A21. Combined Synopsis Solicitation.pdf

US Army Corps of Engineers St. Louis District

Chain of Rocks Relief Well Pumping Test,Rehabilitations and Abandonments

USARMY ENGR DIST ST LOUIS

1222 Spruce Street Saint Louis, MO 63103

COMBINED SYNOPSIS

& SOLICITATION

W912P923R0070

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Federal Acquisition Regulation (FAR) Subpart 12.6, "Streamlined Procedures for Evaluation and Solicitation for Commercial Items," as supplemented with additional information included in this notice.

This announcement constitutes the only solicitation; quotes are being requested and a written solicitation will not be issued.

Solicitation Number: W912P923R0070

This solicitation is issued as a Request for Quotation.

Solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2023-04.

This solicitation is set-aside for total small businesses associated with North American Industrial Classifications System (NAICS) code 213115, size standard $8,000,000.00.

Please provide a completed copy of the provision at 52.212-3, Offeror Representations and Certifications

– Commercial Items with your offer.

CAGE Code: ______________________ UEI Code: ______________________

Offeror Name: ___________________________________________________________

Offeror Signature: ________________________________________________________

Date of Offer: _____________________

Submit offer to Michelle Person, Contract Specialist, 314-331-8506, via email at michelle.r.person@usace.army.mil by 10:00am CST, 14 September 2023.

Contracting Officer JD Warby

STATEMENT OF WORK

SCOPE OF WORK

Chain of Rocks Relief Well Pumping Tests, Rehabilitations, and Abandonments

Chain of Rocks Levee, Madison County, Illinois

1. SCOPE. Unless otherwise noted, all work summarized in this memorandum are the responsibility of the Professional Drilling Services Provider (PDSP). The purpose of this work is to perform single pumping tests on 129 relief wells (28 stainless steel and 101 wood stave), well sealing and abandonments of 34 wood stave relief wells, and well rehabilitations of 2 stainless steel relief wells. The Contractor shall submit all fieldnotes and testing reports both digitally and by mail at the end of the task order.

2. LOCATION. The work is located along the Chain of Rocks Levee District, as indicated on the plates following this scope.

3. REFERENCES. Follow the latest versions of these references:

3.1 U.S. Army Corps of Engineers.

EM 385-1-1 Safety and Health Requirements Manual

EM 1110-2-1914 Design, Construction, and Maintenance of Relief Wells

Standard Operating Procedure: Inspection, Maintenance and Mechanical Rehabilitation of Relief Wells dated 3 March 2023

4. GENERAL.

4.1 All work under this task order shall be performed in accordance with the requirements specified in the referenced applicable publications and this Scope of Work. Any proposed deviations to these requirements shall be submitted to the Contracting Officer for review and approval. As-builts of relief wells will be provided upon request after award.

4.2 The right-of-entry needed for the work to be performed under this scope of work will be furnished by the Government. Prior to beginning any work, the Contractor shall contact the River's Project Office to coordinate their work effort and for gate access.

4.3 Access to sites to include clearing of overgrowth, brush or trees, and repair of damage to exploration sites necessitated by access and/or the process shall be part of the requirements.

4.4 The PDSP is authorized to work overtime on this Task Order and shall include overtime hours in their proposal.

4.5 RIVER LEVELS. Prior to mobilization, the Contractor shall monitor river gage to evaluate the likelihood of appropriate conditions for pump testing. Based on past contracts, favorable pump testing conditions start when the STL gage reads 10. The most optimal pump testing conditions have been when the STL gage is 15 and above. The appropriate gage to monitor for the project area is river gage station USGS 07010000. Data relating to river stages, soundings and flow may be obtained by calling the St. Louis District Corps of Engineers Water Control

Management Office at either 314-331-8342 or 800-432-1208. Gage data can be tracked at the following websites:

• https://waterdata.usgs.gov/usa/nwis/uv?07010000

• https://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gage=eadm7

• http://mvs-wc.mvs.usace.army.mil

4.6 COORDINATION AND CLEANUP OF WORK SITES. The Contractor shall coordinate with the Government prior to mobilizing to the site.

4.7 CLEANUP OF REHAB SITE. During the progress of the work, the PDSP shall clean the work area daily to prevent the accumulation of trash and debris. Additionally, the PDSP shall, upon completing rehab operations, clean up all scrap, oil, or other waste generated during the work; backfill of all excavations, removal of all cribbing or drilling pads, and access roads, resulting from operations; and as much as reasonably possible, return the work sites, access roads, parking lots, and the overall site to its original condition by grading, dressing and providing replacement soil and vegetation for all disturbed areas.

4.8 Upon locating a well in the field, Contractor must verify the number on the well lids before commencing any work on it. Should the numbers on the lids not match what is on this Scope of Work, the discrepancy will be referred to Contracting Officer's Representative (COR) for instructions before proceeding to begin work on that well.

4.9 WOOD STAVE WELL REQUIREMENTS. Relief Wells installed by USACE between 1950-1970 are generally constructed of creosote-impregnated wood stave risers and screens. Table 1, 2, and 3 detail which type of material was used in constructing each relief well. Existing wood stave relief wells may contain free-standing creosote. All wood stave wells shall be treated for free-standing creosote using a low-flow, closed-loop filtration system prior to any testing or abandonment. The filtration system will be provided by the Contractor. In addition, the contractor shall provide filters and activated carbon for the filtration system. The contractor will be required to perform testing and proper disposal of waste generated by the filtration process.

5. PUMP TESTING REQUIREMENTS.

5.1 This task order requires that pumping tests be performed on 129 wells (28 stainless steel and 101 wood stave), identified in Table 1. No tests shall be performed if relief wells are flowing.

5.2 PUMP TESTING WOOD STAVE WELLS. Existing wood stave relief wells may contain free standing creosote. All wood stave wells shall be treated for free standing creosote using a low-flow, closed loop filtration system prior to any testing or other down well activity.

A water level indicator or an alternative, accurate means for determining the water level in the wells to the nearest 0.10-foot shall be utilized. Readings shall be taken prior to, after and for the duration of the pumping test, for the intervals indicated in the O&M manual, or other guidance provided by the USACE. The use of a weighted tape shall not be regarded as sufficiently accurate for such measurement. The initial groundwater level should be sufficient to perform the pumping test while maintaining a water level at least 1-foot above the top of the well screen. No pumping test or other down hole activities that could impact water levels shall be performed concurrently on any other relief well within a 500-foot radius of the well being tested.

