology for assessing both plays and prospects developed by David White. The following year, Mr. White published a separate manual on play and prospect analysis. The play and prospect analysis is similar to the Rose method in that both apply mathematical formulas to factors shown to be indicative of the presence of oil. Play and prospect analysis has been applied by much of the oil and gas industry, is used by the USGS in combining play and prospect analysis, and is being incorporated by Rose & Associates in its classes. The evidence is convincing that the White play and prospect analysis taught by Mr. Aldrich is a reasonable and accepted methodology capable of assessing the risk inherent in exploratory drilling. Risk analysis for plays and prospects consists of four primary factors: the trap; the reservoir; the source; and preservation and recovery. Each of the four factors has three separate characteristics. Numeric scores are assigned to each of the factors based on seismic data; published maps and materials; well data, subsurface data, and evidence from other plays and prospects; and other available information. Chance of success is calculated based on the quantity and quality of the data supporting the various factors to determine the likelihood that the prospect will produce flowable hydrocarbons. The analysis and scoring performed by Mr. Aldrich is found to be a reasonable and factually supported assessment of the risk associated with each of the prospects that exist beneath the proposed Well Site and that are the subject of the Application.7/ However, Mr. Aldrich included in his calculation an assessment of the Lower Sunniland Formation. The proposed well is to terminate at a depth of 11,800 feet bls, which is within the Upper Sunniland, but above the Lower Sunniland. Thus, although the Lower Sunniland would share the same source rock, the exploration well will not provide confirmation of the presence of oil. Therefore, it is more appropriate to perform the mathematical calculation to determine the likelihood of success without consideration of the Lower Sunniland prospect. To summarize Mr. Aldrich’s calculation, he assigned a four-percent chance of success at the Well Site for the Dollar Bay prospect. The assignment of the numeric scores for the Dollar Bay factors was reasonable and supported by the evidence. Mr. Aldrich assigned a 20-percent chance of success at the Well Site for the Upper Sunniland play. The assignment of the numeric scores for the Upper Sunniland factors was reasonable and supported by the evidence. In order to calculate the overall chance of success for the proposed Kanter exploratory well, the assessment method requires consideration of the “flip side” of the calculated chances of success, i.e., the chance of failure for each of the prospects. A four-percent chance of success for Dollar Bay means there is a 96-percent (0.96) chance of failure, i.e., that a commercial zone will not be discovered; and with a 20-percent chance of success for the Upper Sunniland, there is an 80-percent (0.80) chance of failure. Multiplying those factors, i.e., .96 x .80, results in a product of .77, or 77 percent, which is the chance that the well will be completely dry in all three zones. Thus, under the industry-accepted means of risk assessment, the 77-percent chance of failure means that there is a 23-percent chance of success, i.e., that at least one zone will be productive. A 23-percent chance that an exploratory well will be productive, though lower than the figure calculated by Mr. Aldrich,8/ is, in the field of oil exploration and production, a very high chance of success, well above the seven-percent average for prospecting wells previously permitted by the Department (as testified to by Mr. Linero) and exceeding the 10- to 15-percent chance of success that most large oil companies are looking for in order to proceed with an exploratory well drilling project (as testified to by Mr. Preston). Thus, the data for the Kanter Well Site demonstrates that there is a strong indication of a likelihood of the presence of oil at the Well Site. Commercial Profitability Commercial profitability takes into account all of the costs involved in a project, including transportation and development costs. Mr. Aldrich testified that the Kanter project would be commercially self-supporting if it produced 100,000 barrels at $50.00 per barrel. His testimony was unrebutted, and is accepted. The evidence in this case supports a finding that reserves could range from an optimistic estimate of 3 to 10 million barrels, to a very (perhaps unreasonably) conservative estimate of 200 barrels per acre over 900 acres, or 180,000 barrels. In either event, the preponderance of the evidence adduced at the hearing establishes an indicated likelihood of the presence of oil in such quantities as to warrant its exploration and extraction on a commercially profitable basis.9/
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order: Approving the Application for Oil and Gas Drilling Permit No. OG 1366 with the conditions agreed upon and stipulated to by Petitioner, including a condition requiring that if water is to be transported on-site, it will add additional tanks for the purpose of meeting water needs that would arise during the drilling process, and a condition prohibiting fracking; and Approving the application for Environmental Resource Permit No. 06-0336409-001. DONE AND ENTERED this 10th day of October, 2017, in Tallahassee, Leon County, Florida. S E. GARY EARLY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 10th day of October, 2017.
The Issue The issues to be determined are whether: (1) a violation of section 556.107(1)(a), Florida Statutes, occurred; (2) relating to a “high-priority subsurface installation” under section 556.116(1)(b); (3) which proximately caused an “incident” under section 556.116(1)(c); (4) for which a fine may be imposed against the violator in an amount not to exceed $50,000.00.
Findings Of Fact Stipulated Facts Sunshine 811 is the free-access notification system established under the Underground Facility Damage Prevention and Safety Act (the Act). See §§ 556.101 – 556.116, Fla. Stat. (2017). Section 556.105(1)(a) requires an excavator before beginning any excavation or demolition to provide Sunshine 811 with certain information that will allow a utility company to mark the location of underground facilities in the area of the proposed excavation. On January 8, 2018, Francisco Plascencia, an employee and agent of Medalist, was operating a trackhoe excavator on the property located at or around 1380 SE Cove Road, Stuart, Florida. While Medalist was digging to uproot a tree, the trackhoe excavator ruptured a six-inch underground gas- distribution main owned and operated by Peoples Gas. Before beginning the excavation, Medalist did not “call 811” or otherwise notify Sunshine 811 about the excavation. Accordingly, the excavation site did not contain “locate marks” identifying on the surface of the earth the location of the six-inch underground gas main. The Parties Medalist is owned by Jeremy LeMaster who is a licensed building contractor. Since 2007, Medalist has built over 500 homes in Martin County. Peoples Gas is the utility company that owns and operates the underground gas-distribution main that is the subject of this proceeding. Peoples Gas is a member operator of Sunshine 811 and submitted the High Priority Subsurface Installation Incident Report and Commitment regarding the incident at 1380 SE Cove Road, Stuart, Florida. The Incident Joshua Turpie is the senior utility technician with Peoples Gas who performs line locates when Peoples Gas gets tickets from Sunshine 811. Mr. Turpie testified that if a contractor or homeowner calls Sunshine 811 before digging, it comes to him and he has a 48-hour window in which to mark the location of any underground gas line. This is done by placing flags, painting the ground and taking pictures. On the morning of January 8, 2018, Mr. Turpie responded to a location on Cove Road at the request of his supervisor, Scott Tinney. Mr. Tinney informed him that a drastic drop in gas pressure was occurring, and it seemed to be in the area of Mr. Turpie’s location. At the location, Mr. Turpie found fire trucks and police cars, and saw that a gas-distribution main was ruptured. After assessing the situation and further discussing it with his supervisor, who was now on-site, he assisted Peoples Gas contractor with the “make safe” operation. This entailed fully exposing the gas main and using a “squeeze off tool” to clamp the main at a location upstream of the rupture to stop the flow of gas. Mr. Turpie arrived on scene at 9:40 a.m. and the gas flow was stopped at 11:15 a.m. At the scene, Mr. Turpie also checked on his computer and saw that this particular gas- distribution main was designated as a high priority main because “it feeds basically everything in Stuart.” An outage at this type of main would have a high customer impact. This particular gas main serviced 50 percent residential and 50 percent commercial customers. For excavation work in the area of a high-priority gas main, Mr. Turpie would not only have flagged and marked the location, but also would have called the excavator and explained the high-priority nature of the gas main. In addition, a notification letter would also be sent to the excavator regarding the high-priority gas main and providing the contact information of relevant Peoples Gas employees. Peoples Gas would also have the opportunity to determine if it needed to place an employee on-site during excavation. A contractor for Peoples Gas repaired the gas main. Peoples Gas employees also “locked off” every customer’s meter. Four hundred and nine individual meters had to be physically locked off before restoration efforts could begin. Restoration involved re-introducing gas to the system, purging the lines of air, and physically turning on each meter, checking gas appliances, and checking for leaks. This process was labor intensive and involved deploying 36 Peoples Gas employees from around the state and two contractors from Miami. Peoples Gas set up a command center to which the employees from around the state reported. There, the teams were provided with outage lists of the metered customers in order to conduct the process of restoring service. Service restoration continued through the evening of January 9. On the morning of January 10, the deployed employees were sent back home and the local teams completed restoring service to residences. Community Impact At the location of the gas main rupture, first responders (i.e., fire rescue and police) set up a command center, redirected traffic away from that part of Cove Road, and evacuated nearby residences and a nearby school. The customers without service during the outage included two hospitals, four nursing homes, a fire station, schools, a correctional facility, a church, businesses, and residences. Property Damage and Service-Restoration Costs Ruth Weintraub is the Peoples Gas supervisor for Damage Prevention & Public Awareness. Ms. Weintraub testified that she did an accounting of the expenses incurred as a result of the gas line rupture. Ms. Weintraub calculated the amount based on: (i) lost gas in the line; (ii) labor; (iii) equipment; (iv) lodging and meals; (v) charges from the third•party contractors; and (vi) administrative costs. The amount was no less than $127,000.00, which would increase as Peoples Gas finalized its accounting. Medalist’s Actions Mr. LeMaster testified that he was alerted to the incident by a text from a field supervisor who had called 911 to report the event. Mr. LeMaster arrived at the scene within approximately 30 minutes after getting the text, and remained at the site until there was complete clearance. Mr. LeMaster testified that his employees are trained in Sunshine 811 procedures. “[T]hey don’t dig without having locates.” He surmised that Mr. Plascencia thought he was doing a good thing by using the trackhoe to remove a tree which was in the center of a staked driveway at the job site. Mr. Plascencia was not instructed to remove the tree. In fact, the only work to be done that day was the placement of silt fences. Prior to this incident, Medalist had never hit any underground lines and always contacted Sunshine 811 before digging. Mr. LeMaster testified that Mr. Plascencia was immediately terminated for not following company policy and procedures. Sunshine 811 Lance Horton is the manager for Pipeline Safety & Occupational Services at Peoples Gas. Mr. Horton also served on the Board of Directors of Sunshine 811. He explained that the Sunshine 811 call and locate procedure is “a damage prevention program in the effort . . . to protect underground facilities, not just gas but also electric, communication facilities, water, [and] sewer.” It is important to prevent “incidents such as this,” which put utility employees, first responders, and members of the public in peril.
The Issue This proceeding is for the purpose of resolving a territorial dispute regarding the extension of gas service to areas of The Villages of Sumter Lake (“The Villages”) in Sumter County, Florida, pursuant to section 366.04(3)(b), Florida Statutes, and Florida Administrative Code Rule 25-7.0472; and whether a Natural Gas System Construction, Purchase, and Sale Agreement (“Agreement”) between the City of Leesburg (“Leesburg”) and South Sumter Gas Company (“SSGC”) creates a “hybrid” public utility subject to ratemaking oversight by the Public Service Commission (“Commission”).
