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UNDER PUBLIC REVIEW SMAQMD BACT CLEARINGHOUSE CATEGORY: MISCELLANEOUS BACT Size: Small Emitter BACT (PTE < 10 lb/day) CONCRETE RECYCLER BACT Determination Number: Permit Number: Equipment Description: Unit Size/Rating/Capacity: Equipment Location: ROCs NOx SOx PM10 PM2.5 CO LEAD 24381 Standard: Technology Description: Basis: Standard: Technology Description: Basis: Standard: Technology Description: Basis: Standard: Technology Description: Basis: Standard: Technology Description: Basis: Standard: Technology Description: Basis: Standard: Technology Description: Basis: 146 CONCRETE RECYCLER BACT Determination Date: RIVER CITY WASTE RECYCLERS, LLC 10286 WATERMAN RD ELK GROVE, CA Equipment Information BACT Determination Information Baghouse serving crusher(s), water sprays at other material transfer points, use of water spray equipment on stockpiles and compliance with the latest opacity requirements of 40 CFR Subpart OOO. Achieved in Practice Baghouse serving crusher(s), water sprays at other material transfer points, use of water spray equipment on stockpiles and compliance with the latest opacity requirements of 40 CFR Subpart OOO. Achieved in Practice Comments: This BACT is for a stationary concrete recycling operation. District Contact: Printed: 1/11/2018 Felix Trujillo Phone No.: (916) 874-7357 email: ftrujillo@airquality.org

777 12 th Street, Third Floor Sacramento, CA 95814 BEST AVAILABLE CONTROL TECHNOLOGY DETERMINATION DETERMINATION NO.: 146 DATE: January 11, 2018 ENGINEER: Felix Trujillo, Jr. Category/General Equip Description: Equipment Specific Description: Equipment Size/Rating: Previous BACT Det. No.: Miscellaneous Stationary Concrete Recycling Small Emitter BACT (< 10 lb/day) None This BACT determination will be made for a stationary concrete recycling operation including crushing, screening, stacking, conveying equipment and stockpiles with PM10 and PM2.5 less than 10 lb/day. This BACT was determined under the project for A/C s 24381 and 24382 (River City Waste Recyclers, LLC). BACT ANALYSIS A: ACHIEVED IN PRACTICE (Rule 202, 205.1a) The following control technologies are currently employed as BACT for stationary concrete recycling operations: District/Agency Best Available Control Technology (BACT)/Requirements BACT Source: EPA RACT/BACT/LAER Clearinghouse US EPA Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard BACT Template Version 071315

BACT Determination Concrete Recycling January 11, 2018 Page 2 of 8 District/Agency Best Available Control Technology (BACT)/Requirements RULE REQUIREMENTS: 40 CFR 60 Subpart OOO Standards of Performance for Nonmetallic Mineral Processing Plants This regulation applies to fixed or portable nonmetallic mineral processing plants that include crushing or grinding equipment with capacities of 25 tons/hr or 150 tons/hr, respectively. US EPA This regulation includes two separate opacity limitations based on the construction, modification or reconstruction date of the equipment. Pursuant to 40 CFR Subpart A Section 60.2 (Definitions), installation is included under the definition of construction. For equipment that was installed after April 22, 2008, are subject to an opacity limit of 7% for screening and conveyor transfer points and 12% for crushers. Equipment installed after April 22, 2008, are also required to do monthly inspections on their water spray equipment. A Method 9 (Visible Emissions) source test is required for verification of compliance with the opacity limitations of the NSPS. For equipment that is served by a baghouse, the regulation sets a PM standard of 0.014 gr/dscf (Section 60.672(a)). The regulation requires an initial source test to verify compliance with this limit (Section 60.675(b)(1)). Section 60.674(c) requires quarterly 30-minute visible emissions inspections using EPA Method 22 or the use of a bag leak detection system (Section 60.674(d)). BACT Source: ARB BACT Clearinghouse ARB ARB BACT Clearinghouse VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard RULE REQUIREMENTS: None