The depth of each well shall be measured and recorded prior to and following each pump test If at any time the total depth measurement indicates that there is debris in the well, of less than 20 % of the screen length, it shall be removed by bailing or airlifting to within 2 feet of the installed depth. If there is more than 20% of the screen length covered by debris in the well, the data shall be recorded and no further work performed. This data should be reported to the St. Louis District.

5.2.1 PERSONAL PROTECTION AND SAFETY. As a minimum, personnel handling the equipment, water lines, hoses, pumps, and supplies shall wear latex or rubber gloves, eye protection and sleeve protection. Precautions shall be taken prior to entering any confined space with oxygen-depleted environments. Regulations for OSHA 29CFR1910 and U.S. Army Corps of Engineers Safety Manual, EM 385-1-1 entitled 'Safety and Health Requirements Manual', which are applicable to this work, shall be observed and complied with.

5.3 PUMPING TESTING PROCEDURE. Following the bottom cleanout, the depth of each well shall be measured and recorded prior to and following each pumping test. Prior to the start of pumping testing, the Contractor shall provide an accurate means for determining the water level in the wells to the nearest 0.10-foot. The use of a weighted tape shall not be regarded as sufficiently accurate for water level measurement. The submersible pump shall be installed and the testing initiated by pumping continuously for 2 hours. The pumping rate shall be a constant discharge within +/- 5% of the design flow rate as indicated in Table 1. Pumping rate shall be held constant and testing continued until drawdown is stabilized, but at no time shall the water level be closer than 1-foot from the top of the well screen during pumping. If the river and groundwater levels are too low preventing pump testing all relief wells within the period of performance, an extension will be granted at the discretion of the Contracting Officer. No pumping tests shall be performed concurrently on any other relief well within a 500-foot radius. When practical, all discharge shall be directed over the top of the levee and the pipe shall be terminated in a saxophone discharge. Minimum 4 mil thickness plastic shall be placed under the terminus to prevent erosion of the levee slope. Where discharge over the top of the levee cannot be achieved, the flow shall be directed to an appropriate area as determined by the Contracting Officer and in accordance with applicable environmental regulations.

5.4 EQUIPMENT.

5.4.1 PUMPS. Only deep well submersible pumps shall be used for this pumping test. Pump set-up shall include all equipment necessary to power the pump and direct discharge away from the well and prevent ponding at the well for the duration of the test. The pumps shall be capable of producing the design flow of the relief wells at a minimum. Pumps shall be capable of producing the required flow from the wells with static water levels as low as 45-foot below ground surface and maintaining uninterrupted flow for up to 2 hours.

5.4.2 FLOW METERS. A flow meter shall be used to determine flow rates during relief well pumping tests. Flow meters shall be of standard rotating propeller design, compatible with the pumps and water lines, or 4 approved alternatives. All flow meters shall be calibrated prior to the commencement of work, and any time the levee sponsor or contractor has reason to suspect inaccuracy.

The accuracy for rotating propeller design meters should be within 2% of measured flow.

5.4.3 ROSSUM SAND TESTER. A Rossum Sand Content Tester shall be used to evaluate and record the amount of sand and/or material being pumped from the well, in parts per million. The sample shall be collected in the discharge line while the water is in turbulent flow. The sample shall be collected according to the manufacturer's directions. The flow rate through the tester shall be checked during each run. If the flow rate is not as specified by the manufacturer, the test shall be repeated. There shall be a minimum of three readings per two- hour pump test.

5.5 RECORDS. The Contractor shall take and record measurements of the depth of the well, depth to water, and any other significant conditions that may impact the results of the test, prior to and during the pumping test (use WES 796 form attached - Attachment 1). During the test, measurement of depth to water and discharge shall be made by the Contractor at 15- second intervals for the first two (2) minutes, 30 second intervals for the 2-5 minute duration of the test, 1-minute intervals for the 5-15 minute duration of the test, 5-minute intervals for the 15- 50 minute duration of the test, 10-minute intervals for the 50-100 minute duration of the test, and 30-minute intervals for the 1OD-minutes to 2 hours duration of the test. Sanding rate measurements shall be taken at a minimum of 15-minute intervals during the pumping test. The Contractor shall also take measurements to depth of water in an adjacent well immediately upstream and downstream of the pumped well. In addition to the above observations and data, all information on the Pump Test Data Sheet shall be recorded. The Contractor shall furnish a completed copy of the Pumping Test Record for each tested well and the observation well. The pumping test, cleanout and sand infiltration test data shall be reported on the WES 796 form - Attachment 1 and shall include the relief well number and as-built specific capacity

6. RELIEF WELL ABANDONMENT REQUIREMENTS.

6.1 This task order requires the contractor to abandon 34 wood stave relief wells and removal of relief wells surface expressions and outlet works to include the corrugated metal housings and covers, outlet pipes, outlet gates, and concrete slabs., identified in Table 2.

6.2. Abandoned wells shall be sealed in accordance with local, state, and federal regulations.

6.3 Abandoned wells should be sealed to eliminate physical hazards, prevent contamination of groundwater, conserve hydrostatic heads in aquifers, and prevent intermingling of desirable and undesirable waters.

6.4 Prior to abandonment, the Contractor must field verify the number on the well lids with a USACE representative before commencing any work. Discrepancy will be referred to Contracting Officer's Representative (COR) for instructions before proceeding to begin work on that well.

6.5 ABANDONMENT OF WOOD STAVE WELLS. Existing wood stave relief wells may contain free standing creosote. All wood stave wells shall be treated for free standing creosote using a low-flow, closed loop filtration system prior to abandonment.

6.6 ABANDONMENT PROCEDURE. Prior to abandonment, above grade outlet components shall be removed, and the well casing shall be removed to 3 ft below grade unless otherwise approved by the contracting officer.

