Precious Metals Recovery LLC RCRA Permit Application Dry Hills ...
Precious Metals Recovery LLC RCRA Permit Application Dry Hills ... Precious Metals Recovery LLC RCRA Permit Application Dry Hills ...
Tank alarms will be provided in the Control Room to notify personnel when the tank levels are above normal levels. Furthermore, interlocks will be provided from the level measurement transmitters, and are designed to stop flow automatically upon detecting high levels. While unlikely to occur, a network of epoxy coated concreted curbs, trenches, and sumps is designed to collect fluids if a tank overflows or leaks (see H340940-0000-50-015-0008 in Appendix 1-A). High levels in the sumps will be annunciated in the Control Room. Fluids that collect in these sumps will be managed as discussed in Section 22.8.2 and Section 22.8.3. The ASTs will be situated such that the tank may be visually inspected. They will be fixed in place on steel frame skids and provided with secondary containment for at least 100% of the largest tank volume within the area. 23.1 Tanks All tanks will be covered. Tank systems will be designed to prevent the release of any hazardous materials to the environment. Tanks handling hazardous materials will be manufactured of FRP. Tanks will be selected based on suitability for handling of the process fluid. FRP tanks will be built in accordance with the applicable ASME standards. Tank strength and wall thickness are designed to be sufficient for the process fluid(s) intended to be contained in them, and designed to withstand the pressures, temperatures, and stresses of day-to-day operations. Table 23.1-1 identifies the tank dimensions, capacities, and their locations at the proposed TSF. Table 23.1-1: Specifications for RCRA Tanks and Reagent Storage Tanks Caustic Soda Storage Tank* Tank Dimensions Hydrochloric Acid Storage Tank* Material of Construction Design Capacity (gallons) General Location 5 ft. D x 7.5 ft. H FRP 750 Process Area 3 ft. D x 5 ft. H FRP 100 Process Area Decomposition Tank 5 ft. D x 6 ft. H FRP 400 Process Area Waste Solution Tank 5 ft. D x 6 ft. H FRP 400 Process Area Waste Solution Collection Tank Waste Solution Settling Tank Waste Solution Storage Tank #1 5 ft. D x 6 ft. H FRP 400 Process Area 3.5 ft. D x 6.5 ft. H FRP 300 Process Area 7.5 ft. D x 15 ft. H FRP 3,600 Process Area PMR RCRA Permit Application, Dry Hills Facility Page 118 JBR Environmental Consultants, Inc. | HATCH March 2013
Tank Dimensions Waste Solution Storage Tank #2 Sanitary Wastewater Collection Tank Material of Construction Design Capacity (gallons) General Location 7.5 ft. D x 15 ft. H FRP 3,600 Process Area 10 ft. L x 10 ft. W x 9 ft. H Concrete 5,000 Water Storage Tank 11 ft. D x 12 ft. H FRP 7,150 Fire Water Storage Tank 81 ft. L x 63 ft. W x 15 ft. H *This is reagent storage tank; therefore, it is not regulated under RCRA. 23.1.1 Retort and Retort Off-Gas Concrete 240,000 East of the proposed TSF Building Utility Building (outside of the RCRA area) West of Utility Building (outside of the RCRA area) The retort will be provided as a self-contained vendor package. See Section 1.2.3 for a description of the retort system. The retort off-gas will pass through the SO2 scrubber, which is also a self-contained vendor package. See Section 1.2.4 for a description of the SO2 Scrubber system. 23.1.2 Calomel Caustic Leach Circuit Calomel slurry will pumped from the calomel feed preparation station into the Decomposition Tank (see Figure 23.1-1). The caustic leach circuit is designed as a batch operating process, and will not require a continuous feed interlock. PMR RCRA Permit Application, Dry Hills Facility Page 119 JBR Environmental Consultants, Inc. | HATCH March 2013
- Page 119 and 120: 4.0 INSPECTION PLAN - 40 CFR 270.14
- Page 121 and 122: TSF, associated hazards, places whe
