Ill. Admin. Code tit. 35 § 370.860
On-site sludge dewatering facilities shall be provided for all plants, although the following requirements may be reduced or omitted, if justified, with on-site liquid sludge storage facilities or approved off-site sludge disposal.
For purposes of calculating sludge handling and disposal needs, sludge production values from a two-stage anaerobic digestion process shall be based on a maximum solids concentration of 5% without additional thickening. The solids production values, calculated on a dry weight basis, shall be based on the following values for the listed processes:
For purposes of calculating sludge handling and disposal needs, sludge production values from an aerobic digester shall be based on a maximum solids concentration of 2% without additional thickening. The solids production values, calculated on a dry weight basis, shall be based on the following values for the listed processes:
For purposes of calculating sludge handling and disposal needs, sludge production values from other sludge treatment processes shall be determined by rational calculations in the basis of design. Refer to Section 370.520(b) for any new process determinations.
Sludge drying beds may be used for dewatering well digested sludge from either the anaerobic or aerobic process. Due to the large volume of sludge produced by the aerobic digestion process, consideration should be given to using a combination of dewatering systems or other means of ultimate sludge disposal.
Sludge drying bed area shall be calculated on a rational basis with the following items taken into account:
The lower course of gravel around the underdrains should be properly graded and should be 12 inches in depth, extending at least 6 inches above the top of the underdrains. It is desirable to place this in 2 or more layers. The top layer of at least 3 inches should consist of gravel 1/8 inch to 1/4 inch in size.
The top course should consist of at least 6 to 9 inches of clean, washed, coarse sand. The effective size of the sand should be in the range of 0.8 to 1.5 millimeters. The finished sand surface should be level.
Underdrains should be at least 4 inches in diameter laid with open joints. Perforated pipe may also be used. Underdrains should be spaced not more than 20 feet apart. Various pipe materials may be used, so long as they are sufficiently strong and are corrosion resistant.
Consideration shall be given to providing a means of decanting the supernatant of sludge placed on the sludge drying beds. More effective decanting of supernatant may be accomplished with polymer treatment of the sludge.
Walls should be water-tight and extend 18 inches above and at least 6 inches below the surface of the bed. Outer walls should be curbed or extended at least 4 inches above the outside grade elevation to prevent soil from washing on to the beds.
Each bed shall be constructed so as to be readily and completely accessible to mechanical cleaning equipment. Concrete runways spaced to accommodate mechanical equipment shall be provided. Special attention should be given to assure adequate access to the areas adjacent to the sidewalls. Entrance ramps down to the level of the sand bed shall be provided. These ramps shall be high enough to eliminate the need for an entrance end wall for the sludge bed.
Lagoons as a means of dewatering digested sludge will be permitted only upon proof that the character of the digested sludge and the design mode of operation are such that offensive odors will not result. Where sludge lagoons are permitted, adequate provisions shall be made for other sludge dewatering facilities or sludge disposal in the event of upset or failure of the sludge digestion process.
Sludge lagoons shall be located as far as practicable from inhabited areas or areas likely to be inhabited during the lifetime of the structures.
Adequate provisions shall be made to seal the lagoon bottoms and embankments to prevent leaching into adjacent soils or groundwater. Refer to Section 370.930(d)(1)(A), (d)(2)(C) and (d)(2)(D).
Provisions shall be made for sludge pumping or heavy equipment access for sludge removal from the lagoon.
Provision shall be made to maintain sufficient continuity of service so that sludge may be dewatered without accumulation beyond storage capacity. The number of vacuum filters, centrifuges, filter presses, belt filters, or other mechanical dewatering facilities should be sufficient to dewater the sludge produced with the largest unit out of service. Unless other standby wet sludge facilities are available, adequate storage facilities of at least 4 days production volume shall be provided. Documentation must be submitted justifying the basis of design of mechanical dewatering facilities.
The water supply for mechanical dewatering facilities shall meet the requirements of Section 370.550(b).
Back-up vacuum and filtrate pumps shall be provided. It is permissible to have uninstalled back-up vacuum and filtrate pumps for every three or less vacuum filters, provided that the installed units can easily be removed and replaced. At least one filter media replacement unit shall be provided.
Adequate facilities shall be provided for ventilation of the dewatering area. The exhaust air should be properly conditioned to avoid odor nuisance. Ventilation shall be provided in accordance with Section 370.410(g)(6).
Lime-mixing facilities should be completely enclosed to prevent the escape of lime dust. Chemical handling equipment should be automated to eliminate the manual lifting requirement. Refer to Section 370.560.
Drainage from beds or filtrate dewatering units shall be returned to the sewage treatment process at appropriate points and rates.
If it is proposed to dewater sludge by other methods, a detailed description of the process and design data shall accompany the plans. Refer to Section 370.520(b) for any new process determinations.
Ill. Admin. Code tit. 35, § 370.860
Amended at 21 Ill. Reg. 12444, effective August 28, 1997