House Bill hb1125
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Florida House of Representatives - 2001 HB 1125
By Representative Sorensen
1 A bill to be entitled
2 An act relating to Monroe County; amending ch.
3 99-395, Laws of Florida; establishing effluent
4 water quality standards for reuse systems;
5 providing an effective date.
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7 Be It Enacted by the Legislature of the State of Florida:
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9 Section 1. Subsection (8) of section 6 of chapter
10 99-395, Laws of Florida, is amended to read:
11 Section 6. Sewage requirements in Monroe County.--
12 (8) The requirements of subsections (2)-(7) do not
13 apply to the following:
14 (a) Class 1 injection wells as defined by Department
15 of Environmental Protection rule, including any authorized
16 mechanical integrity tests.
17 (b) Authorized mechanical integrity tests associated
18 with Class V wells as defined by Department of Environmental
19 Protection rule.
20 (c) The following types of reuse systems authorized by
21 Department of Environmental Protection domestic wastewater
22 rules:
23 1. Slow-rate land application systems;
24 2. Industrial uses of reclaimed water; and
25 3. Use of reclaimed water for toilet flushing, fire
26 protection, vehicle washing, construction dust control, and
27 decorative water features.
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29 However, disposal systems serving as backups to reuse systems
30 shall be required to meet the following effluent water quality
31 standards comply with the other provisions of this act.
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CODING: Words stricken are deletions; words underlined are additions.
Florida House of Representatives - 2001 HB 1125
729-131-01
1 Systems discharging less than 100,000 gallons per day based on
2 the annual average daily flows to the backup system shall
3 provide a level of treatment that will produce an effluent
4 that contains, on an annual average basis, not more than 10
5 milligrams per liter of biochemical oxygen demand, 10
6 milligrams per liter of suspended solids, 10 milligrams per
7 liter of total nitrogen, and 1 milligram per liter of total
8 phosphorous. Systems discharging 100,000 gallons per day or
9 more based on the annual average daily flows to the backup
10 system shall provide a level of treatment that will produce an
11 effluent that contains, on an annual average basis, not more
12 than 5 milligrams per liter of biochemical oxygen demand, 5
13 milligrams per liter of suspended solids, 3 milligrams per
14 liter of total nitrogen, and 1 milligram per liter of total
15 phosphorous.
16 Section 2. This act shall take effect upon becoming a
17 law.
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