6.6.1 SEALING. Fill the screened area with chlorinated gravel to approximately 20 ft below ground surface, place 2 ft of bentonite chips and hydrate, and seal the remainder with neat cement grout with 3-5% bentonite. The grout shall consist of a mixture of type 1 Portland cement, powder bentonite, and water in the proportion of no more than 6 gallons of water per 94-pound bag of cement. The bentonite powder proportion shall be 3-5% (by dry weights) of the cement proportion and shall be hydrated prior to mixing with the cement. The grout tremie pipe shall be placed to the bottom of the open area and withdrawn during grout placement, but the end of the grout pipe shall always remain embedded at least 2-feet below the surface of the grout mixture. Any wells left open overnight shall be covered to prevent injury to personnel and to minimize the potential for any surface drainage. Any backfilled holes that show evidence of grout shrinkage or settlement shall be re-grouted within 24 hours to bring the top of grout to within 6 inches of the prevailing ground surface. The top 6 inches of the well abandonment shall be backfilled with topsoil and seeded.

6.7 RECORDS. The Contractor shall record location geographic coordinates of the relief well, date, time, and quantity of materials used.

7. MECHANICAL REHABILITATION REQUIREMENTS.

7.1 This task order requires mechanical rehabilitation to be performed on 2 stainless steel relief wells, identified in Table 3.

7.2 If at any time, the Contractor is concerned that damage to the well has occurred, all work shall cease, all data shall be recorded, and the St. Louis District Contracting Officer shall be notified immediately.

7.3 Rehabilitation of relief wells shall be in accordance with local, state, and federal regulations.

7.4 MECHANICAL REHABILITATION PROCEDURE.

7.4.1 There are several options for mechanical rehabilitation of the wells, which may breakup, or loosen biofouling or mineral incrustation, thereby improving the capacity and efficiency of the well.

Mechanical rehabilitation can be an aggressive procedure and should only be undertaken by experienced personnel. Any single or combination of mechanical rehabilitation methods may be used to treat wells.

Periodically during mechanical rehabilitation, total depth measurements shall be taken and recorded to the nearest 0.10 foot. No less than 3 measurements should be taken per rehabilitation cycle. The time and total depth measurement shall be recorded and reported. This is to confirm that the well screen has not been breached or damaged and to ensure the filter pack or aquifer is not impacting the total depth of the well. If at any time there is concern that damage to the well has occurred, all work shall cease, all data shall be recorded, and the Contracting Officer shall be notified immediately. Following any mechanical rehabilitation, a total depth measurement should be taken. Any debris brought into the well by this action, should be removed by airlifting or bailing. In addition, a post-rehab pump test should be completed to gauge the effectiveness of the mechanical rehabilitation. The post- rehabilitation pump test shall conform to the requirements as specified in 5.1, above.

7.4.2 BRUSHING. Brushing of the interior of the well from the riser thru the screened sections is often employed as a 'pre' treatment to mechanical rehabilitation. Brushing consists of attaching a stiff poly or nylon brush to drill pipe or surge block and brushing the interior of the well. It is recommended that brushing be accomplished in small sections, to ensure thorough cleaning of the interior of the well.

Brushing can be employed prior to any of the other mechanical rehabilitation methods.

7.4.3 SURGE BLOCK. The surge block method works similarly to the pump surge method but applies the surging action to a particular section of well screen at a time. This method is typically combined with brushing of the interior of the well with a stiff nylon brush, usually attached to the bottom of the surge block. The surge block shall be operated by equipment capable of varying speeds over the full depth of the wells. The equipment shall be capable of traversing and maintaining the velocity of surge block travel in the wells at a rate between 1 to 1-1/2 feet per second in both down and up direction. A solid surge block shall not be used.

Determine the depths to the screen section to be treated, typically between 5 and 10 feet in length. The surge block shall be allowed to free fall through the screened section being treated. At no time shall the surge block be allowed to free-fall and strike the bottom of the well. The surge block shall then be raised to its original position. Repeat for a period of 30 minutes and for each treated section of screen.

7.4 REPORTS. The mechanical rehabilitation, and pre- and post- pumping test shall be reported in the forms included as Attachment 2 of this SOP and a summary tabulation of results of the work shall be provided to the Contracting Officer.

8. RECORDS.

8.1 Results are to be furnished to the Contracting Officer in a neat and coherent format upon completion of the work.

8.2 The presence of a Government inspector or the keeping of separate pump test records by the Contracting Officer shall not relieve the Contractor of the responsibility for the work specified in this scope of work. Payment will not be made for any work for which the Contractor has not furnished the required records.

9. ORDER AND COORDINATION OF WORK. All work under this task order shall be completed no later than 180 days after notice to proceed. Other than the time element, the PDSP shall perform the work in a manner that best suits their capabilities.

9.1 Onsite contractor personnel shall coordinate with the POC listed below for site of entry.

All work efforts shall be coordinated with landowners or an authorized representative. This work shall be completed no later than 365 days after Notice to Proceed. The contractor shall perform the work in a manner that best suits their capabilities. Overtime is authorized for the performance of this task order.

10. POINTS OF CONTACT.

• Rivers Project Office:

Matt Chilibec matthew.j.chilibec@usace.army.mil (636) 899-0055 (office)

(636) 288-8615 (mobile)

• Technical POC:

Jorge Marti Mendoza, Geotechnical Engineer jorge.a.marti-mendoza@usace.army.mil

(314) 331-8345 (office)

• Contracting Officer's Representative (COR):

Caitlin Sloan caitlin.e.sloan@usace.army.mil

(314) 331-8115 (office)

(618) 780-5570 (mobile)

11. DELIVERABLES. All field notes and field test reports (i.e., WES Form 97) shall be furnished in electronic copy. Physical records shall also be submitted at the end of the POP. No formal data report is required.

12. MEASUREMENT AND PAYMENT.

12.1 PUMPING TESTS. Payment for pumping tests will be made at the applicable contract unit price per day. (one day = 8 hours) Pumping tests shall include all equipment, labor, and materials as specified in the Contract to perform continuous pumping tests as outlined by the scope of work.

12.2 RELIEF WELL ABANDONMENT. Payment for Relief Well Abandonment will be made at the contract unit price (EACH) per relief well abandonment, which price and payment shall constitute full compensation for the costs of all labor, equipment, and materials required to perform work as specified the SOW. Payment for relief well abandonment, relief well outlet works removal, and surface expression removals shall be included within this bid item and shall follow the abandonment process as outlined in the SOW.