Findings Of Fact The Parties and Stipulated Issues PGS is a natural gas local distribution company providing sales and transportation delivery of natural gas throughout many areas of the State of Florida, including portions of Sumter County. PGS is the largest natural gas provider in Florida with approximately 390,000 customers, over 600 full-time employees, and the same number of construction contract crews. PGS’s system consists of approximately 19,000 miles of distribution mains throughout Florida. PGS operates systems in areas that are very rural and areas that are densely populated. PGS currently serves more than 45,000 customers in Sumter and Marion counties. PGS is an investor-owned “natural gas utility,” as defined in section 366.04(3)(c), and is subject to the Commission’s statutory jurisdiction to resolve territorial disputes. Leesburg is a municipality in central Florida with a population of approximately 25,000 within the city limits, and a broader metropolitan service area (“MSA”) population of about 50,000. Leesburg provides natural gas service in portions of Lake and Sumter counties. Leesburg is a “natural gas utility” as defined in section 366.04(3)(c). Leesburg has provided natural gas service to its customers since 1959, and currently serves about 14,000 residential, commercial, and industrial customers both within and outside its city limits via a current system of approximately 276 miles of distribution lines. Leesburg is subject to the Commission’s statutory jurisdiction to resolve territorial disputes. SSGC is a Florida limited liability company and an operating division of The Villages. SSGC is the entity through which The Villages has entered into a written contract with Leesburg authorizing Leesburg to supply natural gas services to, initially, the Bigham developments. The issues of cost of capital and amortization and depreciation are not applicable to this dispute. The Dispute A territorial dispute is a disagreement over which natural gas utility will serve a particular geographic area. In this case, the area in dispute is that encompassed by the Bigham developments. PGS argued that the dispute should be expanded to include areas not subject to current development, but that are within the scope of anticipated Villages expansion. The extension of this territorial dispute beyond the Bigham developments is not warranted or necessary, and would have the effect of establishing a territorial boundary in favor of one of the parties. As a result of the Agreement to be discussed herein, SSGC has constructed residential gas infrastucture within Bigham, and has conveyed that infrastructure to Leesburg. Leesburg supplies natural gas to Bigham, bills and collects for gas service, and is responsible for upkeep, maintenance, and repair of the gas system. The question for disposition in this proceeding is whether service to Bigham is being lawfully provided by Leesburg pursuant to the standards applicable to territorial disputes. Natural Gas Regulation PGS is an investor-owned public utility. It is subject to the regulatory jurisdiction of the Commission with regard to rates and service. Its profits and return on equity are likewise subject to regulation. Leesburg is a municipal natural gas utility. The Commission does not regulate, or require the reporting of municipal natural gas utility rates, conditions of service, rate-setting, or the billing, collection, or distribution of revenues. The evidence suggests that the reason for the “hands- off” approach to municipal natural gas utilities is due to the ability of municipal voters to self-regulate at the ballot box. PGS argues that customers in The Villages, as is the case with any customer outside of the Leesburg city limits, do not have any direct say in how Leesburg sets rates and terms of service.1/ That may be so, but the Legislature’s approach to the administration and operation of municipal natural gas utilities, with the exception of safety reporting and territorial disputes, is a matter of legislative policy that is not subject to the authority of the undersigned. History of The Villages The Villages is a series of planned residential areas developed under common ownership and development. Its communities are age-restricted, limited to persons age 55 and older. It has been the fastest growing MSA for medium-sized and up communities for the past five years. The Villages started in the 1970s as a mobile home community known as Orange Blossom Gardens in Lake County. That community proved to be successful, and the concept was expanded in the 1980s to include developments with golf courses and clubhouses. Residents began to customize their mobile homes to the point at which the investment in those homes rivaled the cost of site-built homes. In the 1990s, The Villages went to site-built home developments. By then, one of the two original developers had sold his interest to the other, who proceeded to bring his son into the business. They decided that their approach of building homes should be more akin to traditional development patterns in which growth emanates from a central hub. Thus, in 1994, the Spanish Springs Town Center was built, with an entertainment hub surrounded by shopping and amenities. It was a success. By 2000, The Villages had extended southward to County Road (“CR”) 466, and a second town center, Lake Sumter Landing, was constructed. The following years, to the present, saw The Villages continue its southward expansion to State Road (“SR”) 44, where the Brownwood Town Center was constructed, and then to its southernmost communities of Fenney, Bigham North, Bigham West, and Bigham East, which center on the intersection of CR 468 and CR 501. The Villages currently constructs between 200 and 260 residential houses per month. Contractors are on a computerized schedule by which all tasks involved in the construction of the home are set forth in detail. The schedule was described, aptly, as rigorous. A delay by any contractor in the completion of the performance of its task results in a cascading delay for following contractors. Gas Service in the Area Gas mains are generally “arterial” in nature, with relatively large distribution mains operating at high distribution pressure extending outward from a connection to an interstate or intrastate transmission line through a gate station. Smaller mains then “pick up” growth along the line as it develops, with lower pressure service lines completing the system. In 1994, Leesburg constructed a gas supply main from the terminus of its existing facility at the Lake County/Sumter County line along CR 470 to the Coleman Federal Prison. In August 2009, PGS was granted a non-exclusive franchise by the City of Wildwood to provide natural gas service to Wildwood. SSGC Exhibit 6, which depicts the boundaries of the City of Leesburg, the City of Wildwood, and the City of Coleman, demonstrates that most, if not all, of the area encompassed by the Bigham developments is within the Wildwood city limits. In 2015, the interstate Sabal Trail transmission pipeline was being extended south through Sumter County. The line was originally expected to run in close proximity to Interstate 75. Even at that location, Leesburg decided that it would construct a gate station connecting to the Sabal Trail pipeline to provide backfill capabilities for its existing facilities in Lake County, and for its Coleman prison customer. In 2016, the Sabal Trail pipeline was redirected to come much closer to the municipal limits of Leesburg. That decision made the Leesburg determination to locate a gate station connecting to the Sabal Trail pipeline much easier. In addition, construction of the gate station while the Sabal Trail pipeline was under construction made construction simpler and less expensive. By adding the connecting lines to the Sabal Trail pipeline while it was under construction, a “hot tap” was not required. In May 2016, PGS began extending its gas distribution facilities to serve industrial facilities south of Coleman. It started from the terminus of its existing main at the intersection of SR 44 and CR 468 -- roughly a mile and a half west of the Lake County/Sumter County line and the Leesburg city limit -- along CR 468 to the intersection with U.S. Highway 301 (“US 301”), and extending along US 301 to the town of Coleman by January 2017. The distribution line was then extended south along US 301 to Sumterville.2/ In addition, Sumter County built a line off of the PGS line to a proposed industrial customer/industrial park to the south and west of Coleman, which was assigned to PGS. It is common practice for investor-owned utilities to extend service to an anchor customer, and to size the infrastructure to allow for the addition of customers along the route. By so doing, there is an expectation that a line will be fully utilized, resulting in lower customer cost, and a return on the investment. Nonetheless, PGS has not performed an analysis of the CR 468/US 301 line to determine whether PGS would be able to depreciate those lines and recover the costs. The CR 468/US 301 PGS distribution line is an eight- inch line, which is higher capacity in both size and pressure. The entire line is ceramic-coated steel with cathodic protection, which is the most up-to-date material. PGS sized the CR 468/US 301 distribution line to handle additional capacity to serve growth along the corridor. Although PGS had no territorial or developer agreement relating to any area of The Villages when it installed its CR 468/US 301 distribution line, PGS expected growth in the area, whether it was to be from The Villages or from another developer. Although it did not have specific loads identified, the positioning of the distribution line anticipated residential and commercial development along its route. Nonetheless, none of the PGS lines were extended specifically for future Villages developments. PGS had no territorial agreement, and had no discussion with The Villages about serving any development along the mains. PGS constructed a gate station at the intersection of CR 468 and CR 501 connecting to the Sabal Palm pipeline to serve the anchor industrial facilities. The Sabal Trail gate station was not constructed in anticipation of service to The Villages. Gas Service to The Villages In 2017, The Villages decided to extend gas service to its Fenney development, located along CR 468. Prior to that decision, The Villages had not constructed homes with gas appliances at any residential location in The Villages. The Villages has extended gas to commercial facilities associated with its developments north of SR 44, which had generally been provided by PGS. The Villages’ development in Fruitland Park in Lake County included commercial facilities with gas constructed, installed, and served by Leesburg. Prior to the time in which the Fenney development was being planned, The Villages began to require joint trenching agreements with various utilities contracted to serve The Villages, including water, sewer, cable TV, irrigation, and electric lines. Pursuant to these trenching agreements, The Villages’ contractors excavate a trench to serve residential facilities prior to construction of the residences. The trenches are typically four-feet-wide by four-feet-deep. Each of the utilities install their lines in the trench at a designated depth and separation from the other utility lines in order to meet applicable safety requirements. Using a common trench allows for uniformity of installation and avoids installation mishaps that can occur when lines are installed after other lines are in the ground. The trenching agreements proved to be effective in resolving issues of competing and occasionally conflicting utility line development. The PGS CR 468 distribution line runs parallel to CR 468 along the northern boundary of the Fenney development. Therefore, PGS was selected to provide service when the decision was made to extend gas service into Fenney. PGS entered into a developer agreement with The Villages that was limited to work in Fenney. PGS was brought into the Fenney development project in August 2017, after four development units had been completed. Therefore, PGS had to bring gas service lines into residences in those units as a retrofitted element, and not as a participant to the trenching agreements under which other utilities were installed. There were occasions during installation when the PGS installation contractor, R.A.W. Construction, severed telephone and cable TV lines, broke water and sewer lines, and tore up landscaped and sodded areas. As a result, homes in the four completed Fenney development units were delayed resulting in missed closing dates. However, since PGS was not brought in until after the fact for the four completed developments, it is difficult to assign blame for circumstances that were apparently not uncommon before joint trench agreements were implemented, and which formed the rationale for the creation of joint trench agreements.3/ The Villages was not satisfied with the performance of PGS at its Fenney development. The problems described by The Villages related to construction and billing services. The Villages also complained that PGS did not have sufficient manpower to meet its exceedingly rigid and inflexible construction requirements. Mr. McDonough indicated that even in those areas in which PGS was a participant in joint trenching agreements, it was incapable of keeping up with the schedule. Much of that delay was attributed to its contractor at the time, R.A.W. Construction. After some time had passed, PGS changed contractors and went with Hamlet Construction (“Hamlet”), a contractor with which The Villages had a prior satisfactory relationship. After Hamlet was brought in, most of the construction-related issues were resolved. However, Mr. Lovo testified that billing issues with PGS were still unsatisfactory, resulting in delays in transfer of service from The Villages to the residential home buyer, and delays and mistakes in various billing functions, including rebates. In late 2017, as the Fenney development was approaching buildout, The Villages commenced construction of the Bigham developments. The three Bigham developments were adjacent to one another. The Bigham developments will collectively include 4,200 residential homes, along with commercial support facilities. By September 27, 2017, Leesburg officials were having discussions with Mr. Geoffroy, a representative of its gas purchasing cooperative, Florida Gas Utility (“FGU”), as to how it might go about obtaining rights to serve The Villages’ developments. Mr. Rogers inquired, via email, “[w]hat about encroachment into [PGS] territory north of 468, which is where they plan to build next? [PGS] has a line on 468 that is feeding the section currently under development.” Some 15 minutes later, Mr. Geoffroy described the “customer preference” plan that ultimately became a cornerstone of this case as follows: Yes, the areas that the Villages “plans” to build is currently “unserved territory”, so the PSC looks at a lot of factors, such as construction costs, proximity of existing infrastructure and other things; however, the rule goes on to state that customer preference is an over-riding factor; if all else is substantially equal. In this case, simply having the Villages say they will only put gas into the homes if Leesburg serves them, but not TECO/PGS, will do it. (emphasis added). On November 16, 2017, Leesburg was preparing for a meeting with The Villages to be held “tomorrow.” Among the topics raised by Mr. Rogers was “territorial agreement?” to which Mr. Geoffroy responded “[d]epends on which option [The Villages] choose. If they become the utility, then yes. If not, you will eventually need an agreement with [PGS].” During this period of time, PGS had no communication with either Leesburg or The Villages regarding the extension of gas service to Bigham. PGS became aware that Hamlet was installing gas lines along CR 501 and CR 468 in late December 2017. PGS had not authorized those installations. Bigham West adjoined Fenney, and PGS had lines in the Fenney development that could have established a point of connection to the Bigham developments without modification of the lines. In addition, each of the three Bigham developments front onto CR 468 and are contiguous to the CR 468 PGS distribution line. The distance from the PGS line directly into any of the Bigham developments was a matter of 10 to 100 feet. The cost to PGS to extend gas service into Bigham would have been minimal, with “a small amount of labor involved and a couple feet of pipe.” PGS met with Leesburg officials in January 2018 to determine what was being constructed and to avoid a territorial dispute. PGS was directed by Leesburg to contact The Villages for details. Thereafter, PGS met with representatives of The Villages. PGS was advised that The Villages was “unappreciative” of the business model by which The Villages built communities, and a public utility was able to serve the residential customers and collect the gas service revenues for 30 or 40 years. The Agreement The Villages was, after the completion of Fenney, unsure as to whether it would provide gas service to Bigham, or would continue its past practice of providing all electric homes. The Villages rebuffed Leesburg’s initial advances to extend gas service to The Villages’ new developments, including Bigham. Thereafter, The Villages undertook a series of discussions with Leesburg as to how gas service might be provided to additional Villages’ developments in a manner that would avoid what The Villages’ perceived to be the inequity of allowing a public utility to serve The Villages’ homes, with the public utility keeping the revenues from that service. Leesburg and The Villages continued negotiations to come to a means for extending gas service to The Villages’ developments, while allowing The Villages to collect revenues generated from monthly customer charges and monthly “per therm” charges. SSGC was formed as a natural gas construction company to engage in those discussions. SSCG was, by its own acknowledgement, “an affiliate of The Villages, and the de facto proxy for The Villages in this proceeding.” On January 3, 2018, Leesburg internally discussed how to manage the issue of contributions in aid of construction (“CIAC”). It appeared to Mr. Rogers that gas revenues would continue to be shared with The Villages after its infrastructure investment, with interest, was paid off, with Mr. Rogers questioning “is there a legal issue with them continuing to collect revenue after their capital investment is recovered? Admittedly that may not occur for 15 years.” A number of tasks to be undertaken by The Villages “justifying the continued revenue stream” were proposed, with Mr. Geoffroy stating that: While this may seem a large amount for very little infrastructure, I think it would probably be okay. Because [PGS] distribution is so close, and the Villages has used them previously, it would be relatively easy for the Villages to connect to [PGS] and disconnect from [Leesburg], at any point in the future. In order to get and retain the contract, this is what [Leesburg] has to agree to win the deal. Not sure anyone has rate jurisdiction on this anyway, other than [Leesburg]. Those discussions led to the development of the Agreement under which service to Bigham was ultimately provided. The Agreement was a formulaic approach to entice The Villages into allowing Leesburg to be the gas provider for the residents that were to come. The Agreement governs the construction, purchase, and sale of natural gas distribution facilities providing service to residential and commercial customers in The Villages’ developments. On February 12, 2018, the Leesburg City Commission adopted Resolution 10,156, which authorized the Mayor and City Clerk to execute the Agreement on the Leesburg’s behalf. The Agreement was thereupon entered into between Leesburg and SSGC, with an effective date of February 13, 2018. Then, on February 26, 2019, the Leesburg City Commission adopted Ordinance 18-07, which enacted the Villages Natural Gas Rate Structure and Method of Setting Rates established in the Agreement into the Leesburg Code of Ordinances. The Agreement has no specific term of years, but provides for a term “through the expiration or earlier termination of [Leesburg]’s franchise from the City of Wildwood.” Mr. Minner testified that “the length of the agreement is 30 years from when a final home is built, and then over that overlay is the 30-year franchise agreement from the City of Wildwood.” However, SSGC’s response to interrogatories indicates that the Agreement has a 30-year term. Though imprecise, the 30-year term is a fair measure of the term of the Agreement. For the Bigham developments, i.e., the Agreement’s original “service area,” facilities are those installed into Bigham from the regulator station at the end of Leesburg’s new CR 501 distribution line, and include