BACT Determination Concrete Recycling January 11, 2018 Page 3 of 8 District/Agency Best Available Control Technology (BACT)/Requirements BACT Source: SMAQMD BACT Clearinghouse (http://www.airquality.org/businesses/permits-registration-programs/best-availablecontrol-technology-(bact)) SMAQMD Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard The SMAQMD BACT Clearinghouse does not have an existing BACT for stationary concrete recycling operations. BACT No. 41 applies to aggregate processing plants, which are similar type of operations. But the BACT was determined for minor sources. Prior to the 10/28/10 version of District Rule 202 (New Source Review Rule), the District had a BACT threshold of 10 lb/day. Therefore, no small emitter BACTs were determined as none were required. It was only after the implementation of the 0 lb/day BACT threshold, that the District started to develp small emitter BACTs for the smaller sources. Therefore, the more restrictive BACT No. 41 will not be referenced for this BACT determination. RULE REQUIREMENTS: None

BACT Determination Concrete Recycling January 11, 2018 Page 4 of 8 District/Agency Best Available Control Technology (BACT)/Requirements BACT Source: SCAQMD BACT Guidelines for Non-Major Polluting Facilities, page 13. South Coast AQMD Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard The SCAQMD BACT trigger level is 1 lb/day. Therefore, the SCAQMD BACT Clearinghouse was reviewed as part of this BACT determination. There is no specific BACT guideline for concrete recycling. The SCAQMD does include a BACT for Rock-Aggregate processing with an all rating (SCAQMD BACT Guidelines for Non-Major Polluting Facilities 10/20/00), page 104) that lists a baghouse venting a crusher and water sprays at other material transfer points. Although this BACT is not for a concrete recycling operation, it is similar and will therefore be referenced. RULE REQUIREMENTS: None BACT Source: NSR Requirements for BACT, page 3-22. San Diego County APCD Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard The SDCAPCD has a BACT trigger level of 10 lb/day. Therefore, the SDAPCD BACT clearinghouse will not be referenced for this BACT. RULE REQUIREMENTS: None

BACT Determination Concrete Recycling January 11, 2018 Page 5 of 8 District/Agency Best Available Control Technology (BACT)/Requirements BACT Source: BAAQMD BACT Guideline Bay Area AQMD Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard The BAAQMD has a BACT trigger level of 10 lb/day. Therefore, the BAAQMD BACT clearinghouse will not be referenced for this BACT. RULE REQUIREMENTS: None BACT Source: SJVUAPCD BACT Guideline (Rescinded) San Joaquin Valley APCD Stationary Concrete Recycling Operation VOC No standard NOx No standard SOx No standard PM10 No standard PM2.5 No standard CO No standard The SJVAPCD BACT trigger level is 2 lb/day. Therefore, the SJVAPCD BACT Clearinghouse was reviewed as part of this BACT determination. BACT Guideline 6.1.4 addressed asphalt and concrete recycling ( 450 tons processed/hr), but listed the use of a baghouse serving a crusher and the use of water sprays at other transfer points as being technologically feasible. The District contacted the SJVAPCD via email (5/26/16 to Jag Kahlon SJVAPCD Northern Region Air Quality Engineer) and asked if the A/C permit (S-1926-1-0, Project #930258) had been converted to a permit. The response was that no permit was ever issued for that operation. BACT Guideline 6.1.1 applies to aggregate crushing, screening & storage for operations with process rates 5,850 tons/day..

BACT Determination Concrete Recycling January 11, 2018 Page 6 of 8 The following control technologies have been identified as the most stringent, achieved in practice control technologies: BEST CONTROL TECHNOLOGIES ACHIEVED Pollutant Standard Source VOC NOx SOx PM10 PM2.5 CO No Standard No Standard No Standard Baghouse serving crusher(s), water sprays at other material transfer points, use of water spray equipment on stockpiles and compliance with the latest opacity requirements of 40 CFR Supart OOO. No standard No Standard SCAQMD, EPA