12.3 RELIEF WELL REHABILITATION. Payment for Rehabilitation will be made at the applicable contract unit price per day. Pumping tests shall include all equipment, labor, and materials as specified in the Contract to perform relief well Rehabilitation as outlined by the scope of work.

13. GENERAL SECURITY REQUIREMENTS AND GUIDANCE: The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative.

Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or b3ct9jdw Highlight procedures.

13.1 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g., iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

13.2 Antiterrorism (AT) Level I training: All contract personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training. Online AT Level I awareness training is available at https://jko.jten.mil/ (website subject to change).

13.3 Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location.

Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”).

Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed.

Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

13.4 Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

Table 1: Relief Wells to be Pump Tested.

Relief Well Station Longitude Latitude Installation

Date Installation

Depth

Target Flow (gpm)

Wood Stave or Stainless

Steel RW-001 48+51 -90.17839945 38.69742305 9/13/1952 62.7 533 ws RW-002 49+21 -90.17873935 38.69754755 9/12/1952 62.3 500 ws RW-003 49+66 -90.17904475 38.69746765 9/11/1952 61.7 500 ws RW-004 51+21 -90.17919215 38.69756585 9/12/1952 61.4 500 ws RW-005 50+14 -90.17897705 38.69772045 9/11/1952 62.9 500 ws

RW-008 76+40 -90.17812105 38.70213875 9/10/1952 61.8 500 ws RW-009 77+80 -90.17748775 38.70229765 9/9/1952 61.9 500 ws RW-011 80+60 -90.17669625 38.70282915 9/8/1952 61.8 500 ws RW-012 82+00 -90.17609375 38.70299835 9/8/1952 60.9 500 ws RW-013 83+40 -90.17567755 38.70325785 9/6/1952 61.3 500 ws RW-014 84+65 -90.17532505 38.70349685 9/5/1952 60.4 500 ws RW-015 86+20 -90.17501905 38.70384905 9/6/1952 60.5 500 ws RW-018 91+35 -90.17449795 38.70524385 4/10/1952 75.9 500 ws RW-019A 92+00 -90.17433265 38.70556585 9/19/1996 71.4 500 ss RW-021 97+40 -90.17345185 38.70668005 4/2/1952 73.4 500 ws RW-022 99+50 -90.17309655 38.70719585 4/1/1952 74.2 500 ws RW-023 101+85 -90.17266995 38.70774785 3/31/1952 76.6 500 ws RW-024 103+70 -90.17237265 38.70819175 3/26/1952 76.0 500 ws RW-025 105+80 -90.17199145 38.70868885 3/25/1952 76.3 500 ws RW-033A 122+14 -90.16912195 38.71272185 9/16/1996 75.4 466 ss RW-035 126+80 -90.16834305 38.71369455 4/11/1952 74.4 500 ws

RW-037A

(1996)

131+55 -90.16771900 38.71460000 9/17/1996 70.0 525 ss

RW-037A

(2000)

130+09 -90.16794200 38.71526600 11/1/2000 80.5 350 ss RW-040XX 138+19 -90.16662035 38.71715125 11/7/2000 71.9 494 ss RW-040 138+50 -90.16662065 38.71741255 4/17/1952 69.0 500 ws

RW-041A 140+19 -90.16672405 38.71766415 11/8/2000 72.5 427 ss RW-041X 142+65 -90.16690175 38.71817715 11/10/2000 82.2 464 ss RW-045 151+00 -90.16477355 38.71974815 4/22/1952 68.4 500 ws RW-047 154+98 -90.16457595 38.72091245 3/24/1952 69.9 500 ws RW-050 158+50 -90.16404105 38.72179465 4/24/1952 65.0 500 ws RW-051 159+75 -90.16384155 38.72209435 4/25/1952 65.5 500 ws RW-052R 161+12 -90.16359500 38.72241900 70.5 500 ss

RW-055R 164+91 -90.16293600 38.72332600 80.5 500 ss RW-057 167+25 -90.16253235 38.72388165 6/18/1952 53.5 500 ws RW-058 168+50 -90.16231245 38.72417465 6/19/1952 55.2 500 ws RW-059 169+75 -90.16209645 38.72447405 6/20/1952 54.3 500 ws RW-063 174+75 -90.16121705 38.72566545 6/24/1952 57.0 500 ws RW-065 177+25 -90.16079025 38.72626115 6/25/1952 55.2 500 ws RW-066 178+50 -90.16057295 38.72656275 6/25/1952 56.5 500 ws RW-067 179+75 -90.16035795 38.72686185 6/26/1952 56.0 500 ws RW-068 181+00 -90.16015125 38.72715695 6/26/1952 59.7 500 ws RW-069 182+25 -90.15993935 38.72744395 6/27/1952 56.5 500 ws RW-072 187+50 -90.15901485 38.72871985 6/30/1952 66.1 500 ws RW-076 193+50 -90.15797445 38.73013775 7/2/1952 62.0 500 ws RW-110 244+40 -90.14912145 38.74226995 5/20/1955 57.4 500 ws RW-112 247+50 -90.14858565 38.74301205 8/13/1952 61.4 500 ws RW-113 249+00 -90.14832035 38.74336955 8/12/1952 68.6 500 ws RW-114 250+50 -90.14805935 38.74372585 8/12/1952 70.8 500 ws RW-115 252+00 -90.14780755 38.74408065 8/11/1952 71.5 500 ws RW-116 253+50 -90.14753755 38.74444255 8/9/1952 64.8 500 ws RW-117 255+00 -90.14727475 38.74480855 8/9/1952 64.7 500 ws RW-118 256+50 -90.14702125 38.74515185 8/8/1952 71.5 500 ws RW-119 258+00 -90.14676425 38.74553135 8/8/1952 69.3 500 ws RW-121 261+00 -90.14614935 38.74619195 8/7/1952 74.7 500 ws RW-122 262+50 -90.14580985 38.74652275 8/6/1952 71.9 500 ws RW-123 264+00 -90.14551525 38.74684975 8/5/1952 70.6 500 ws RW-124 265+50 -90.14521995 38.74724055 8/5/1952 66.9 500 ws RW-131 271+00 -90.14430375 38.74850985 7/30/1952 60.0 500 ws RW-133 272+15 -90.14430791 38.74890705 7/31/1952 57.0 500 ws RW-134 273+00 -90.14367171 38.74887786 7/25/1952 60.0 500 ws