distribution lines along Bigham’s roads and streets, all required service lines, pressure regulator stations, meters and regulators for each customer, and other appurtenances by which natural gas will be distributed to customers. The Agreement acknowledges that Leesburg and SSGC “anticipate that the service Area will expand as The Villages® community grows, and thus, as it may so expand, [Leesburg and SSGC] shall expand the Service Area from time to time by written Amendment to this Agreement.” SSGC is responsible for the design, engineering, and construction of the natural gas facilities within Bigham. SSGC is responsible for complying with all codes and regulations, for obtaining all permits and approvals, and arranging for labor, materials, and contracts necessary to construct the system. Leesburg is entitled to receive notice from SSGC prior to the construction of each portion of the natural gas system, and has “the right but not the obligation” to perform tests and inspections as the system is installed. The evidence indicates that Leesburg has assigned a city inspector who is on-site daily to monitor the installation of distribution and service lines. SSGC has, to date, been using Hamlet as its contractor, the same company used by PGS to complete work at Fenney. Upon completion of each section in the development, SSGC provides Leesburg with a final inspection report and a set of “as-built” drawings. SSGC then conveys ownership of the gas distribution system to Leesburg in the form of a Bill of Sale. Upon the conveyance of the system to Leesburg, Leesburg assumes responsibility for all operation, maintenance, repairs, and upkeep of the system. Leesburg is also responsible for all customer service, emergency and service calls, meter reading, billing, and collections. Upon conveyance, Leesburg operates and provides natural gas service to Bigham through the system and through Leesburg’s facilities “as an integrated part of [Leesburg’s] natural gas utility operations.” In order to “induce” SSGC to enter into the Agreement, and as the “purchase price” for the system constructed by SSGC, Leesburg will pay SSCG a percentage of the monthly customer charge and the “per therm” charge billed to Bigham customers. Leesburg will charge Bigham customers a “Villages Natural Gas Rate” (“Villages Rate”). The “per therm” charge and the monthly customer charge for each Bigham customer are to be equal to the corresponding rates charged by PGS. If PGS lowers its monthly customer charge after the effective date of the agreement, Leesburg is not obligated to lower its Villages Rate. Bigham customers, who are outside of Leesburg’s municipal boundaries and unable to vote in Leesburg municipal elections, will pay a rate for gas that exceeds that of customers inside of Leesburg’s municipal boundaries and those inside of Leesburg’s traditional service area. A preponderance of the evidence indicates that for the term of the agreement, The Villages will collect from 52 percent (per Mr. Minner at hearing) to 55 percent (per Mr. Minner in deposition) of the total gas revenues paid to Leesburg from Bigham customers. The specific breakdown of revenues is included in the Agreement itself, and its recitation here is not necessary. The mechanism by which The Villages, through SSGC, receives revenue from gas service provided by Leesburg, first to its “proxy” customer and then to its end-user customers, is unique and unprecedented. It has skewed both competitive and market forces. Nonetheless, PGS was not able to identify any statute or rule that imposed a regulatory standard applicable to municipal gas utilities that would prevent such an arrangement. The evidence establishes that, under the terms of the Agreement, Leesburg is the “natural gas utility” as that term is defined by statute and rule. The evidence establishes that SSGC is, nominally, a gas system construction contractor building gas facilities for Leesburg’s ownership and operation. The evidence does not establish that the Agreement creates a “hybrid” public utility. Extension of Service to the Bigham Developments Leesburg’s mains nearest to Bigham were at SR 44 at the Lake County/Sumter County line, a distance of approximately 3.5 miles from the nearest Bigham point of connection; and along CR 470, a distance of approximately 2.5 miles to the nearest Bigham point of connection. When the Agreement was entered, neither the Leesburg 501 line nor the Leesburg 468 line were in existence. At the time the Agreement was entered, Leesburg knew that PGS was the closest provider to the three Bigham developments. In order to serve Bigham, Leesburg constructed a distribution line from a point on CR 470 near the Coleman Prison northward along CR 501 for approximately 2.5 miles to the southern boundary between Bigham West and Bigham East. Leesburg constructed a second distribution line from the Lake County line on SR 44 eastward to its intersection with CR 468, and then southward along CR 468 to the Florida Turnpike, just short of the boundary with Bigham East, a total distance of approximately 3.5 miles. The Leesburg CR 468 line will allow Leesburg to connect with the Bigham distribution line and “loop” or “backfeed” its system to provide redundancy and greater reliability of service to Bigham and other projects in The Villages as they are developed. The new Leesburg CR 468 line runs parallel to the existing PGS CR 468 line along its entire CR 468 route, and crosses the PGS line in places. There are no Commission regulations that prohibit crossing lines, or having lines in close proximity. Nonetheless, having lines in close proximity increases the risk of, among other things, complicating emergency response issues where fire and police believe they are responding to one utility's emergency when it is the other’s emergency. Safety Although PGS was the subject of a Commission investigation and violation related to a series of 2013-2015 inspections, those violations have been resolved to the satisfaction of the Commission. Mr. Szelistowski testified that PGS has received no citations or violations from the Commission, either from a construction standpoint or an operation and maintenance standpoint, for the past three years. Mr. Moses testified that both PGS and Leesburg are able to safely provide natural gas service to customers in Sumter County. His testimony is credited. Given the differences in size, geographic range, nature, and density of areas served by the PGS and Leesburg systems, the prior violations are not so concerning as to constitute a material difference in the outcome of this case. All of the distribution and service lines proposed by Leesburg and PGS to serve and for use in the disputed territory are modern, safe, and state-of-the-art. Reliability As stated by Leesburg in its PRO, “[t]he reliability of a natural gas distribution system to serve a designated area depends on the nature, location and capacity of the utility's existing infrastructure, the ability of the utility to secure the necessary quantities of natural gas, and the ability of the natural gas utility to supply gas in a safe manner.” As set forth herein, the location of PGS’s existing infrastructure, vis-a-vis the disputed territory, weighs strongly in its favor. As to the other reliability factors identified by Leesburg, both parties are equally capable of providing reliable service to the disputed territory. Both PGS and Leesburg demonstrated that they have the managerial and operational experience to provide service in the disputed area. There was no evidence to suggest that end-user customers of either Leesburg or PGS, including PGS’s Fenney customers, are dissatisfied with their service. Regulatory Standards for Territorial Disputes Rule 25-7.0472 establishes the criteria for the resolution of territorial disputes regarding gas utilities. Rule 25-7.0472(2)(a) Rule 25-7.0472(2)(a) includes the following issues for consideration in resolving a territorial dispute regarding gas utilities: The capability of each utility to provide reliable natural gas service within the disputed area with its existing facilities and gas supply contracts. Leesburg currently obtains its natural gas supply from the Florida Gas Transmission (“FGT”) distribution system, and purchases natural gas through FGU, a not-for-profit joint action agency, or "co-op" for purchasing natural gas. FGU's membership consists of city or governmental utility systems in Florida that distribute natural gas to end-user customers, or that use natural gas to generate electricity. FGU purchases and provides gas and manages interstate pipeline capacity for its members. FGU's members contractually reserve space in interstate transmission lines. FGU aggregates its members’ contracts into a single consolidated contract between FGU and the interstate pipelines and collectively manages its members’ needs through that contract. FGU has flexibility to transfer pipeline capacity from one member to benefit another member. Leesburg currently takes its natural gas through a "lateral" pipeline from the FGT transmission line. Gas travels through one of two gate stations, one in Haines Creek, and the other near the Leesburg municipal airport, both of which are located in Leesburg’s northeast quadrant. At the gate stations, transmission pressure is reduced to lower distribution pressure, and the gas is metered as it is introduced into Leesburg’s distribution system. The FGT transmission capacity is fully subscribed by FGU. Leesburg has not fully subscribed its lateral pipeline and has sole access to its lateral line capacity. Prior to the entry of the Agreement, and Leesburg/SSGC’s extension of distribution lines along CR 501 and CR 468, Leesburg’s distribution lines extended into Sumter County only along CR 470 to the Coleman Federal Prison. One other Leesburg line extended to the county line along SR 44, and then north to serve a residential area in Lake County. Leesburg argues that it has already extended lines, and is providing service to thousands of homes in Bigham, and that those facilities should be considered in determining whether it can “provide reliable natural gas service within the disputed area with its existing facilities.” PGS did not know of Leesburg’s intent to serve Bigham until late December 2017, when it observed PGS’s Fenney contractor, Hamlet, installing lines along CR 468, lines that it had not approved. PGS met with Leesburg officials in January 2018 to determine what was being constructed and to avoid a territorial dispute. PGS was directed by Leesburg to contact The Villages for details. PGS filed its territorial dispute on February 23, 2018, 10 days from the entry of the Agreement, and three days prior to the adoption of Ordinance 18-07. Construction of the infrastructure to serve Bigham occurred after the filing of the territorial dispute. Given the speed with which The Villages builds, hundreds of homes have been built, and gas facilities to serve have been constructed, since the filing of the territorial dispute. To allow Leesburg to take credit for its facilities in the disputed territory, thus prevailing as a fait accompli, would be contrary to the process and standards for determining a territorial dispute. The territory must be gauged by the conditions in the disputed territory prior to the disputed extension of facilities to serve the area. Leesburg’s existing facilities, i.e., those existing prior to extension to the disputed territory, were sufficient to serve the needs of Leesburg’s existing service area. The existing facilities were not sufficient to serve the disputed territory without substantial extension. 2. The extent to which additional facilities are needed. Both PGS and Leesburg have sufficient interconnections with transmission pipelines. Prior to commencement of construction at Bigham, the area consisted of undeveloped rural land. As discussed herein, the “starting point” for determining the necessity of facilities is the disputed territory property before the installation of site-specific interior distribution and service lines. To find otherwise would reward a “race to serve.” PGS demonstrated that it is capable of serving the disputed territory with no additional facilities needed. Its distribution mains are located directly adjacent to the disputed territory from the Fenney development from the west, and are contiguous to each of the Bigham developments from CR 468. The PGS CR 468 line was not constructed in specific anticipation of serving Bigham, and its cost is not fairly included in PGS’s cost to provide natural gas service to the disputed area presently and in the future. PGS’s existing distribution mains are capable of providing service to Bigham literally within feet of a point of connection. PGS’s cost to reach the disputed territory from its existing facilities in Fenney was estimated at $500 to $1,000. The cost of connecting the interior Bigham service lines to PGS’s CR 468 line is, at most, $10,000. PGS’s total cost of extending gas distribution lines to serve Bigham is, at most, $11,000. The evidence demonstrated that Leesburg required substantial additional facilities to serve the disputed territory. In order to meet the needs for reliable service to Bigham established in the Agreement, Leesburg constructed a new high-pressure distribution line from the existing CR 470 line north along CR 501 to Bigham for a distance of 2.5 miles at a cost of $651,475. The CR 501 line was constructed in specific anticipation of serving Bigham and is fairly included in Leesburg’s cost to provide natural gas service to the disputed area presently and in the future. In order to meet the needs for reliable service to Bigham established in the Agreement, Leesburg constructed a new high-pressure distribution line along SR 44 and CR 468 to Bigham for a distance of 3.5 miles at a cost of $560,732. The CR 468 segment of Leesburg’s line is adjacent and parallel to PGS’s existing CR 468 pipeline. Leesburg plans to connect the CR 468 line with the CR 501 line by way of a regulator station to create a system loop. Although Leesburg’s CR 468 pipeline is, ostensibly, not the primary distribution line for Bigham, it is directly related to the CR 501 line, and provides desired redundancy and reliability for Bigham, as well as infrastructure for the further expansion of Leesburg’s gas system to The Villages. Thus, the cost of extending Leesburg’s CR 468 line is fairly included in Leesburg’s cost as an “additional facility” to provide “reliable natural gas service,” to the disputed area presently and in the future. Leesburg’s total cost of extending gas distribution lines designed as primary distribution or redundant capability to serve Bigham is a minimum of $1,212,207. In addition to the foregoing, Leesburg, in its response to interrogatories, indicated that it “anticipates spending an amount not to exceed approximately $2.2 million dollars for gas lines located on county roads 501 and 468.” Furthermore, Leesburg stated that “[a]n oral agreement exists [between Leesburg and SSGC] that the amount to be paid by Leesburg for the construction of natural gas infrastructure on county roads 468 and 501 will not exceed $2.2 million dollars. This agreement was made . . . on February 12, 2018.” That is the date on which Leesburg adopted Resolution 10,156, which authorized the Mayor and City Clerk to execute the Agreement on Leesburg’s behalf. The context of those statements suggests that the total cost of constructing the gas infrastucture to serve Bigham could be as much as $2.2 million. PGS argues that Leesburg’s cost of connecting to the Sabal Trail transmission line should be included in the cost of serving the disputed territory. Leesburg began planning and discussions to connect to Sabal Trail as early as 2015, when the construction of Sabal Trail through the area became known. Leesburg entered into a contract for the Sabal Trail connection in February 2016. The Sabal Trail connection was intended to provide Leesburg with additional redundant capacity for its system independent of service to The Villages. The cost of constructing the Sabal Trail gate station is not fairly included in Leesburg’s cost to provide natural gas service to the disputed area presently and in the future. Rule 25-7.0472(2)(b) Rule 25-7.0472(2)(b) includes the following issues for consideration in resolving a territorial dispute regarding gas utilities: The nature of the disputed area and the type of utilities seeking to serve it. The area in dispute was, prior to the commencement of construction, essentially rural, with rapidly encroaching residential/commercial development. Although the area was generally rural at the time PGS installed its CR 468/US 301 distribution line, there was a well-founded expectation that development was imminent, if not by The Villages, then by another residential developer. The disputed territory is being developed as a master-planned residential community with associated commercial development. The Bigham developments are currently proximate to the Fenney development. Other non-rural land uses in the area include the Coleman Federal Prison and the American Cement plant. As indicated, Leesburg is a municipal gas utility, and PGS is a public gas utility. The utilities seeking to serve the disputed territory are both capable, established providers with experience serving mixed residential and commercial areas. There is nothing with regard to this factor that would tip the balance in either direction. 2. The degree of urbanization of the area and its proximity to other urban areas. As it currently stands, the disputed territory is bounded to its south and east by generally undeveloped rural property, to its south by rural property along with the Coleman Prison and American Cement plant, to its west by the Fenney development and additional undeveloped rural property, and to its north by low-density residential development. The disputed territory is characterized by residential areas of varying density, interspersed with commercial support areas. The nearest of the “town centers,” which are a prominent feature of The Villages development, is Brownwood Paddock Square, which is located north of SR 44, and a few miles north of Fenney and Bigham. The town center is not in the disputed territory. The terms “urban” and “rural” are not defined in Florida Administrative Code chapter 25-7, or in chapter 366. Thus, application of the common use of the term is appropriate. “Urban” is defined as “of, relating to, characteristic of, or constituting a city.” Merriam-Webster, https://www.merriam- webster.com/dictionary/urban. “Rural” is defined as “of or relating to the country, country people or life, or agriculture.” Merriam-Webster, https://www.merriam- webster.com/dictionary/rural. The disputed territory was rural prior to the development of Bigham. The area is becoming more loosely urbanized as The Villages has moved into the area and is expected to experience further urban growth to the south and east. Fenney and Bigham are, aside from their proximity to one another, not currently proximate to other urban areas. There is nothing with regard to this factor that would tip the balance in either direction. 3. The present and reasonably foreseeable future requirements of the area for other utility services. Since the disputed territory is a completely planned development, there are requirements for basic utilities. Leesburg provides other utility services to the greater Leesburg MSA and the Villages Fruitland Park development, including electric, water, and sewer service, and has, or is planning to provide such services to other developments for The Villages in the area. Leesburg’s ability to provide other utility services to The Villages in addition to gas service is a factor in Leesburg’s favor. Rule 25-7.0472(2)(c) Rule 25-7.0472(2)(c) establishes that the cost of each utility to provide natural gas service to the disputed area presently and in the future is an issue for consideration in resolving a territorial dispute regarding gas utilities. Various costs are broken out in subparagraphs 1. through 9. of the rule, and will be addressed individually. However, it is clear, as set forth in the facts related to rule 25-7.0472(2)(a) above, that the cost of extending service into Bigham was substantially greater for Leesburg than for PGS. The individually identified costs include the following: Cost of obtaining rights-of-way and permits. There was no evidence to suggest that the cost of obtaining rights-of-way and permits for the construction of the gas infrastructure described herein varied between Leesburg and PGS. There is nothing with regard to this factor that would tip the balance in either direction. 2. Cost of capital. The parties stipulated that the issue of cost of capital is not applicable to this dispute. 3. Amortization and depreciation. The parties stipulated that the issues of amortization and depreciation are not applicable to this dispute. 