BACT Determination Concrete Recycling January 11, 2018 Page 7 of 8 B. TECHNOLOGICALLY FEASIBLE AND COST EFFECTIVE (Rule 202, 205.1.b.): Technologically Feasible Alternatives: Any alternative basic equipment, fuel, process, emission control device or technique, singly or in combination, determined to be technologically feasible by the Air Pollution Control Officer. The table below shows the technologically feasible alternatives identified as capable of reducing emissions beyond the levels determined to be Achieved in Practice as per Rule 202, 205.1.a. Pollutant Technologically Feasible Alternatives VOC NOx SOx PM10 PM2.5 Not applicable Not applicable Not applicable Enclosure of crushers, screens, conveyors and transfer points and vented to a baghouse (A)(B) No other technologically feasible option identified (A)(B) CO Not applicable (A) This is listed as a technologically feasible BACT in the BAAQMD BACT Document #144.1 for rock and aggregate processing. (B) Although the use of enclosed conveyors, screensand transfer points can be listed in this section, a review of portable concrete recycling operation s Method 9 test results show water sprays to be as effective in controlling particulate emissions from conveyors, screens and conveyor transfer points (see Attachment B). Therefore, enclosure of these equipment is not necessary for small emitters. Cost Effectiveness Analysis Summary The cost analysis was processed in accordance with the EPA OAQPS Air Pollution Control Cost Manual (Sixth Edition). The sales tax rate was based on the District s standard rate of 8.5% as approved on 10/17/16. The electricity (11.24 cents/kwh) rate were based on an industrial application as approved by the District on 10/17/16. The life of the equipment was based on the EPA cost manual recommendation. The interest rate was based on the previous 6-month average interest rate on United States Treasury Securities (based on the life of the equipment) and addition of two percentage points and rounding up the next higher integer rate. The labor (Occupation Code 51-9021: Crushing, grinding, and polishing machine setters, operators and tenders) and maintenance (Occupation Code 49-9099: Installation, maintenance, and repair workers, all others) rates were based on data from the Bureau of Labor Statistics. Background: BAAQMD BACT Document 144.1 Rock and Aggregate Processing, includes the enclosure of crushers, screens, conveyors and transfer points served by a baghouse. A cost effectiveness determination will be performed in order to determine if it is cost effective to enclose the screen, conveyors and transfer points and have them served by a baghouse. Only the addition of a baghouse will be used to determine if the additional control is cost effective. The EPA cost manual will be used to determine the cost of the baghouse. The enclosure of the equipment and ducting would only add to the cost of the system.

BACT Determination Concrete Recycling January 11, 2018 Page 8 of 8 Enclosure of Screen, conveyors and transfers points served by a baghouse: Equipment Life = 20 years Total Capital Investment = $61,108.85 Annualized Total Capital Investment = $4,903.53 per year Direct Annual Cost = $11,771.73 per year Indirect Annual Cost = $6,460.62 per year Total Annual Cost = $23,135.87 per year PM10 Removed = 1.825 tons per year Cost of PM10 Removal = $12,677.19 per ton reduced A detailed calculation of the cost effectiveness for PM10 removal with a baghouse is shown in Appendix C. As shown above, the cost of enclosing the equipment and venting the emissions to a baghouse is not cost effective. Using the PM10 BACT standard for PM2.5: Since both, PM10 and PM2.5 trigger BACT at > 0 lb/day and PM2.5 is a subset of PM10, BACT for PM2.5 will be triggered whenever BACT is triggered for PM10. Therefore, BACT for PM2.5 will be set to be the same as for PM10. C. SELECTION OF BACT: Small emitter BACT (< 10 lb/day) for a stationary concrete recycling operation is the following: BACT FOR STATIONARY CONCRETE RECYCLING (< 10 LB PM10, PM2.5/DAY) Pollutant Standard Source VOC NA NA NOx NA NA SOx NA NA PM10 PM2.5 Baghouse serving crusher(s), water sprays at other material transfer points, use of water spray equipment on stockpiles and compliance with the latest opacity requirements of 40 CFR Subpart OOO Baghouse serving crusher(s), water sprays at other material transfer points, use of water spray equipment on stockpiles and compliance with the latest opacity requirements of 40 CFR Subpart OOO CO NA NA SCAQMD, EPA SCAQMD, EPA

BACT Determination Concrete Recycling January 11, 2018 Page 9 of 8 REVIEWED BY: DATE: APPROVED BY: DATE:

Attachment A Review of BACT Determination BACT Template Version 071315

BACT Template Version 071315

Attachment B EPA Method 9 Test Results for Concrete Recycling Operations BACT Template Version 071315

BACT Template Version 071315

Attachment Cost-Effectiveness Analysis BACT Template Version 071315

BACT Template Version 071315