RW-135 274+00 -90.14332461 38.74905381 7/28/1952 60.0 500 ws RW-139 279+50 -90.14298805 38.75063215 7/24/1952 64.0 500 ws RW-141 282+50 -90.14249365 38.75134265 5/12/1952 63.0 500 ws

RW-142 307+50 -90.13820255 38.75738645 8/22/1952 73.0 500 ws RW-143 308+60 -90.13803445 38.75763765 8/20/1952 75.6 500 ws RW-144 309+70 -90.13784355 38.75790515 8/22/1952 76.0 500 ws RW-146 316+90 -90.13673835 38.75966545 8/23/1952 69.0 500 ws RW-147 319+40 -90.13629595 38.76025895 8/25/1952 69.0 500 ws RW-148 321+90 -90.13585955 38.76084905 8/25/1952 69.0 500 ws RW-149 324+40 -90.13542145 38.76144465 8/26/1952 69.0 500 ws RW-150 326+90 -90.13499975 38.76205585 8/26/1952 69.0 500 ws RW-151 329+40 -90.13457055 38.76264725 8/27/1952 69.0 500 ws RW-152 331+90 -90.13413045 38.76323695 8/27/1952 69.0 500 ws RW-153 334+40 -90.13369475 38.76383415 8/28/1952 69.0 500 ws RW-154 336+90 -90.13325205 38.76442665 8/28/1952 69.0 500 ws RW-155 340+00 -90.13270715 38.76515615 8/29/1952 69.0 500 ws RW-156A 346+00 -90.13159885 38.76653775 4/10/1964 62.6 500 ws RW-156B 347+10 -90.13071200 38.76653500 4/16/1964 70.0 500 ws RW-160 351+80 -90.13021345 38.76791075 6/14/1952 71.5 500 ws RW-161 354+00 -90.12997165 38.76850405 6/13/1952 73.6 500 ws RW-162 356+50 -90.12952015 38.76914595 6/13/1952 72.4 500 ws RW-163 359+00 -90.12916705 38.76979645 6/12/1952 73.1 500 ws RW-164 361+50 -90.12853855 38.77034235 6/11/1952 70.7 500 ws RW-165 364+00 -90.12818055 38.77100715 6/10/1952 71.6 500 ws RW-167 369+00 -90.12784905 38.77245075 6/6/1952 73.6 500 ws RW-168 371+50 -90.12752465 38.77308135 6/5/1952 70.5 500 ws RW-170 386+75 -90.12571675 38.77711315 5/14/1952 73.4 500 ws

RW-171 389+00 -90.12531095 38.77765565 5/15/1952 74.0 500 ws RW-172 391+25 -90.12501485 38.77822945 5/15/1952 73.7 500 ws RW-173 393+50 -90.12475965 38.77881395 5/16/1952 75.4 500 ws RW-174 395+75 -90.12440565 38.77936325 5/16/1952 72.2 500 ws RW-175 397+10 -90.12428825 38.77973125 5/17/1952 71.4 500 ws RW-176 398+45 -90.12410975 38.78007565 5/19/1952 71.4 500 ws RW-177 399+80 -90.12394965 38.78042625 5/20/1952 71.6 500 ws RW-178 401+15 -90.12377665 38.78077235 5/21/1952 71.7 500 ws RW-179 402+50 -90.12361155 38.78111985 5/22/1952 71.3 500 ws RW-181 406+35 -90.12314615 38.78211385 5/23/1952 79.6 500 ws RW-182 413+85 -90.12222475 38.78403965 5/24/1952 73.0 500 ws RW-183 415+50 -90.12207285 38.78446555 5/26/1952 78.5 500 ws RW-184 417+15 -90.12186225 38.78489605 5/26/1952 72.5 500 ws RW-185 418+80 -90.12165175 38.78531625 5/27/1952 72.1 500 ws

RW-186 420+45 -90.12146065 38.78574415 5/27/1952 71.3 500 ws RW-187 422+10 -90.12124375 38.78616415 5/28/1952 72.6 500 ws RW-189 425+40 -90.12084015 38.78700875 5/29/1952 72.4 500 ws RW-192 430+35 -90.12029645 38.78830825 5/30/1952 73.9 500 ws RW-193 432+00 -90.12007635 38.78872545 5/31/1952 73.8 500 ws RW-194 433+65 -90.11990145 38.78916345 6/2/1952 78.4 500 ws RW-196 438+65 -90.11917715 38.79043585 8/19/1952 80.8 500 ws RW-197 441+15 -90.11864255 38.79105495 8/20/1952 77.5 500 ws

-208 507+00 -90.10305783 38.80309620 2/17/2001 95.2 500 ss RW-209 507+50 -90.10281942 38.80331396 2/13/2001 97.2 500 ss RW-210 508+70 -90.10259454 38.80355673 2/12/2001 96.2 500 ss RW-213 512+00 -90.10201345 38.80427365 2/7/2001 87.2 500 ss RW-234 312+58 -90.13745075 38.75846605 4/7/2005 93.0 500 ss

RW-240 329+00 -90.13478865 38.76235495 3/29/2005 81.0 500 ss RW-254 148+50 -90.16635000 38.71963000 4/19/2010 68.2 500 ss RW-255 149+00 -90.16626000 38.71975000 4/14/2010 67.3 499 ss RW-322 196+15 -90.15726974 38.73062257 4/2/2013 69.9 420 ss RW-323 197+25 -90.15707381 38.73090418 4/1/2013 75.7 513 ss RW-324 198+34 -90.15686756 38.73118483 3/29/2013 75.6 526 ss RW-336 207+19 -90.15536667 38.73321667 3/15/2013 70.9 533 ss RW-341 213+00 -90.15426702 38.73475159 2/14/2012 68.0 500 ss RW-346 220+50 -90.15293664 38.73658988 2/27/2012 64.0 300 ss RW-347 222+00 -90.15263006 38.73702715 2/29/2012 74.0 487 ss RW-351 226+95 -90.15191001 38.73799124 2/27/2013 70.8 351 ss RW-357 230+75 -90.15122858 38.73892084 2/14/2013 75.8 540 ss RW-358 231+68 -90.15103238 38.73919714 2/13/2013 85.6 543 ss RW-361 234+89 -90.15056667 38.73995000 2/8/2013 75.7 516 ss

Table 2: Relief Wells to be Abandoned.