4. through 6. Cost-per-home. The cost-per-home for extending service to homes in Bigham includes the costs identified in rule 25-7.0472(2)(c)4. (labor; rate per hour and estimated time to perform each task), rule 25-7.0472(2)(c)5. (mains and pipe; the cost per foot and the number of feet required to complete the job), and rule 25- 7.0472(2)(c)6. (cost of meters, gauges, house regulators, valves, cocks, fittings, etc., needed to complete the job). The cost-per-home for Leesburg and SSGC is $1,800 (see ruling on Motion to Strike). In addition, Leesburg will be installing automated meters at a cost of $72.80 per home. The preponderance of the evidence indicates that the PGS cost-per-home is $1,579, which was the cost-per-home of extending service in the comparable Fenney development. The cost-per-home is a factor -- though slight -- in PGS’s favor. 7. Cost of field compressor station structures and measuring and regulating station structures. None of the parties specifically identified or discussed the cost of field compressor station structures and measuring and regulating station structures in the Joint Pre- hearing Stipulation or their PROs. Thus, there is little to suggest that the parties perceived rule 25-7.0472(2)(c)7. to be a significant factor in the territorial dispute. As a result, there is nothing with regard to this factor that would tip the balance in either direction. 8. Cost of gas contracts for system supply. None of the parties specifically identified or discussed the cost of the respective gas contracts for system supply in the Joint Pre-hearing Stipulation or their PROs. Thus, there is little to suggest that the parties perceived rule 25-7.0472(2)(c)8. to be a significant factor in the territorial dispute. As a result, there is nothing with regard to this factor that would tip the balance in either direction. 9. Other costs that may be relevant to the circumstances of a particular case. There was considerable evidence and testimony as to the revenues that would flow to SSGC under the 30-year term of the Agreement. SSGC's revenues under the Agreement are not relevant as they are not identified as such in rule 25-7.0472, and are not directly related to the rates, which will likely not exceed PGS’s regulated rate. Rule 25-7.0472(2)(d) Rule 25-7.0472(2)(d) includes that the Commission may consider “other costs that may be relevant to the circumstances of a particular case.” This factor is facially identical to that in rule 25-7.0472(2)(c)9., but is, nonetheless, placed in its own rule section and must therefore include costs distinct from those to provide natural gas service to the disputed area presently and in the future. Cost of service to end-user customers. Due to the nature of the Agreement, Leesburg will charge a “Villages Rate” that will be equal to the fully regulated PGS rate.4/ Thus, as a general rule, the cost of service to end-user customers will be the same for PGS and Leesburg. There is nothing with regard to this factor that would tip the balance in either direction. 2. Uneconomic duplication of facilities. Neither section 366.04(3), nor rule 25-7.0472, pertaining to natural gas territorial disputes, expressly require consideration of “uneconomic duplication of facilities” as a factor in resolving territorial disputes. The Commission does consider whether a natural gas territorial agreement “will eliminate existing or potential uneconomic duplication of facilities” as provided in rule 25-7.0471. A review of Commission Orders indicates that many natural gas territorial dispute cases involve a discussion of uneconomic duplication of facilities because disputes are frequently resolved by negotiation and entry of a territorial agreement. In approving the resultant agreement, the Commission routinely considers that the disposition of the dispute by agreement avoids uneconomic duplication of facilities. See In re: Petition to Resolve Territorial Dispute with Clearwater Gas System, a Division of the City of Clearwater, by Peoples Gas System, Inc., 1995 Fla. PUC LEXIS 742, PSC Docket No. 94-0660-GU; Order No. PSC-95-0620- AS-GU (Fla. PSC May 22, 1995)(“[W]e believe that the territorial agreement is in the public interest, and its adoption will further our longstanding policy of avoiding unnecessary and uneconomic duplication of facilities. We approve the agreement and dismiss the territorial dispute.); In re: Petition by Tampa Electric Company d/b/a Peoples Gas System and Florida Division of Chesapeake Utilities Corporation for Approval of Territorial Boundary Agreement in Hillsborough, Polk, and Osceola Counties, 1999 Fla. PUC LEXIS 2051, Docket No. 990921-GU; Order No. PSC-99-2228-PAA-GU181 (Fla. PSC Nov. 10, 1999)(“Over the years, CUC and PGS have engaged in territorial disputes. As each utility expands its system, the distribution facilities become closer and closer, leading to disputes over which is entitled to the unserved areas. The purpose of this Agreement is to set forth new territorial boundaries to reduce or avoid the potential for future disputes between CUC and PGS, and to prevent the potential duplication of facilities.”); In re: Joint Petition for Approval of Territorial Agreement in DeSoto County by Florida Division of Chesapeake Utilities Corporation and Sebring Gas System, Inc., 2017 Fla. PUC LEXIS 163, Docket No. 170036-GU; Order No. PSC-17-0205-PAA-GU (Fla. PSC May 23, 2017)(“The joint petitioners stated that without the proposed agreement, the joint petitioners’ extension plans would likely result in the uneconomic duplication of facilities and, potentially, a territorial dispute . . . . [W]e find that the proposed agreement is in the public interest, that it eliminates any potential uneconomic duplication of facilities and will not cause a decrease in the reliability of gas service.”). There are Commission Orders that suggest the issue of uneconomic duplication of facilities is an appropriate field of inquiry in a territorial dispute even when it does not result in a territorial agreement. See In re: Petition to Resolve Territorial Dispute with South Florida Natural Gas Company and Atlantic Gas Corporation by West Florida Natural Gas Company, 1994 Fla. PUC LEXIS 1332, Docket No. 940329-GU; Order No. PSC-94-1310-S-GU (Fla. PSC Oct. 24, 1994)(“On March 31, 1994, West Florida filed a Petition to Resolve a Territorial Dispute with South Florida and Atlantic Gas On August 26, 1994, West Florida, South Florida, and Atlantic Gas filed a Joint Petition for Approval of Stipulation, which proposed to resolve the territorial dispute by West Florida's purchase of the Atlantic Gas facilities . . . . We believe that approval of the joint stipulation is in the public interest because its adoption will avoid unnecessary and uneconomic duplication of facilities.”). The evidence in this case firmly establishes that Leesburg’s extension of facilities to the Bigham developments, both through the CR 501 line and the CR 468 line, constituted an uneconomic duplication of PGS’s existing gas facilities. As set forth in the Findings of Fact, PGS’s existing gas line along CR 468 is capable of providing safe and reliable gas service to the Bigham developments at a cost that is negligible. To the contrary, Leesburg extended a total of roughly six miles of high-pressure distribution mains to serve the Bigham developments at a cost of at least $1,212,207, with persuasive evidence to suggest that the cost will total closer to $2,200,000. This difference in cost, even at its lower end, is far from de minimis, and constitutes a significant and entirely duplicative cost for service. Leesburg argues that if uneconomic duplication of facilities is a relevant factor, “the evidence of record demonstrates that the City will suffer significant financial impact if it is not permitted to continue to serve the Bigham Developments.” The fact that Leesburg, with advance knowledge and planning, was able to successfully race to serve Bigham, incurring its “financial impact” after the territorial dispute was filed, does not demonstrate either that PGS meets the standards to prevail in this proceeding, or that PGS should be prevented from serving development directly adjacent to its existing facilities in the disputed territory. Rule 25-7.0472(2)(e) Rule 25-7.0472(2)(e) establishes that customer preference is the “tie-breaker” if all other factors are substantially equal. The Villages is the “customer” for purposes of the selection of the provider of natural gas service to Bigham. There is no dispute that The Villages, as the proxy for the individual end-user customers, has expressed its preference to be served by Leesburg. The direct financial benefit to The Villages, and Leesburg’s willingness to enter into a revenue sharing plan -- a plan that, if proposed by PGS, would likely not be allowed by the Commission in its rate- setting capacity -- no doubt plays a role in that decision. Gas service to end-user customers living in in Bigham will be a revenue-generating venture for The Villages if served by Leesburg, and will not if served by PGS. Leesburg and SSGC have suggested that customer preference should occupy a more prominent role in the dispute since gas service, unlike electric, water, and sewer services, is an optional utility service. SSGC argued that since The Villages expressed that it would forego providing gas service to its developments if PGS is determined to be entitled to serve -- a position oddly presaged by Mr. Geoffroy in his September 27, 2017, email with Leesburg (see paragraph 35) -- and “in consideration of the business practices, size, track record of success, and economic import of The Villages,” the preference of The Villages for service from Leesburg should “be a significant factor in the resolution of this dispute.” Neither of those reasons can serve to elevate customer preference from its tie-breaker status as established by rule.
Conclusions For Petitioner: Andrew M. Brown, Esquire Ansley Watson, Esquire Macfarlane Ferguson & McMullen Suite 2000 201 North Franklin Street Tampa, Florida 33602 Frank C. Kruppenbacher, Esquire Frank Kruppenbacher, P.A. 9064 Great Heron Circle Orlando, Florida 32836 For Respondent South Sumter Gas Company: John L. Wharton, Esquire Dean Mead & Dunbar 215 South Monroe Street, Suite 815 Tallahassee, Florida 32301 Floyd Self, Esquire Berger Singerman, LLP Suite 301 313 North Monroe Street Tallahassee, Florida 32301 For Respondent City of Leesburg: Jon C. Moyle, Esquire Karen Ann Putnal, Esquire Moyle Law Firm, P.A. 118 North Gadsden Street Tallahassee, Florida 32301
The Issue Whether Respondent committed the violations alleged in the Administrative Complaint issued against him and, if so, what disciplinary action should be taken against him.
Findings Of Fact Based on the evidence adduced at hearing, and the record as a whole, the following findings of fact are made: Respondent is now, and has been at all times material to the instant matter, registered as a septic tank contractor with the Department. In July 2002, Respondent entered into a contract with Pro Gold Investments Corp. (Pro Gold), whose president and sole owner is Emerico Kemeny Fuller. The contract provided that Respondent would install a "new septic system" for Pro Gold at 453 Blue Road in Coral Gables, Florida (Blue Road Property) for $4,600.00, a job that should have taken only a "few days" to complete. Pro Gold gave Respondent a "job deposit" of $2,300.00. In July 2003, Pro Gold, by Warranty Deed, conveyed title to the Blue Road Property to Maurits de Blank's company, Mortgage Lending Company LLC (MLC), and it also executed a Bill of Sale, Absolute and Assignments of Contracts, which read as follows: PRO GOLD INVESTMENTS CORP, as Seller, in consideration of Ten Dollars ($10.00) and other valuable consideration paid to it by MORTGAGE LENDING COMPANY, LLC, as Buyer, the receipt of which is acknowledged hereby sells, assigns, grants, transfers, and conveys to Buyer all of Seller's right, title, and interest in the following described goods, contracts and personal property: SEE ATTACHED EXHIBIT "A- PROPERTY" AND EXHIBIT "B- CONTRACTS ASSIGNED" Seller covenants and agrees that it is the lawful owner of goods, contracts, rights or interests transferred hereby; that they are free from all encumbrances, except for outstanding amounts due, if any, to those parties set forth on Exhibit "B," and that it has the right to sell, transfer and assign the goods, properties and rights set forth in the attached Exhibit "A," and the right to transfer and assign the contracts, rights or interests shown on Exhibit "B," and will warrant and defend same against the lawful claims and demands or all persons. The "attached Exhibit 'A- Property'" read, in pertinent part, as follows: (Regarding transfer of 453 Blue Road, Coral Gables, Florida, "the Real Property") (Mortgage currently in favor of Mortgage Lending Company, LLC "the Mortgage") All property rights of any kind whatsoever, whether in property that is real, fixed, personal, mixed or otherwise and whether in property that is tangible or intangible, including, without limitation, all property rights in all property of any kind whatsoever that is owned or hereafter acquired by the Company and that is associated with, appurtenant to or used in the operation of the Real Property or is located on, at or upon the Real Property and is associated with or used in connection with or in operation of any business activity conducted on, at or upon the Real Property, and including, without limitation, the following: * * * All right, title, and interest in those certain contracts and agreements [set] forth in the attached Exhibit "B," which are hereby transferred and assigned to Mortgage Lending Company LLC. Among the "contracts and agreements [set] forth in the attached Exhibit 'B,'" was the aforementioned July 2002, contract wherein Respondent agreed to install a "new septic system" for Pro Gold on the Blue Road Property (Septic System Contract). This contract was still executory. Respondent had not done any work on the site in the year that had passed since the contract had been signed. In the beginning of August 2003, Mr. de Blank met with Respondent and advised him that MLC was the new owner of the Blue Road Property and that MLC had also received an assignment of the Septic System Contract from Pro Gold. In response to this advisement, Respondent stated "he did not do assignments." Following this meeting, Mr. de Blank sent Respondent documentation supporting the assertions he had made regarding MLC's ownership of the Blue Road Property and its having been assigned the Septic System Contract. Mr. de Blank then attempted, unsuccessfully, to make contact with Respondent by telephone. He "left messages," but his telephone calls were not returned. These efforts to telephonically communicate with Respondent having failed, Mr. de Blank "decided that it may make some sense to start a letter writing program." As part of that "program," on September 8, 2003, Mr. de Blank sent Respondent the following letter: Re: 453 Blue Road, Coral Gables As background, and in chronological order: Pro Gold Investments purchased the above cited property and obtained a construction loan from our firm. One of the conditions was that all construction contracts would be assignable to our firm in the event of default. Pro Gold Investments entered into contract with your firm to install a new septic tank and drainfield at 453 Blue Road. Pro Gold Investments defaults and forfeits title in lieu of foreclosure. The deed was recorded on August 4, 2003, at Bk/Pg: 21484/4283. Not recorded but attached for your reference is an assignment of contracts to include the contract Pro Gold Investments entered into with your firm. See further attachment. The original can be inspected in my office. At this point, I request you proceed with the work as soon as practical and under identical conditions as originally agreed with Pro Gold Investments. Please call me at . . . to confirm a start date. Mr. de Blank did not receive any response to his letter. He finally was able, however, to reach Respondent on the telephone. During this telephone conversation, Mr. de Blank made arrangements to meet Respondent at the Blue Road Property to discuss Respondent's doing the work Respondent had agreed to do in the Septic System Contract. This meeting between Mr. de Blank and Respondent took place on September 11, 2003. During the meeting, Mr. de Blank went over with Respondent "what the job [was] going to be." Although Respondent indicated that he was "going to put in th[e] septic tank" per the Septic System Contract, Mr. de Blank had his doubts that Respondent would be true to his word. Following the meeting, Mr. de Blank sent Respondent the following letter: Re: 453 Blue Road, Coral Gables We met today to discuss the above referenced job. My understanding is: You will start the job no later than the first week of October and will complete the job no later th[a]n the last week of October. I will obtain a copy of the approved permit. You indicated you will not need a survey.[1] Should you change you[r] mind, you can always refer to a survey I keep on site. You will have your insurance agent mail to my address a certificate of insurance. Though not discussed: I would like a partial release of payments made to date for the job. See further the attachment. Assuming you concur, then please send a signed and notarized copy to Maurits de Blank, Mortgage Lending Company, Post Office Box 430336, Miami, Florida 33143. Note that I prefer for various legal reasons that you use the release form as provided. Once the job has been started, I would like a list of firms supplying materials to the job. Notwithstanding that he had promised Mr. de Blank that he would "start the job no later than the first week of October," by the middle of October Respondent had yet to even "pull a septic tank construction permit from the City of Coral Gables" (that was needed before any on-site work could begin).2 In an attempt to find out from Respondent what was the cause of the delay, Mr. de Blank started a "calling campaign," but Respondent neither answered the telephone when Mr. de Blank called nor returned Mr. de Blank's calls. On October 19, 2003, Mr. de Blank sent the following letter to Respondent (by certified United States Mail, return receipt requested): Re: 453 Blue Road, Coral Gables I need a firm commitment when you will start and finish septic tank at above address. If you cannot perform the work, then I will need a refund of the deposit given to your firm. Please call to discuss. The end of the month was fast approaching, and Respondent had neither contacted Mr. de Blank nor begun the Septic System Contract on-site work. After paying a visit to Coral Gables City Hall and learning that Respondent had still not even "pull[ed] a septic tank construction permit from the City of Coral Gables," Mr. De Blank found another septic tank contractor, Westland Septic Tank Corp., to do the installation work for MLC that Respondent was contractually obligated to perform. MLC paid Westland $4,400.00 to do the work. Westland completed the job some time prior to November 4, 2003. The work passed all of the necessary inspections. Upon learning that MLC had contracted with Westland, Respondent sent Mr. de Blank a letter complaining that Mr. de Blank had not given Respondent an adequate opportunity to meet his obligations under the Septic System Contract. In the letter, Respondent offered to return only $500.00 of the $2,300 down payment he had received from Pro Gold. Mr. de Blank subsequently informed Respondent that this was not satisfactory and that he wanted the "full deposit back." He added that if he did not get it, he would "go to court." Not having received any portion of the "deposit back," Mr. de Blank, acting on behalf of MLC, in mid-November 2003, filed suit against Respondent in Miami-Dade County Court. On May 14, 2004, a Final Judgment was entered in Miami-Dade County Court Case No. 0313813 in favor of MLC and against Respondent "in the amount of $1,675.00 plus court costs in the amount of $121.00." As of the date of the final hearing in this case, Respondent had not made any payments to MLC. In view of the foregoing, it is found that Respondent abandoned for 30 consecutive days, without any apparent good cause, a project in which he was under contractual obligation to complete; and his failure to go forward with the project, combined with his failure to return any of the deposit he had received, caused monetary harm to a party to whom he was contractually obligated.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby: RECOMMENDED that the Department issue a final order finding Respondent guilty of the misconduct alleged in the Administrative Complaint and disciplining him therefor by fining him $500.00 and suspending his registration for 90 days. DONE AND ENTERED this 4th day of February, 2005, in Tallahassee, Leon County, Florida. S STUART M. LERNER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 4th day of February, 2005.