- Page 123 and 124: Outside of working hours, a notific
- Page 125 and 126: Damaged containers will be placed i
- Page 127 and 128: 7.0 PREVENTION AND SAFETY PROCEDURE
- Page 129 and 130: 8.0 PREVENTION OF ACCIDENTAL IGNITI
- Page 131 and 132: 10.0 TRAFFIC - 40 CFR 270.14(b)(10)
- Page 133 and 134: Delivery frequency of reagents will
- Page 135 and 136: 10.3 Traffic Control Signs Traffic
- Page 137 and 138: 11.4 Surrounding Land Use - 40 CFR
- Page 139 and 140: 12.0 PERSONNEL TRAINING PLAN - 40 C
- Page 141 and 142: that are not land based. Closure of
- Page 143 and 144: 13.4.6 Types of Off-site Waste Mana
- Page 145 and 146: 14.0 CLOSED HAZARDOUS WASTE DISPOSA
- Page 147 and 148: storage area (e.g., storage racks),
- Page 149 and 150: 16.0 POST-CLOSURE ESTIMATES - 40 CF
- Page 151 and 152: 18.0 TOPOGRAPHICAL MAP - 40 CFR 270
- Page 153 and 154: 20.0 GROUNDWATER MONITORING - 40 CF
- Page 155 and 156: 22.0 CONTAINERS AND CONTAINMENT - 4
- Page 157 and 158: Figure 22.1-2: Dedicated Transfer C
- Page 159 and 160: Larger sized HDPE drums may be used
- Page 161 and 162: 22.3.2 Labeling Containers - 40 CFR
- Page 163 and 164: 22.5 Description of Secondary Conta
- Page 165 and 166: will be done on the new waste strea
- Page 167 and 168: 23.0 TREATMENT AND STORAGE TANKS Me
- Page 169: Figure 23.0-2: HCl Tank and Locatio
- Page 173 and 174: decomposed in the Decomposition Tan
- Page 175 and 176: Figure 23.1-3: Waste Solution Stora
- Page 177 and 178: The Water Storage Tank will supply
- Page 179 and 180: Tank Caustic Soda Storage Tank* Hyd
- Page 181 and 182: 23.13 Recordkeeping A recordkeeping
- Page 183 and 184: 25.0 WASTE PILES - 40 CFR 270.18 &
- Page 185 and 186: 27.0 LAND TREATMENT - 40 CFR 270.20
- Page 187 and 188: 29.0 BOILERS/INDUSTRIAL FURNACE - 4
- Page 189 and 190: 30.1.3 Retort Operating Procedures
- Page 191 and 192: of 13.5 feet long by 4.7 feet wide
- Page 193 and 194: 31.0 PROCESS VENTS - 40 CFR 270.24
- Page 195 and 196: 33.0 DRIP PADS - 40 CFR 270.26 & 26
- Page 197 and 198: 35.0 REFERENCES American Society of
- Page 199 and 200: At the PMR Dry Hills Facility Open
- Page 217 and 218: APPENDIX I-B Open House Comments
- Page 219 and 220: APPENDIX 1-A Drawings Facility draw
Tank Dimensions<br />
Waste Solution Storage<br />
Tank #2<br />
Sanitary Wastewater<br />
Collection Tank<br />
Material of<br />
Construction<br />
Design<br />
Capacity<br />
(gallons)<br />
General<br />
Location<br />
7.5 ft. D x 15 ft. H FRP 3,600 Process Area<br />
10 ft. L x 10 ft. W<br />
x 9 ft. H<br />
Concrete 5,000<br />
Water Storage Tank 11 ft. D x 12 ft. H FRP 7,150<br />
Fire Water Storage Tank<br />
81 ft. L x 63 ft. W<br />
x 15 ft. H<br />
*This is reagent storage tank; therefore, it is not regulated under <strong>RCRA</strong>.<br />
23.1.1 Retort and Retort Off-Gas<br />
Concrete 240,000<br />
East of the<br />
proposed TSF<br />
Building<br />
Utility Building<br />
(outside of the<br />
<strong>RCRA</strong> area)<br />
West of Utility<br />
Building (outside<br />
of the <strong>RCRA</strong> area)<br />
The retort will be provided as a self-contained vendor package. See Section 1.2.3 for a<br />
description of the retort system.<br />
The retort off-gas will pass through the SO2 scrubber, which is also a self-contained vendor<br />
package. See Section 1.2.4 for a description of the SO2 Scrubber system.<br />
23.1.2 Calomel Caustic Leach Circuit<br />
Calomel slurry will pumped from the calomel feed preparation station into the Decomposition<br />
Tank (see Figure 23.1-1). The caustic leach circuit is designed as a batch operating process, and<br />
will not require a continuous feed interlock.<br />
PMR <strong>RCRA</strong> <strong>Permit</strong> <strong>Application</strong>, <strong>Dry</strong> <strong>Hills</strong> Facility Page 119<br />
JBR Environmental Consultants, Inc. | HATCH March 2013