Relief Well

Station

Longitude

Latitude

Installation Date

Installation Depth

Wood Stave or Stainless

Steel

RW-010 79+20 -90.17720925 38.70258455 9/9/1952 68.3 ws RW-017 89+00 -90.17480545 38.70487825 4/10/1952 74.7 ws RW-019 93+20 -90.17419555 38.70569135 4/9/1952 75.5 ws RW-029 114+50 -90.17042505 38.71064475 9/2/1952 70.5 ws RW-033 122+60 -90.16906315 38.71268815 9/4/1952 72.9 ws RW-037 131+00 -90.16740800 38.71460000 4/15/1952 69.2 ws RW-048 156+00 -90.16438563 38.72118124 4/23/1952 64.5 ws RW-049 157+25 -90.16426000 38.72149400 4/23/1952 64.7 ws RW-052 161+00 -90.16361515 38.72238825 4/25/1952 64.5 ws RW-053 162+25 -90.16339325 38.72268475 4/26/1952 64.5 ws RW-055 164+75 -90.16295915 38.72328615 6/17/1952 55.5 ws RW-056 166+00 -90.16276355 38.72358565 6/18/1952 55.5 ws RW-060 171+00 -90.16186885 38.72477355 6/20/1952 56.0 ws RW-062 173+50 -90.16143425 38.72536575 6/23/1952 58.4 ws RW-064 176+00 -90.16100025 38.72596275 6/24/1952 55.0 ws RW-070 184+50 -90.15953805 38.72800645 6/28/1952 64.7 ws RW-071 186+00 -90.15928055 38.72835565 6/30/1952 61.6 ws RW-073 189+00 -90.15875545 38.72907755 7/1/1952 60.8 ws RW-075 192+00 -90.15822825 38.72979045 7/2/1952 61.3 ws RW-111 246+00 -90.14884555 38.74265545 8/13/1952 58.9 ws RW-120 259+50 -90.14648065 38.74587265 8/7/1952 72.5 ws RW-127 268+00 -90.14467075 38.74784107 8/4/1952 66.0 ws RW-128 268+73 -90.14438115 38.74787466 8/2/1952 67.0 ws RW-129 269+00 -90.14466435 38.74805425 8/1/1952 60.0 ws RW-137 276+50 -90.14351839 38.74992128 4/30/1952 65.0 ws

RW-138 278+00 -90.14325440 38.75027379 7/23/1952 64.0 ws RW-140 281+00 -90.14272395 38.75098635 7/24/1952 63.0 ws RW-166 366+50 -90.12781600 38.77166300 6/9/1952 71.3 ws RW-169 374+00 -90.12717175 38.77375925 6/3/1952 71.9 ws RW-180 403+85 -90.12344755 38.78146725 5/23/1952 71.7 ws RW-188 423+75 -90.12103385 38.78658535 5/28/1952 72.6 ws RW-190 427+05 -90.12065775 38.78739495 5/29/1952 72.5 ws RW-191 428+70 -90.12045875 38.78786675 5/30/1952 73.3 ws RW-195 436+15 -90.11957409 38.78979024 8/19/1952 80.4 ws

Table 3: Relief Wells to be Rehabilitated.

Relief Well

Station

Longitude

Latitude

Date

Depth

Target Flow (gpm)

Wood Stave or Stainless Steel

RW-195A 433+65 -90.11958171 38.78977331 12/8/2000 88.1 500 ss ss

RW-214 50+50 -90.17961961 38.69779630 11/11/2002 62.2 329

RELIEF WELL PUMPING TEST REPORT

PROJECT:

LEVEE

DISTRICT:

LOCATION

(STA):

ELEV TOP

OF RISER:

WELL NO:

DATE:

TIME

TEST STARTED:

TIME

TEST COMPLETED:

ELAPSED

TIME

MINUTES

DEPTH TO

WATER

DRAWDOWN

IN FEET

FLOW

IN GPM

ELAPSED

TIME

MINUTES

DEPTH

TO WATER

DRAWDOWN

IN FEET

FLOW

IN GPM

SAND INFILTRATION TEST

DEPTH OF WELL: DEPTH TO SAND

IN WELL BEFORE TEST:

SAND IN WELL

BEFORE TEST:

TEST

NO.

DEPTH

TO

SAND

(FT)

SAND

IN

WELL

(PTS)

GAIN OR

LOST OF

SAND IN

WELL (PTS)

SAND

PUMPED

OUT OF

WELL (PTS)

TOTAL INFLOW

OFSANDINTO

WELL (PTS)

LENGTH

OF TEST

(MIN)

RATE OF SAND

INFILTRATION

(PTS. HR)

DEPTH TO SAND IN

WELL AFTER TEST:

SAND IN WELL

AFTER TEST:

SAND IN WELL

AFTER CLEANING:

REMARKS:

WES FORM 796

MAR '53

REVISED OCT '53 INSPECTOR

Sand Infiltration Test

PROJECT:

JOB

LOCATION:

JOB#:

CLIENT:

PUMP TEST START TIME:

WELL#:

WELL DEPTH (ft):

OPERATOR:

INSPECTOR:

DATE:

TEST# TIME

(min) (start/stop)

FLOW METER

READING (FLOW)

(start/stop)

PUMPING

RATE

(gpm)

LENGTH

OF TEST

(min)

OUTLET

VALVE

FLOW (GPM)*

ROSSUM

READING

ml

SANDING

RATE

ml/min

CONVERSION

FACTOR

RATE* 528

SANDING

RATE

(ppm)

* Outlet valve should be calibrated to 0.5 GPM Maximum Allowable sanding rate is 1pt/ 25000 gal ~ 5ppm (parts per million)

If sanding rate exceeds specifications, describe measures taken between tests:

WAGE DETERMINATION

"REGISTER OF WAGE DETERMINATIONS UNDER | U.S. DEPARTMENT OF LABOR

THE SERVICE CONTRACT ACT | EMPLOYMENT STANDARDS ADMINISTRATION

By direction of the Secretary of Labor | WAGE AND HOUR DIVISION

| WASHINGTON D.C. 20210

| Wage Determination No.: 2015-5075

Daniel W. Simms Division of | Revision No.: 24 Director Wage Determinations| Date Of Last Revision: 07/12/2023