Findings Of Fact At all times relevant hereto, ADI and Youngquist Brothers were licensed well drilling contractors and qualified to bid on Bid Request No. 9237 issued by Southwest Florida Water Management District ("SWFWMD" or "District"), Respondent. On July 23, 1992 the District mailed packets for bid requests to ADI, Youngquist Brothers, Inc., and others. On August 12, 1992 a mandatory pre-bid meeting for Bid Request No. 9237 was conducted at the District office. Representatives of ADI and Youngquist attended the pre-bid meeting. Responses to Bid Request No. 9237 were opened by the District on August 26, 1992. ADI's bid was for $159.50 per hour, and Youngquist's bid was for $200.00 per hour. Greg McQuown, District Manager of the Geohydrologic Data Section prepared the technical portions of this bid request and, following the bid opening, visited the facilities of both ADI and Youngquist as provided in Section 2.1.1.19 of the bid specifications to observe the equipment they proposed to use. Request for Bid No. 9237 requested bidders to submit an hourly rate for furnishing an experienced crew, the drilling rig and all equipment, materials, fuel and services necessary for the proper operation and maintenance of the drilling rig to be used in drilling numerous monitoring wells as directed by the District. Although the bid is for one year, it is renewable for two additional years. Drilling contracts on an hourly basis are not frequently used in water well drilling contracts, but for this project, this type contract appeared preferable to the District due to the wide variations in well depths and drilling conditions. Speed of drilling is a very significant element in an hourly rate drilling contract. Section 1.17 of the general conditions of Request for Bid No. 9237 provides in pertinent part: If bids are based on equivalent products, indicate on the bid form the manufacturer name and number. * * * The bidder shall explain in detail the reason(s) hoe (sic) the proposed equivalent will meet the specifications and not be considered an exception thereto. Bids which do not comply with these requirements are subject to rejection. Bids lacking any written indication of intent to quote an alternate brand will be received and considered in complete compliance with the specifications as listed on the bid form. Section 1.11 of the general specifications provides: 1.11 BID DATA. Bidders shall furnish complete and detailed Bid Data as specified on the Request for Bid Form. Bids furnished without data, or incomplete submissions may be rejected at the discretion of the District. Exceptions to the requirements, if any, shall be noted in complete detail. Failure by the bidder to detail each exception to a bid specification or a requirement results in the bidder being required to meet each specification or requirement exactly as stated. Section 2.2.2.3 under Contractor Equipment and Services (exhibit 2) lists the following equipment: API 3 1/2 inch drill pipe, no hard banding, square shoulders acceptable, 1,400 feet. API 4 3/4 inch steel drill collars 10,000 lbs. (approximately 200 feet). API 7 to 7 1/2 inch steel drill collars, 13, 500 lbs. (approximately 100 feet) are acceptable equivalent. Rig equipped with hydraulic torque equipment for drill collars and drill pipe. The drilling contemplated by this Bid Request is reverse air drilling in which an air hose is inserted inside the drill pipe and air from this hose facilitates a removal of the material through which the drill bit penetrates. ADI's Bid Proposal (exhibit 4) under Equipment List provides in pertinent part: Drill stem 4 1/2" flush joint 2 1/8 ID Collars 2 @ 3 1/2" X 20' 1 @ 6" X 20' -2 @ 7 3/4" X 30' * * * Above listed tools available, we will make available any other specified tools. The inside diameter (ID) of API 3 1/2 inch drill pipe is 2 11/16 inches. This size pipe will allow use of a 3/4 inch air hose and still provide adequate area for the drilled material to be excavated from the hole being drilled. Further, this Bid Request proposed the use of 6 inch PVC casing to be provided by the District. Thus, the drill pipe and drilling equipment needed to pass through this size casing. The function of the drill collar is to provide weight on the drill bit to insure a straight hole as well as increase the speed of drilling. All else being equal (especially speed of rotation of drill bit) the greater the weight the faster the drilling. Standard API 3 1/2 inch drill pipe has an outside diameter of 4 3/4 inches and is the largest standard drill pipe that can be used in the 6 inch casing here proposed. Not only does the 4 1/2 inch drill pipe proposed for use by ADI have a smaller ID than API 3 1/2 inch drill pipe specified, but also this is not a constant ID but constricts to this 2 1/8 inch ID where pipe sections are connected. This constriction can increase the turbulence in the pipe and slow the removal of the drilled material. The cross section area of a 2 1/8 inch ID pipe is 5/8 the area of a 2 11/16 inch ID pipe. Accordingly, drilling with the API 3 1/2 inch pipe can be much faster than with a drill pipe with a 2 1/8 inch ID due solely to the greater volume flowing through the 3 1/2 inch pipe. The 4 1/2 inch drill collars listed in ADI's bid proposal weighed in at 1100 pounds in lieu of the 4 3/4 drill collars and 10,000 pounds specified in Request for Bid. ADI contends that by adding the words "above listed tools available, we will make available any other specified tools" they clearly intended to provide all equipment demanded by the District. This is the type language which leads to contract disputes. All of Petitioner's witnesses testified that they intended to commence the work, if awarded the contract, with the equipment listed on their bid proposal. On an hourly drilling contract this equipment is inadequate. All of these witnesses also testified they would use the equipment listed in the Request for Bid specifications if required to do so by the District. Neither Dave Robinson, Petitioner's superintendent who prepared its bid and attended the pre-bid conference, nor Jerry C. Howell, President of Petitioner who modified and approved the bids submitted, had ever used API 3 1/2 inch drill pipe and were not familiar with the dimensions of that item. Yet they did not check to ascertain how the inside diameter of that drill pipe compared with the inside diameter of the 4 1/2 drill stem flush joint they had on hand. Petitioner further contended that the cost of the API 3 1/2 inch drill pipe was insignificant in determining the bid price submitted, and therefore, this discrepancy was immaterial and should not lead to rejection of the bid. Petitioner's bid failed to comply with General Conditions 1.17 in that it failed to explain in detail the reasons the 4 1/2 inch drill stem proposed for use meets the specifications which required a drill pipe with a substantially larger minimum interior cross section area. Petitioner's challenge to Youngquist's bid proposal as being non- responsive for not listing the API 3 1/2 inch pipe is without merit. Youngquist's bid complied with the provision of Section 1.11 of the General Specifications and McQuown's visit to Youngquist's facility confirmed that Youngquist had on hand all of the equipment specified in the Request for Bid Proposal. Petitioner was represented at the compulsory pre-bid conference by David Robinson, ADI's superintendent, who prepared ADI's bid package. Robinson testified that at the pre-bid conference he asked Mr. McQuown what was the inside diameter of the API 3 1/2 inch drill pipe and McQuown responded 1 7/8 inches. Several other witnesses, including McQuown, testified that no questions were asked at the pre-bid conference about the API 3 1/2 inch pipe and all of these witnesses were fully aware that the pipe has an ID greater than 2 1/2 inches. McQuown's testimony that Robinson asked only about the inside diameter of the 4 3/4 inch drill collar shown in the bid specifications and he responded 1 7/8 inches to that question is deemed the more credible evidence. Robinson testified that he thought McQuown has misspoke when he said 1 7/8 inches but did not check available catalogues to determine the actual ID of this pipe to shed some light on the adequacy of the 4 1/2 inch drill pipe proposed in ADI's bid. The more credible testimony is that Robinson was not misinformed about the ID API 3 1/2 inch drill pipe at the pre-bid conference.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the formal bid protest filed by American Drilling, Inc. to challenge the award of Bid Request 9237 be dismissed and that the contract be awarded to Youngquist Brothers, Inc. DONE AND ENTERED this 15th day of February, 1993, in Tallahassee, Leon County, Florida. K. N. AYERS Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 15th day of February, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 92-6618BID Proposed findings listed by Petitioner are accepted except as noted below. Those neither noted below nor included in the Hearing Officer's findings were deemed unnecessary to the conclusions reached. 16. Rejected. Although there can be a slight variation in the internal diameter of API 3 1/2 inch drill pipe, there is no API 3 1/2 inch drill pipe with an inside diameter less than 2 1/2 inches. 18. Rejected as contrary to the credible evidence. Rejected. ADI fully intended to use the drill pipe and collars listed on its bid unless or until the District mandated a change to the equipment or tools specified. Both of Petitioner's principle witnesses believed the 4 1/2 inch drill stem listed could satisfactorily perform the required drilling. Rejected as contrary to the evidence. Accepted as a fact that after ADI learned it was low bidder inquiries were made to locate a source for the specified drill pipe and collars. At McQuown's visit to ADI, Jerry C. Howell assured him that ADI wanted to fully cooperate with the District in carrying out the contract when issued. Rejected that ADI's response was clear and complete as required by the specifications. Second sentence rejected as irrelevant and immaterial. Rejected as irrelevant. Diversified was not a party to these proceedings. Rejected. Youngquist's bid complied with the bid specifications. By not responding to those items in the bid specification, Youngquist, pursuant to the General Bid Specifications, agreed to provide exactly the equipment specified by the District in the Request for Bid. 32. These omissions have never been deemed by the District to be grounds for rejecting bids. 33 -34. Rejected as immaterial. 36. Although McQuown testified that he did not pay a lot of attention to the general (boiler plate) conditions in the bid proposal, he recognized that the failure of a bidder to list equipment different than that contained in the bid proposal meant that the bidder intended to supply the equipment specified. See 36 above. Rejected as irrelevant. Last sentence rejected as immaterial. First sentence rejected. Rejected. First sentence rejected. 46 - 49. Rejected as immaterial. 51. Rejected insofar as Youngquist's bid is concerned. 53. Last sentence rejected. Rejected as improper and inaccurate interpretation of the contract provisions. Moreover, this is a question of law, not of fact. The bid specifications speak for themselves. Interpretation of these specifications is a legal not a factual matter. Last sentence rejected. Last sentence rejected. Rejected as fact, accepted as a conclusion of law. See 36 above. 63 Generally accepted. However, it is found that all parties recognize that it was not necessary for bidders to have on hand all equipment requested in the bid specification, and that ADI representatives indicated that they would like to start work with the equipment on hand and would do so unless otherwise directed. Proposed joint findings submitted by Respondent and Intervenor are accepted. Those not included in the Hearing Officer's findings were deemed unnecessary to the conclusions reached. COPIES FURNISHED: Douglas Manson, Esquire Mary Catherine Lamoureaux, Esquire Post Office Box 499 Tampa, Florida 33601-0499 Richard Tschantz, Esquire A. Wayne Alfieri, Esquire 2379 Broad Street Brooksville, Florida 34609-6899 Mark R. Komray, Esquire Thomas Smoot, Esquire Suite 600 12800 University Drive Fort Myers, Florida 33906-6259 Peter G. Hubbell, Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
Findings Of Fact On August 6, 1981, an inspector employed by the Petitioner Department of Agriculture and Consumer Services took gasoline samples from "super lead free" and "lead free" pumps Identified as "Ben 2096" and "Ben 1693", respectively, at Barnett's Texaco Station, in Fort Meade, Florida. The samples were tested for suspicious substances and it was found that the "super lead free" had an octane level of 87.8. The sample from the "lead free" pump contained an octane level of 91.5. Based upon this information, the chemist noted that the "super lead free" and "lead free" gasolines were probably placed in the wrong pumps at the station. The "super lead free" sample was legal as "lead free" and the "lead free" sample had an octane which would qualify it as "super lead free." As a result of the test results, a stop-sale notice was issued by the Department against the "super lead free" pump. Since approximately 350 gallons of "lead free" regular was sold as "super unleaded", an assessment was made by the Department equal to retail value of the product sold to retail customers. Upon investigation, it was determined that the "super lead free" and "lead free" gasolines were not placed in the wrong pumps but rather an employee of Barnett's Texaco inadvertently placed the wrong panel indicator on the two adjacent pumps during a price change. The problem was quickly resolved and special precautionary procedures have been instituted to prevent this error from happening in the future. These procedures include a double check by different personnel each time a price change requires removal of panels. Additionally, Smith Brothers Oil Co., Inc., will double check the dealer to insure this procedure is followed. The facts set forth above are not in dispute. The only dispute between the parties 15 whether under the facts of this case the Respondent Smith Brothers Oil Co. Inc. will entitled to a return of all or part of its $490.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That the Department enter a Final Order returning $245 to the Respondent. DONE and ORDERED this 14th day of April, 1982, in Tallahassee, Florida. SHARYN L. SMITH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of April, 1982 COPIES FURNISHED: Robert A. Chastain, Esquire Doyle Conner, Commissioner General Counsel Department of Agriculture Department of Agriculture and Consumer Services and Consumer Services The Capitol Mayo Building, Room 513 Tallahassee, Florida 32301 Tallahassee, Florida 32301 Wallace W. Storey, Esquire 160 South Broadway Bartow, Florida 33830