Note: Contracts subject to the Service Contract Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

|If the contract is entered into on or |Executive Order 14026 generally applies to | |after January 30, 2022, or the |the contract. | |contract is renewed or extended (e.g., |The contractor must pay all covered workers | |an option is exercised) on or after |at least $16.20 per hour (or the applicable | |January 30, 2022: |wage rate listed on this wage determination,| | |if it is higher) for all hours spent | | |performing on the contract in 2023. | |If the contract was awarded on or |Executive Order 13658 generally applies to | |between January 1, 2015 and January 29,|the contract. | |2022, and the contract is not renewed |The contractor must pay all covered workers | |or extended on or after January 30, |at least $12.15 per hour (or the applicable | |2022: |wage rate listed on this wage determination,| | |if it is higher) for all hours spent | | |performing on the contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the Executive Orders is available at www.dol.gov/whd/govcontracts.

States: Illinois, Missouri

Area: Illinois Counties of Bond, Calhoun, Clinton, Jersey, Madison, Monroe, St Clair Missouri Counties of Franklin, Jefferson, Lincoln, St Charles, St Louis, St Louis City, Warren

**Fringe Benefits Required Follow the Occupational Listing**

OCCUPATION CODE - TITLE FOOTNOTE

RATE

01000 - Administrative Support And Clerical Occupations

01011 - Accounting Clerk I 17.59 01012 - Accounting Clerk II 19.76 01013 - Accounting Clerk III 22.10 01020 - Administrative Assistant 29.02 01035 - Court Reporter 30.70 01041 - Customer Service Representative I 15.00*** 01042 - Customer Service Representative II 16.36 01043 - Customer Service Representative III 18.38 01051 - Data Entry Operator I 14.97***

01052 - Data Entry Operator II 16.33

01060 - Dispatcher, Motor Vehicle 23.00 01070 - Document Preparation Clerk 16.85 01090 - Duplicating Machine Operator 16.85 01111 - General Clerk I 14.86*** 01112 - General Clerk II 16.21 01113 - General Clerk III 18.21 01120 - Housing Referral Assistant 22.10 01141 - Messenger Courier 15.72*** 01191 - Order Clerk I 18.01 01192 - Order Clerk II 19.65 01261 - Personnel Assistant (Employment) I 17.81 01262 - Personnel Assistant (Employment) II 19.92 01263 - Personnel Assistant (Employment) III 22.21 01270 - Production Control Clerk 25.31 01290 - Rental Clerk 17.64 01300 - Scheduler, Maintenance 17.71 01311 - Secretary I 17.71 01312 - Secretary II 19.82 01313 - Secretary III 22.10 01320 - Service Order Dispatcher 20.57 01410 - Supply Technician 29.02 01420 - Survey Worker 19.05 01460 - Switchboard Operator/Receptionist 15.91*** 01531 - Travel Clerk I 19.15 01532 - Travel Clerk II 20.53 01533 - Travel Clerk III 21.88 01611 - Word Processor I 15.93*** 01612 - Word Processor II 17.88 01613 - Word Processor III 20.14

05000 - Automotive Service Occupations 05005 - Automobile Body Repairer, Fiberglass 24.44 05010 - Automotive Electrician 22.70 05040 - Automotive Glass Installer 21.62 05070 - Automotive Worker 21.62 05110 - Mobile Equipment Servicer 18.65 05130 - Motor Equipment Metal Mechanic 23.70 05160 - Motor Equipment Metal Worker 21.62 05190 - Motor Vehicle Mechanic 23.70 05220 - Motor Vehicle Mechanic Helper 17.01 05250 - Motor Vehicle Upholstery Worker 20.14 05280 - Motor Vehicle Wrecker 21.62 05310 - Painter, Automotive 22.70 05340 - Radiator Repair Specialist 21.62 05370 - Tire Repairer 17.55 05400 - Transmission Repair Specialist 23.70

07000 - Food Preparation And Service Occupations 07010 - Baker 15.16*** 07041 - Cook I 13.74*** 07042 - Cook II 15.93*** 07070 - Dishwasher 12.75*** 07130 - Food Service Worker 13.01*** 07210 - Meat Cutter 17.31 07260 - Waiter/Waitress 11.95***

09000 - Furniture Maintenance And Repair Occupations 09010 - Electrostatic Spray Painter 22.43 09040 - Furniture Handler 14.00*** 09080 - Furniture Refinisher 21.82 09090 - Furniture Refinisher Helper 16.55 09110 - Furniture Repairer, Minor 19.36

09130 - Upholsterer 22.61 11000 - General Services And Support Occupations

11030 - Cleaner, Vehicles 13.77*** 11060 - Elevator Operator 14.92*** 11090 - Gardener 23.30 11122 - Housekeeping Aide 14.92*** 11150 - Janitor 14.92*** 11210 - Laborer, Grounds Maintenance 17.13 11240 - Maid or Houseman 13.63*** 11260 - Pruner 15.06*** 11270 - Tractor Operator 21.25 11330 - Trail Maintenance Worker 17.13 11360 - Window Cleaner 16.97

12000 - Health Occupations

12010 - Ambulance Driver 20.10 12011 - Breath Alcohol Technician 22.77 12012 - Certified Occupational Therapist Assistant 29.99 12015 - Certified Physical Therapist Assistant 29.89 12020 - Dental Assistant 21.37 12025 - Dental Hygienist 37.25 12030 - EKG Technician 29.19 12035 - Electroneurodiagnostic Technologist 29.19 12040 - Emergency Medical Technician 20.10 12071 - Licensed Practical Nurse I 20.36 12072 - Licensed Practical Nurse II 22.77 12073 - Licensed Practical Nurse III 25.39 12100 - Medical Assistant 18.09 12130 - Medical Laboratory Technician 23.71 12160 - Medical Record Clerk 20.99 12190 - Medical Record Technician 23.47 12195 - Medical Transcriptionist 19.95 12210 - Nuclear Medicine Technologist 38.86 12221 - Nursing Assistant I 12.10*** 12222 - Nursing Assistant II 13.60*** 12223 - Nursing Assistant III 14.84*** 12224 - Nursing Assistant IV 16.67 12235 - Optical Dispenser 17.37 12236 - Optical Technician 18.93 12250 - Pharmacy Technician 17.99 12280 - Phlebotomist 18.08 12305 - Radiologic Technologist 29.52 12311 - Registered Nurse I 26.36 12312 - Registered Nurse II 30.84 12313 - Registered Nurse II, Specialist 30.84 12314 - Registered Nurse III 37.31 12315 - Registered Nurse III, Anesthetist 37.31 12316 - Registered Nurse IV 44.73 12317 - Scheduler (Drug and Alcohol Testing) 28.21 12320 - Substance Abuse Treatment Counselor 23.31

13000 - Information And Arts Occupations

13011 - Exhibits Specialist I 21.90

13012 - Exhibits Specialist II 27.12

13013 - Exhibits Specialist III 33.18

13041 - Illustrator I 21.08

13042 - Illustrator II 26.12

13043 - Illustrator III 31.95

13047 - Librarian 30.04

13050 - Library Aide/Clerk 14.26***

13054 - Library Information Technology Systems 27.12 Administrator

13058 - Library Technician 18.87

13061 - Media Specialist I 19.58

13062 - Media Specialist II 21.90

13063 - Media Specialist III 24.40 13071 - Photographer I 17.96 13072 - Photographer II 20.09 13073 - Photographer III 24.89 13074 - Photographer IV 30.44 13075 - Photographer V 36.83 13090 - Technical Order Library Clerk 17.91 13110 - Video Teleconference Technician 25.54

14000 - Information Technology Occupations

14041 - Computer Operator I 19.58 14042 - Computer Operator II 21.90 14043 - Computer Operator III 24.41 14044 - Computer Operator IV 27.14 14045 - Computer Operator V 30.05 14071 - Computer Programmer I (see 1) 24.21 14072 - Computer Programmer II (see 1)

14073 - Computer Programmer III (see 1)

14074 - Computer Programmer IV (see 1) 14101 - Computer Systems Analyst I (see 1)

14102 - Computer Systems Analyst II (see 1) 14103 - Computer Systems Analyst III (see 1) 14150 - Peripheral Equipment Operator 19.58 14160 - Personal Computer Support Technician 27.14 14170 - System Support Specialist 31.59

15000 - Instructional Occupations

15010 - Aircrew Training Devices Instructor (Non-Rated) 34.92 15020 - Aircrew Training Devices Instructor (Rated) 42.25 15030 - Air Crew Training Devices Instructor (Pilot) 50.64 15050 - Computer Based Training Specialist / Instructor 34.92 15060 - Educational Technologist 33.72 15070 - Flight Instructor (Pilot) 50.64

15080 - Graphic Artist 26.06

15085 - Maintenance Test Pilot, Fixed, Jet/Prop 49.62 15086 - Maintenance Test Pilot, Rotary Wing 49.62 15088 - Non-Maintenance Test/Co-Pilot 49.62 15090 - Technical Instructor 25.46 15095 - Technical Instructor/Course Developer 31.15

15110 - Test Proctor 20.56

15120 - Tutor 20.56

16000 - Laundry, Dry-Cleaning, Pressing And Related Occupations 16010 - Assembler 14.55*** 16030 - Counter Attendant 14.55*** 16040 - Dry Cleaner 16.62 16070 - Finisher, Flatwork, Machine 14.55*** 16090 - Presser, Hand 14.55*** 16110 - Presser, Machine, Drycleaning 14.55*** 16130 - Presser, Machine, Shirts 14.55*** 16160 - Presser, Machine, Wearing Apparel, Laundry 14.55*** 16190 - Sewing Machine Operator 17.31 16220 - Tailor 18.01 16250 - Washer, Machine 15.25***

19000 - Machine Tool Operation And Repair Occupations 19010 - Machine-Tool Operator (Tool Room) 26.27 19040 - Tool And Die Maker 30.63

21000 - Materials Handling And Packing Occupations 21020 - Forklift Operator 22.18

21030 - Material Coordinator 25.31

21040 - Material Expediter 25.31

21050 - Material Handling Laborer 19.18

21071 - Order Filler 15.97***

21080 - Production Line Worker (Food Processing) 22.18

21110 - Shipping Packer 18.70 21130 - Shipping/Receiving Clerk 18.70 21140 - Store Worker I 14.28*** 21150 - Stock Clerk 21.11 21210 - Tools And Parts Attendant 22.18 21410 - Warehouse Specialist 22.18

23000 - Mechanics And Maintenance And Repair Occupations 23010 - Aerospace Structural Welder 41.69 23019 - Aircraft Logs and Records Technician 34.13 23021 - Aircraft Mechanic I 40.15 23022 - Aircraft Mechanic II 41.69 23023 - Aircraft Mechanic III 43.28 23040 - Aircraft Mechanic Helper 28.82 23050 - Aircraft, Painter 38.47 23060 - Aircraft Servicer 34.13 23070 - Aircraft Survival Flight Equipment Technician 38.47 23080 - Aircraft Worker 36.65 23091 - Aircrew Life Support Equipment (ALSE) Mechanic I

36.65

23092 - Aircrew Life Support Equipment (ALSE) Mechanic

II

23110 - Appliance Mechanic

25.07

40.15

23120 - Bicycle Repairer 24.77 23125 - Cable Splicer 43.13 23130 - Carpenter, Maintenance 31.16 23140 - Carpet Layer 31.92 23160 - Electrician, Maintenance 35.94 23181 - Electronics Technician Maintenance I 30.60 23182 - Electronics Technician Maintenance II 32.13 23183 - Electronics Technician Maintenance III 33.54 23260 - Fabric Worker 26.79 23290 - Fire Alarm System Mechanic 31.65 23310 - Fire Extinguisher Repairer 24.77 23311 - Fuel Distribution System Mechanic 39.96 23312 - Fuel Distribution System Operator 31.72 23370 - General Maintenance Worker 22.67 23380 - Ground Support Equipment Mechanic 40.15 23381 - Ground Support Equipment Servicer 34.13 23382 - Ground Support Equipment Worker 36.65 23391 - Gunsmith I 24.77 23392 - Gunsmith II 28.72 23393 - Gunsmith III…