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, as well as the stipulations of fact entered into by the parties prior to the hearing, the following relevant facts are found: Petitioner Manasota-88, Inc., is a nonprofit corporation organized for the protection of the environment and has members who are residents of Manatee County. This organization filed a timely petition for hearing on the subject November 19, 1980, and January 1981 permit revisions. The intervenor Manatee Energy Company is the owner and operator of a crude oil splitter located in Port Manatee, Manatee County, Florida. This facility is a potential source of air pollutants, received a construction permit in 1978, and is permitted to operate under Permit Number A041-26555 issued by the DER in March of 1980. The intervenor's application to obtain a construction permit indicated a total process input rate of 15,000 to 22,000 barrels per day of crude oil. The splitter was to be fueled by either liquid petroleum gas or fuel oil with a sulfur content of 0.7 percent weight or less. The type of crude oil to be processed was not specified. The application further specified that the maximum heat input rate would be 70 million BTU/hr, and that the normal operating time would be 350 days per year, seven days per week and 24 hours per day. DER's Permit Number A041-26555, which authorized the operation of the crude oil splitter, described the facility as follows: ". . .a Crude Oil Splitter (15,000 BPSD) to separate crude oil by distillation into jet fuel (JP4 and/or Jet A), diesel fuel, and Bunker C. This permit includes the furnaces, boiler, burnoff flare, and storage tanks under the supervision of Manatee Energy. Combustion devices to be fired with LPG or fuel oil with a sulfur content of 0.7 percent or less. Facility located at Port Manatee." This permit also included specific conditions limiting particulate and sulfur dioxide emissions in terms of an amount of emissions per unit of heat input into the furnace and boiler. Because the crude oil splitter operates as a closed system, the heat input to the combustion units--the furnace and boiler-- determines the level of emissions from those sources. During the application and original permit process, Manatee Energy Company did not know the precise quality or grade of crude oil which would be utilized. In the early course of operations, it was discovered that considerably larger volumes of input (as much as 28,000 barrels per day), if processed at the normal design heat input rate, would not result in atmospheric emissions which violated the original permit conditions. For this reason, Manatee Energy Company, by letter dated October 22, 1980, and supplemented by letter dated October 29, 1980, sought a "clarification" in the conditions pertaining to its operating permit. In effect, Manatee Energy Company wanted to know if the original permit allowed a product input of greater than 15,000 barrels per day if other limitations on emissions from the furnace and boiler would not be violated. In support of its request for clarification, Manatee Energy Company submitted data regarding results from emission tests. The information submitted was not on a DER application form and did not include the certification of a professional engineer registered in the State of Florida, DER has subsequently received a letter dated November 22, 1982, from a Florida registered engineer certifying that the data submitted by Manatee Energy Company on October 22 and 29, 1980, was in conformity with sound engineering principles and offering the opinion that current permit conditions would not be violated by the facts submitted. DER responded to the October 22 and 29, 1980, letters from Manatee Energy Company by issuing a revised operating permit on November 10, 1980. This revised permit deleted the prior restriction on product input rate (15,000 barrels per day) contained in the project description and added a specific condition restricting the maximum heat input to the crude oil furnace to 55 million BTU per hour and to the boiler to 15 million BTU per hour. The permit revision issued by DER on November 10, 1980, did not allow a change in the physical premises of the plant, a change in the sulfur content of the fuel, or a change in the amount of heat input to the plant. Consequently, Manatee Energy Company did not request, and the revision did not allow, any additional atmospheric emissions, nor did it allow any increase in emissions which would exceed the limitations imposed in the original operating permit. An increase in the rate at which raw material is processed does not result in an increase in emissions. A cap on the amount of heat input also caps the amounts of emission. Stated differently, if the combustion of the fuel is being held constant by a limitation on the amount of allowable heat input, there will be no increase in emission regardless of the product input rate. The main effect of an increase in product input is on storage. The furnace and the boiler burn the same fuel. Further operating experience revealed that the boiler did not require 15 million BTU of heat input to perform its function, but only required 5 or 6 million BTU depending on the type of oil or other circumstances, such as wind. Manatee Energy Company therefore sought another clarification of the conditions of its operating permit as to the need to have separate allocations of heat input to the furnace and the boiler. In response to this request, DER, by letter dated January 19, 1981, changed the permit conditions by restricting the combined heat input to the furnace and boiler to 70 million BTU per hour, and removing the separate allocations of 55 million BTU/hr for the furnace and 15 million BTU/hr for the boiler. No changes were made to the emissions or the quality of fuel authorized under the original permit. This revision was not preceded by a permit application on a DER form certified by a professional engineer registered in the State of Florida. The level of emission from the furnace and boiler at the heat input capacity of 55 million BTU per hour and 15 million BTU per hour, respectively, would be the same as the level of emission from the furnace and boiler at the combined heat input capacity of 70 million BTU per hour. Therefore, the January 1981 permit revision did not allow emissions in excess of that allowed by the November 1980 permit revision. The 70 million BTU per hour heat input rate to the furnace and boiler specified in the two challenged revisions is the same as that indicated in the construction application submitted by Manatee Energy Company for the crude oil splitter. There being no increases in allowable heat input to the furnace and boiler, there is no increase in pollutant emissions from the two sources. By letter dated July 1, 1982, Manatee Energy Company requested that the storage tanks be deleted from Permit Number A041-26555 for the reason that it no longer contemplated using this previously leased tankage in connection with further refinery operations. By letter dated September 14, 1982, DER informed Manatee Energy Company that its permit was being changed by deleting reference to the storage tanks in the project description and by replacing a condition concerning the storage tanks with the following language: "6. The crude oil splitter cannot be operated unless the necessary storage tanks are in the possession and control of Manatee Energy Company, the tanks meet all Department regulations, and Manatee Energy Company obtains the required permit(s)." This permit revision or modification is not the subject of challenge in the instant proceeding. It is relevant only to illustrate that any issue as to an increase in hydrocarbon discharges resulting from increased production is now mooted, since the storage tanks were the only source of hydrocarbon and volatile organic compound emissions associated with the crude oil splitter.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the Intervenor's request for revisions to its Permit Number A041-26555 be GRANTED as proposed by the Department of Environmental Regulation on November 10, 1980, and January 19, 1981. Respectfully submitted and entered this 17th day of March, 1983, in Tallahassee, Leon County, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 17th day of March, 1983. COPIES FURNISHED: Thomas W. Reese 123 Eighth Street, North St. Petersburg, Florida 33701 Martha Harrell Hall Assistant General Counsel 2600 Blair Stone Road Tallahassee, Florida 32301 W. Guy McKenzie McKenzie & Panebianco Post Office Box 1200 Tallahassee, Florida 32302 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact Based upon the prehearing statement, the testimony of the witnesses, and the documentary evidence received at the hearing, the following findings of fact are made: The Petitioner is a Florida corporation in good standing, authorized to do business in this state. The Petitioner owns and controls the site which is the subject matter of these proceedings. Such site is located in Brevard County, Florida. The Department has identified the subject site as DER facility no. 05- 8500985 (the facility). At all times material to this case, the facility consisted of: three underground storage tanks (UST), one 3000 gallon UST used for storing diesel fuel, one 1000 gallon UST used for storing diesel fuel, and one 1000 gallon UST used for storing gasoline; five monitoring wells; and pipes and pumps related to the foregoing system. The facility constituted a storage tank system as defined in Section 376.301, Florida Statutes, and Rule 17-761.200(38), Florida Administrative Code. The Petitioner holds, and is named insured for, third party pollution liability insurance applicable to the facility. Such insurance was issued pursuant to Section 376.3072, Florida Statutes. The policy for the foregoing insurance, policy no. FPL7622040, was in force from March 22, 1991 through March 22, 1992. The Department issued a notice of eligibility for restoration insurance to Petitioner for the above-described facility. Based upon the foregoing, the Petitioner is a participating owner or operator as defined in Chapter 17-769, Florida Administrative Code. Pursuant to Section 376.3073, Florida Statutes, Brevard County operates a local program that has been approved by the Department. Such local program is managed by the Brevard County Office of Natural Resources Management (County). In July, 1990, a discharge of diesel fuel occurred at the Petitioner's facility. Petitioner's employees estimated that approximately twenty gallons of diesel fuel filled the pump box overflowed from the pump box across the seawall into the adjacent waters. Upon discovering the discharge, Petitioner shut down diesel fuel dispensing until repairs could be made to the apparent cause of the leak. Additionally, the diesel fuel remaining in the pump box and on top of the tank area was removed. Contaminated soil in the pump box was also removed. The apparent cause of the discharge described above was attributed to cracked pipe fittings which were repaired by Glover Oil Co. within a few days of the discharge. No detailed inspection was made to the system to determine if additional sources of discharge existed. Petitioner did not complete a discharge reporting form (DRF) for the above-described incident until April 18, 1991. The April DRF was completed after Petitioner was directed to do so by Ms. DiStasio, an inspector employed by the County. From August, 1990 until May, 1991, at least one monitoring well at the Petitioner's facility showed free product accumulating in the well pipe. The exact amounts of the free product found are unknown, but reports estimated the level at 100 centimeters. From August, 1990 until September, 1991, the Petitioner did not undertake any measure to explore the origin of the free product found in the monitoring well. Further, the Petitioner did not report the monitoring well testing results as a suspected or confirmed discharge. In April, 1991, an inspection of the Petitioner's facility was performed by Ms. DiStasio. That inspection resulted in a letter to the Petitioner that outlined several violations at the facility. Among those violations listed was the Petitioner's failure to report a suspected or confirmed discharge. At the time of the April, 1991 inspection, Petitioner had reported neither the July, 1990 discharge (a known discharge) nor the monitoring well test results (at the minimum a suspected discharge). In connection with the July, 1990 discharge, following the repairs made by Glover Oil, Petitioner did not have the system pressure tested. Only the area visible from the pump box was checked for leakage. In July, 1991, when Ms. DiStasio performed a re-inspection of the facility, she found Petitioner had not (in the interim period, April through July, 1991) taken any steps to test the system or to remove the fuels from the suspect tanks. Since the free product continued to appear in the monitoring well, a pressure test of the system would have definitively answered the discharge question. Alternatively, the removal of the fuels would have prevented further seepage until the system could be pressure tested. On August 6, 1991, the Petitioner issued a letter that advised the County that it had stopped dispensing fuel at the facility. The tanks were not drained, however, until on or about September 11, 1991. Further, the August, 1991, letter acknowledged that the Petitioner "had proposals for initial remedial cleanup related to diesel contamination in the tank field area." Obviously, the Petitioner must have contemplated a need for such cleanup. On September 11, 1991, at the Petitioner's request, Petroleum Equipment Contractors, Inc. attempted to pressure test the 3000 gallon diesel tank. The purpose of the pressure test was to determine if the diesel system had a leak. The company could not even run the test on the tank because of the defective system. A similar test on the Petitioner's gasoline tank passed without incident. Once the Petitioner learned the results of the test, it initiated Initial Remedial Action (IRA) as described on the IRA report filed by Universal Engineering Sciences. The IRA consisted of the removal of the excessively contaminated soil, approximately 74 cubic yards, and the removal of the USTs. The foregoing work was completed on or about September 15, 1991. On October 4, 1991, the Petitioner filed a discharge reporting form dated October 2, 1991, that identified September 11, 1991, as the date of discovery for the discharge. This discharge discovery was allegedly made incidental to the diesel tank pressure testing failure. No reference was made to the months of monitoring well reports showing a free product. On October 8, 1991, Ms. DiStasio prepared a Florida Petroleum Liability Insurance and Restoration Program Compliance Checklist that reported the Petitioner was not in compliance with applicable statutes and rules. When Petitioner applied for restoration coverage under the statute on January 31, 1992, such request was denied by the Department on March 6, 1992. The basis for the denial was as follows: Failure to notify the Department of a positive response to sampling within three working days of testing, pursuant to the rule in effect at the time of the initial response (17-61.050(1), Florida Administrative Code). An inspection by Brevard County on April 17, 1991, revealed that free product had been detected in one monitoring well since July 1990. The discharge reporting form was not submitted until October 2, 1991.
Recommendation Based on the foregoing, it is RECOMMENDED: That the Department of Environmental Regulation enter a final order denying Petitioner's claim for restoration coverage under the Florida Petroleum Liability Insurance and Restoration Program. DONE and ENTERED this 31st day of December, 1992, in Tallahassee, Leon County, Florida. JOYOUS D. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of December, 1992. APPENDIX TO CASE NO. 92-2121 RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE PETITIONER: Paragraphs 1, 2, 8, 12, 15, 16, 17, and 18 are accepted. Except as found above, paragraph 3 is rejected as not supported by the record cited. It is accepted that Brevard County acted as the local agent in this case. Paragraph 4 is rejected as not supported by the record. With regard to paragraph 5, substituting "A" for "The" and "confirmed" for "discovered" the paragraph can be accepted; otherwise rejected as contrary to the record. Similarly, with the substitution of the word "confirmation" for "discovery" in Paragraph 6, the paragraph can be accepted; otherwise rejected as contrary to the record. No suitable explanation was offered by the Petitioner for why, if a discharge were not reasonably suspected, it retained the company to immediately remove the USTs upon the failed pressure testing. Clearly, the Club had a notion the tanks were a discharge problem. Paragraph 7 is rejected as contrary to the weight of the evidence. While there was some confusion as to the exact volume of free product in the monitoring well, there was clear evidence that such was reported for many months prior to the confirmation in September, 1991. Further, the main confusion regarding the product found in the well was not as to its existence, but as to the individual's knowledge of the metric measurement of it. One hundred centimeters of product in a two or three inch pipe would not be a minute amount. Except as addressed in the foregoing findings, paragraph 9 is rejected as contrary to the weight of the evidence. Petitioner did not undertake all repairs necessary to abate a discharge problem. Paragraph 10 is rejected as not supported by the weight of credible evidence or irrelevant. Clearly, as early as August, 1990, Petitioner knew or should have known of a discharge problem based upon the monitoring well report; that all of the discharge did not necessarily flow from the fittings that had been repaired is irrelevant. Further, Petitioner did no testing to verify that the replaced fittings had solved the discharge problem (especially in light of the well reports). Paragraph 11 is rejected as an inaccurate restatement of the exhibit. Paragraph 13 is rejected as contrary to the weight of the evidence. Incidentally, the hearing in this case was in the year 1992. Paragraph 14 is rejected as contrary to the weight of credible evidence. RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE RESPONDENT: Paragraphs 1 through 11 are accepted. Paragraph 12 is rejected as a misstatement of the exhibit cited. Paragraphs 13 through 27 are accepted. COPIES FURNISHED: Brigette A. Ffolkes Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Scott E. Wilt MAGUIRE, VOORHIS & WELLS, P.A. 2 South Orange Plaza P.O. Box 633 Orlando, Florida 32802 Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issue is whether to approve an application by Respondent, Dan R. Hughes Company, L.P. (applicant or Hughes), for an oil well drilling permit authorizing the drilling of an exploratory oil well in Collier County, Florida.
Findings Of Fact The Parties Mosher resides on a three-acre lot at 4695 26th Avenue Southeast, Naples, Florida. His residence is around 2,500 feet west of the proposed wellsite, but Mosher says that the eastern edge of his lot "might be 2,000 feet" from the drilling site. He has not, however, measured the actual distance to confirm this assertion. Preserve is a Florida non-profit corporation whose purpose is to educate the public on issues affecting the preservation and protection of the environment, particularly the environment of south and southwest Florida. It was formed in response to Hughes' intention to drill for oil in the area. The corporation is not a membership organization; rather, it has around 25 non-member, active volunteers, six member directors, and an unknown number of donors. Excluding Mosher, the other member directors live between three and ten miles away from the proposed wellsite. The record does not show where the 25 volunteers reside. The corporate representative testified that four directors, including Mosher, regularly use the Florida Panther National Wildlife Refuge (Refuge) to observe wildlife and habitat. However, the public access point to the Refuge appears to be at least several miles from the wellsite. Based upon an email survey, he stated that a "substantial number [around 36] of donors and volunteers utilize the panther refuge," but he was unaware of when, or how often, this occurred. About every six weeks, meetings are conducted at Mosher's home, which are attended by some, but not all, of the directors and volunteers. Schwartz's primary residence is in Lake Worth (Palm Beach County) where he serves as the unpaid executive director of the South Florida Wildlands Association.3 He sometimes provides paid tours in the Everglades and Big Cypress Swamp and has led "numerous" free hikes into panther habitat to look for signs of panthers. These hikes are limited to the hiking trails in the southeast corner of the Refuge, which is the only area that can be accessed by the public. He represented himself as an advocate for the protection of wildlife habitat in the greater Everglades, with a particular interest in the Florida panther. Hughes is a Texas limited partnership engaged in the business of oil and gas exploration, which is registered to do business in the State of Florida. Hughes has applied for a permit to drill an exploratory well for oil in Collier County. If the well is commercially viable, Hughes must apply for an operating permit at a later time. The Department has jurisdiction to issue permits for the drilling and exploring for, or production of, oil under part I, chapter 377. Pursuant to that authority, the Department reviewed the oil and gas well drilling permit application. The Application and Project After the application was deemed complete by the Department, it was distributed for comment to a number of local, state, and federal agencies. While some commented on the application, no agency had any unresolved concerns at the end of the application process. Hughes met all rule requirements for performance bonds or securities, and it provided all information required by rule. The proposed site is located on the southeast corner of an active farm field in the Big Cypress Swamp watershed, just north of a speedway now used as a test track. Surface holes for oil wells are commonly located on farm land, and farm fields are compatible with oil wells. Based upon a mineral lease between Hughes and the owner of the land, Collier Land Holdings, Ltd., Hughes has the right to locate and drill the well at the proposed surface hole location. The Refuge was established by Congress in 1989 to protect the Florida panther and its habitat and is located approximately 20 miles east of Naples. Around 98 percent of the Refuge is closed to any public activity. The project is consistent with the comprehensive conservation plan for the Refuge prepared by the United States Fish and Wildlife Service (USFWS), in that the plan recommends "slant drilling" off of the Refuge. Although Mosher and Preserve argue that the drill hole should be moved further east into wetlands, and Schwartz contends that it should be moved further west away from the Refuge, the proposed location of the drilling pad and project site is reasonable with respect to the nature, appearance, and location of the proposed drilling site. Likewise, the location is reasonable with respect to the type, nature, and extent of Hughes' ownership. The proposed activity can best be characterized as a "resource play," where an operator drills toward a known resource. This is distinguished from a wildcat operation, where the operator is drilling in an unproven area. Hughes proposes to target the rubble zone (i.e., the lower zone) within the lower Sunniland formation, a geologic formation thousands of feet below the ground surface that runs through southwest Florida. Hughes will first drill a vertical pilot hole and then drill horizontally from the hole bottom in a southeast direction toward a formerly drilled oil well known as the Tribal Well. In order to increase the probability of locating commercially available petroleum, Hughes plans to proceed from west to east in order to arrive at a perpendicular direction of existing limestone fractures as the drilling approaches the Tribal Well. When that well was drilled vertically into the rubble zone in the 1970s, oil rose to the ground surface. Thus, the indicated presence of oil is sufficient to warrant and justify the exploration for oil at this location. The proposed depth of the pilot hole is 13,900 feet measured depth (MD/13,900 feet true vertical depth (TVD)), which will allow assessment of the upper Sunniland, lower Sunniland, and Pumpkin Bay Formations. If the evaluation determines that the well will likely be commercially productive, Hughes will complete a 4,100-foot horizontal leg in the lower Sunniland rubble zone with a landing depth at 12,500 feet MD/12,064 TVD and a total depth of 16,600 feet MD/12,064 feet TVD. The footprint for the drilling pad will be 225 feet by 295 feet, or 2.6 acres, with a two-foot earthen berm around the perimeter of the operating area to contain all water on the site. A secondary containment area within the perimeter of the site will be covered by high-density polyethylene to contain and collect any accidental spills. A drilling rig, generators, and other drilling equipment will be on the pad during drilling operations. A maximum of 20 persons will be at the site, and then only for one day of operations. At all other times, Hughes anticipates there will be a five-person drill crew plus support personnel on site. After drilling, Hughes will remove its equipment. Once the access road is built and the equipment put in place, the drilling activities will take place 24 hours per day, seven days per week, and will be completed in approximately 60 to 70 days. The on-site diesel generators will run simultaneously 24 hours per day while drilling is taking place. The pad will be illuminated at night with lights on the drilling derrick and throughout the pad. Construction of the drilling pad will require trucking around 12,000 to 14,000 cubic yards of fill to the drilling location. Additional traffic for bringing in fill, piping, and related equipment will occur, but the exact amount of traffic is unknown. The South Florida Water Management District (SFWMD) previously approved an environmental resource permit (ERP) to allow the construction and operation of a surface water management system on Camp Keais. The United States Army Corps of Engineers (USACE) also permitted the same system under the Clean Water Act. The latter permit requires mitigation for wetlands and Florida panther habitat compensation. Based on the proposed wellsite, the SFWMD modified the ERP to allow a culvert and access to the proposed wellsite. In addition to the oil drilling permit application, Hughes has applied for two water well drilling permits from the SFWMD, and an injection well drilling permit. Petitioners and Intervenor's Objections The challengers have raised a number of objections that they assert require denial of the application. Conflicting testimony was presented on these issues, which has been resolved in Respondents' favor as being the more credible and persuasive testimony. Mosher and Preserve Mosher and Preserve raise two broad objections. First, they contend that hydrogen sulfide gas (H2S) is likely to be encountered in the drilling of the proposed well. They further contend that the H2S contingency plan submitted by Hughes is not sufficient to evacuate the public in the event of an incident where H2S is uncontrollably released under pressure. Second, they contend that the Committee did not review the application under the process contemplated by section 377.42(2). Except for these two objections, they agree that no other issues remain. See TR., Vol. I, p. 33. Within the petroleum industry, drilling operators create H2S plans when there is reason to believe that the operator may encounter H2S while drilling. This practice is codified in Florida Administrative Code Rule 62C-27.001(7), which requires a contingency plan only when H2S is "likely" to be encountered while drilling. The plan must "meet generally accepted industry standards and practices," and it must contain measures "for notifying authorities and evacuating civilians in the event of an accident." Id. See also rule 62C-26.003(3), which requires a contingency plan "if appropriate." The plan is prepared for two main users: the personnel working at the drilling site; and local emergency management officials, who must plan and train for the implementation of emergency activities. The parties agree that the "generally accepted industry standards and practices" for the oil and natural gas industry are found in the operating standards and recommended practices adopted by The American Petroleum Institute (API), a trade association for the oil and natural gas industry. Recommended Practice 49 (API 49) is the generally accepted industry standard for oil and gas drilling operations likely to encounter H2S and was relied upon by all parties throughout the hearing. The standard includes guidance on personnel protection measures, personnel training, personnel protection equipment, and community contingency planning. API 49 recommends the use of a community warning and protection plan when atmospheric H2S exposures beyond the well site could exceed potentially harmful exposure levels and could affect the general public. Mosher/Preserve's expert opined that H2S might be encountered at levels as high as 21 percent (210,000 parts per million (ppm)) in southwest Florida, and that "it's quite likely" H2S would be encountered at the proposed wellsite. At the same time, however, he agreed with the assessment of Respondents' experts that the likelihood of encountering H2S at this site was merely "possible," "sporadic," and "unlikely," and that there was "zero" potential of a severe H2S release under high pressure. Florida has two major oil producing areas: the Sunniland Trend in southwest Florida and the Smackover formation near Jay, Florida, in the northwest part of the state. Unlike the Smackover formation which has higher temperatures and pressures and a high concentration of H2S, the Sunniland Trend has normal temperatures and pressures and a sporadic presence of H2S. Less than two percent of wells in southwest Florida have been reported to contain H2S, and those reports relate to production wells where bacteria (biological contamination) was likely introduced into the formation during production. Of over 300 oil wells drilled in southwest Florida, only six were reported to have encountered H2S. Notably, the Tribal Well, located 1.5 miles to the southeast of the proposed site, encountered relatively low pressure during drilling and had no H2S, and another well located 12 miles to the north likewise had no high pressure or H2S. It is unlikely that Hughes will encounter high pressure or H2S if it drills at the proposed site. Even though it is unlikely that high pressure or H2S will be encountered during the drilling of this proposed well, Hughes still submitted an H2S contingency plan as part of the drilling application. The Department determined the plan provided an effective design to detect, evaluate, and control any hazardous release of H2S. In response to public concerns, in January 2014 Hughes revised its plan to provide more protections. The revised plan exceeds the guidance provided in API 49. The revised plan clarifies and adds multiple protections, including implementing the plan at a vertical depth of 9,000 feet, which is 2,700 feet before the zone that Mosher claims could contain H2S; clarifying that an H2S alarm notification at 15 ppm would result in an instant well shut-in (i.e., closure of the well) to prevent the escape of H2S; instituting a reverse 911 call system to allow local officials to notify the public by telephone of any incident; creating an air dispersion model to understand the likelihood of public exposure; and adding H2S scavengers to the drilling mud. Adding H2S scavengers in the mud is a protective measure. Specifically, the zinc oxide scavengers will react with H2S to create benign zinc sulfide and water. Even if H2S is present in the formation, the H2S scavengers will neutralize the H2S before it could reach the surface. The H2S scavengers will effectively eliminate the likelihood of H2S escaping from the well during drilling operations. The drilling plan requires the Trinity C formation (which Hughes estimated will begin at a depth of around 11,850 feet) to be cemented off and sealed once drilled. This formation will not be encountered in the first 15 or 20 days of drilling. Once encountered, the formation will be exposed for only four to six days. Even if H2S were encountered during this short exposed duration, all of the protections included in the revised plan would be in place, including overbalanced drilling mud, H2S scavengers, blowout preventers, H2S monitors, and alarms. When wells are drilled, there are numerous personnel monitoring the drilling fluid, or mud, which is designed not only to carry cuttings to the surface, but more importantly to act as a barrier to keep fluids or gasses in the geologic formation. The mud is weighted with additives to combat reservoir pressures. Drill operators want the same amount of mud pumped into the hole as the amount flowing back up. If more fluid is flowing back up, then the mud is not heavy enough to hold back the fluids or gasses encountered. If this imbalance occurs, the well is shut- in immediately and the mud weight is adjusted. A shut-in can be accomplished in just a few seconds. Anything in a shut-in well will stay in the well. Hughes' normal drilling plan is to slightly overbalance the mud weight. This ensures that nothing unintentionally escapes from the reservoir. Mosher and Preserve contend that if H2S is encountered, dangerous concentrations of H2S would leave the wellsite. In response to this type of concern, as part of the revised plan, Hughes conducted an air dispersion model using the methodology provided by API 49. The API 49 model is a Gaussian model with default values reflecting the worst-case exposures. The peer- reviewed and conservative model calculated by Dr. Walker looked at H2S concentrations of 10, 15, and 100 ppm. At the extreme case, a 100-ppm release at the well would be reduced below 10 ppm within about 20 feet from the well and further reduced to one ppm within 60 feet from the well. Although H2S is unlikely to escape the well, 100 ppm was selected as a precautionary level because this level is an immediate danger to human life and health. Reaching 100 ppm is highly unlikely because at an instantaneous reading of 15 ppm, the well is immediately shut-in. The air dispersion model results demonstrate that atmospheric H2S exposures beyond the wellsite could not exceed potentially harmful exposure levels nor could exposures affect the general public. Thus, even though the plan includes a community warning and protection provision, it is not required under API 49. In an abundance of caution, however, the plan provides for a public notification zone of 2,000 feet in case of an H2S release. This zone is two orders of magnitude beyond the 20- foot, 10 ppm distance dispersion of H2S based on the modeled worse case release and exceeds any required notification zones in other states. The notification boundary is conservative, as compared with industry standards. While Mosher's expert recommended more stringent standards than API 49, he knew of no contingency plan for an oil drilling permit in the United States that included his recommended standards. Mosher's expert testified that based on his review of literature, the lowest observable adverse effect from H2S was at concentrations of 2.1 ppm. Based on a worst case scenario release of 100 ppm of H2S, the gas would disperse to a concentration of 2.1 ppm in less than 40 feet from the well. The property boundary abutting the neighborhood to the west is over 800 feet from the well. API 49 expressly provides that wellsite personnel should be provided protection devices if concentrations of H2S exceed 10 ppm for an eight-hour time-weighted average. The revised plan requires wellsite personnel to don a self-contained breathing apparatus if the monitors encounter an instantaneous reading of 10 ppm H2S. Instantaneous readings are more protective of human health than the time-weighted averages proposed by Mosher's expert. Using an instantaneous trigger is another area where the revised plan exceeds the recommendation of API 49. The greater weight of evidence demonstrates that the H2S contingency plan meets or exceeds guidance of API 49. The revised plan requires hands-on training for public officials and fire/rescue staff before reaching the depth of 9,000 feet. The revised plan further requires hands-on training and drills related to the procedures for use, and location of, all self- contained breathing apparatus and evacuation procedures. The plan is a complete and accurate contingency plan that will assist operators and local emergency management in the unlikely event of an H2S escape. It exceeds the degree of caution typically employed in industry standards. Mosher and Preserve contend that the plan fails to include specific instructions and training for nearby residents in the event of an emergency. However, emergency plans are designed for use by operators at the facility and the local emergency management officials rather than nearby residents. Thus, the Department did not require the applicant to provide specific instructions for those residents. Mosher and Preserve also contend that the plan fails to adequately describe the evacuation routes in the event of an emergency. However, evacuation routes and the potential closure of roads are normally in the domain of local governments, as the operator and Department have no control over this action. Mosher and Preserve contend that the plan does not include complete and accurate information for all property owners in the area. This is understandable since some property owners either failed to respond to inquiries by Hughes when it assembled the information for the plan or were reluctant to provide any personal information. Recognizing this problem, the Department reviewed the website of the Collier County property appraiser to complete the information. To the extent information on certain parcels may not be complete, Hughes can update that aspect of the plan on an on-going basis before operations begin. If a permit is issued, the Department will continue to coordinate with Collier County and other local emergency management officials for the purpose of planning to implement the contingency plan. Based on the foregoing, the evidence establishes that the probability of a dangerous release of H2S beyond the wellsite is highly remote and speculative in nature. The revised contingency plan is consistent with industry standards and satisfies the requirements of the rule. Schwartz Like Mosher and Preserve, Schwartz agreed that except for the concerns expressed in his amended pleading, no other issues remain. Schwartz first contends that Hughes did not demonstrate sufficient efforts to select a proposed location for drilling to minimize impacts as required by rule 62C-30.005. Subparagraph (2)(b)1. requires that drilling sites be located "to minimize impacts on the vegetation and wildlife, including rare and endangered species, and the surface water resources." In particular, Schwartz is concerned about the potential impact on the Florida panther, an endangered species. Hughes selected the proposed site primarily because of its proximity to the Tribal Well, which had a significant show of oil. In order to increase the chances for commercial production, the horizontal segment of the well needs to be perpendicular to the natural fractures in the limestone. In this location, Hughes must drill horizontally from west to east in the direction of the Tribal Well. Hughes was unable to locate the well on the automotive test track directly south of the agricultural field and west of the Tribal Well because of objections by Harley-Davidson, then the owner of the track. A second proposed location just east of the test track was considered but Harley-Davidson would not grant access from the track to the upland sites on the adjacent location. A third option was to construct a lengthy access road from the north to one of the upland sites just east of the test track. However, this alternative would have resulted in significant impacts to wetlands and native vegetation. The proposed site offers the least amount of environmental impact. It is 1.5 miles from the Tribal Well. It has no federal or jurisdictional wetlands on the site, and groundwater modeling submitted with an application for a water use permit demonstrated that the proposed use of water will not adversely affect surrounding wetlands. The proposed access road and drilling pad will not impact any cypress-mixed forest swamps, hardwood hammocks, mangrove forests, archeological sites, or native ceremonial grounds. Nor will they adversely affect known red-cockaded woodpecker colonies, rookeries, alligator holes, research sites, or pine uplands. The evidence establishes that Hughes chose a site that minimized environmental impacts. Schwartz also contends that the wellsite activities will directly decrease the recovery chances of the Florida panther. According to Schwartz, this decrease will occur because the activities involve creating an access road, truck traffic, noise, lights, and vibrations. He also asserts that the proposed wellsite will result in a small amount of direct habitat loss when the cattle field is converted to a drilling pad. The USFWS has developed a panther scientific habitat assessment methodology. It relies upon peer-reviewed studies that found that panthers will select land cover types while avoiding others. The methodology ranks the value of land cover types from zero to ten based on the potential for panther selection. Applying the USFWS' scoring to the proposed wellsite, an improved pasture area has a value of 5.2, which means the land cover is neither actively selected nor avoided by panthers. The areas to the south and east of the proposed wellsite are forested wetlands and forested uplands, which have substantially higher values that range from 9.2 to 9.5. If converted to an open water reservoir under the Camp Keais ERP, the site value would be zero, the land cover type most avoided by panthers. The underlying USACE permit specifically required panther habitat compensation. Hughes' expert established that the proposed site minimizes impacts on wildlife by avoiding habitat selected by panthers such as wetlands, forested uplands, saw palmetto thickets, fresh water marshes, prairies, and native habitats. Based on a dozen visits to the site for the purpose of conducting vegetation mapping and wildlife surveys, the expert concluded there are no panthers currently known to be living, breeding, or denning on the site. A home range for a panther is the area providing shelter, water, food, and the chance for breeding. The typical home range for a male panther is 209 square miles, and female home ranges average around 113 square miles. The evidence establishes the proposed drilling activity will not interfere with the panthers' use of the site. Approval of the permit will not remove or push any panthers out of their home range. Hughes' expert opined that the four male panthers, which historically traversed the area within a mile of the proposed wellsite, would only likely move through the area every 15 or 20 months or longer. The temporary nature of the drilling activities means the panthers may not even be near the location during that time. If a panther is near the location and frightened by any activities, it will avoid the area, but will eventually return. Based on the large home range of the panther, the temporary activities will not increase the likelihood of intraspecies aggression or decrease panther survivability. The more persuasive evidence is that panthers are adaptable. They are habituated to the drilling operations in southwest Florida based on over a hundred thousand telemetry data points taken near 93 oil wells in the primary zone. Panthers are not threatened by the presence of humans. In fact, they live and den in and around residential communities and active agricultural operations. Panthers need prey, water, and shelter. The drilling activities will not adversely affect prey availability or impact water resources. The proposed wellsite's location within a disturbed agricultural field will not impact the panther's ability to shelter. During the permit review process, the Department requested input from the USFWS, the Florida Fish and Wildlife Conservation Commission (FFWCC), and other interested parties regarding the proposed drilling permit. No formal comments were offered by the USFWS, and its biologist for conservation planning indicated informally that the surface impacts from an oil well are "very minor." Likewise, the FFWCC offered no formal comments on the application. The evidence supports a finding that the proposed permit activities will not affect the panther's use of, or travel to and from, the Refuge. The activities will not affect the panthers' availability of prey or increase panther competition for food or home range territory. The drilling will not adversely affect the panther's breeding, survivability, or the recovery of the species. The only other threatened or endangered species found in the vicinity of the proposed site was an eastern indigo snake, which was located two and one-half miles away and would not travel to the proposed wellsite, as its home range is up to a maximum of 450 acres. Schwartz further contends that section 377.242 requires that the permit be denied because the proposed wellsite is within one mile from the seaward (western) boundary of the Refuge. The Refuge is located entirely inland and does not have a seaward boundary, as contemplated by section 377.242(1)(a)3. Therefore, no drilling will be located within one mile of the seaward boundary of any state, local, or federal park, aquatic preserve, or wildlife preserve. This is consistent with the Department's routine and long-standing interpretation of the statute. Big Cypress Swamp Advisory Committee Petitioners and Intervenor initially contended that the permit should be denied because a meeting of the Committee was never convened pursuant to section 377.42. The Committee, however, met on March 11 and 31, 2014. Although a majority of the Committee voted to recommend that the Department deny the permit on various grounds, the recommendation of the Committee is not binding on the Department, and after consideration, was rejected. In their Proposed Recommended Orders, the opponents now contend that the permit should be denied because the Committee did not meet before the Department issued its proposed agency action. For the reasons stated in the Conclusions of Law, this contention is rejected.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a final order issuing Permit No. 1353H, without further modifications. DONE AND ENTERED this 3rd day of June, 2014, in Tallahassee, Leon County, Florida. S D. R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 3rd day of June, 2014.
The Issue Whether petitioner should take disciplinary action against respondent for the reasons alleged in the administrative complaint?
Findings Of Fact The parties stipulated that respondent Veterans Gas and Appliance Co., Inc., trading as Veterans Gas Company, now holds and has at all pertinent times has held a license issued by petitioner. Petitioner has licensed respondent as a "[d]ealer in liquefied petroleum [LP] gas, in appliances and in equipment for use of such gas and installation." Petitioner's Exhibit No. 1. Respondent has been in business for 25 years or so, at least. (T.48) On December 8, 1983, Clyde K. "Ken" Wallace, a gas serviceman in respondent's employ, was at the office of the Veterans Gas Company in Fort Walton, when a Mr. Wright telephoned, requesting that LP gas be delivered to the Ships Chandler in Destin, Mr. Wright's place of business. Mr. Wallace set out by himself for Destin in a bulk-fill truck to make the delivery. When he arrived, he found he could not enter the driveway, so he parked on the south side of U.S. Highway 98 about 15 feet from the Ships Chandler tank. He knew where the tank was because he had filled it the previous winter, the last time he had been there. Standing with two young ladies in the doorway of the Ships Chandler, Mr. Wright greeted him, saying something like, "I'm glad to see you. We're freezing." Mr. Wallace set right to work. Initially unable to remove the dome which blocked access to the underground tank, he asked Mr. Wright for a claw hammer. With the hammer he succeeded in removing the dome, and then announced he was going to turn off the service valve, which is the valve that allows gas to enter the building from the tank. Mr. Wright asked him not to turn the valve off, saying he was going to ignite the pilot light in his furnace, and disappeared into the store. Mr. Wallace took the dust cap off and, hooking up the hose to the fill valve, pumped one hundred gallons of LP gas at the rate of 25 to 30 gallons a minute, according to the meter on the truck. Before introducing LP gas into the tank, Mr. Wallace never turned off the service valve or any other valve through which LP gas flowed before passing through the regulator and into the system of pipes. In fact, he never touched the service valve, and did not know for sure whether it was on or off. Furnace apparently lit, Mr. Wright reemerged from his store after a few minutes, a check in hand to pay for the gas. Earlier on, at some point during their conversation, Mr. Wright asked Mr. Wallace whether he knew if nearby shop owners heated with gas or otherwise used gas, or something to that effect. Mr. Wallace said he did not know. The question arose because the complex had been a motel with central gas heat before it had been remodeled into shops and offices; and the conversion had taken place since the preceding winter. Mr. Wright wondered aloud whether or not his neighbors owed him money for gas. Mr. Wallace saw Mr. Wright enter one shop door, leave, enter another, leave, and so forth, presumably inquiring of the people inside whether they used gas. By the time he disengaged the hose and closed the fill valve, Mr. Wright was nowhere to be found. Mr. Wallace indicated on the invoice that it had been paid, dropped it on a desk or counter in the Ships Chandler, and left. After Mr. Wallace had driven off, an explosion occurred causing a fire and injuries to two persons. Explosion, fire and injuries occurred not in the Ships Chandler, but on the premises occupied by Way and Associates, Inc. Whoever did the remodeling cut the gas line and neglected to cap it, so that LP gas pumped into the Ships Chandler tank, ended up in a space between the dry wall and the outside wall in the building Way and Associates, Inc. occupied. Ignition of the LP gas accumulated there caused the explosion. Respondent had nothing to do either with the remodeling or with the initial installation of the gas pipes. If Mr. Wallace had followed standard industry practice, he would have turned off the service valve before pumping LP gas into the fill valve of an empty system. After pumping LP gas into the tank, he would have turned off the pump; he would have asked Mr. Wright to turn off all appliances, and, once the appliances were off, he would have turned the service valve back on to charge the system. Then he would have turned the service valve off again, in order to listen carefully. If he had done that, he would have heard LP gas moving through the regulator, even after the service valve was closed, and he would have realized that gas was leaking. Mr. Wallace, who started working for respondent in July of 1982, is qualified as a gas service man but not as a gas appliance service man. Like other new drivers respondent hires, Mr. Wallace went out with an older driver or the manager to learn the route and safety procedures for at least two weeks before going out on his own, but he was never told to check for leaks when introducing LP gas into an empty system.
