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HomeMy WebLinkAboutDDW-2024-012520Utah Department Of Environmental Quality Division Of Drinking Water Sanitary Survey Sanitary Survey General System Information Site Visit Date Surveyor Name 10/23/2024 Cameron Draney AMALGA TOWN WATER SYSTEM PWS ID: UTAH03002 Rating: Not Approved 01/19/2024 Active 1 Admin Contact (AC) [ eMail address is REQUIRED ] MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be designated as the owner of the system and name, address and phone number of such be supplied to the Division. *First Name: MARK ERIC *Last Name: COWLEY *Organization: *Address: Redacted *City: AMALGA *State: UT *Zip: 84335 *Email: Lostcreekfarms@rocketmail.com *Phone: 435-770-1210 (Notes: C) 2 Legal Contact (LC) [ if no eMail address is available, enter NoeMail@utah.gov ] MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be designated as the owner of the system and name, address and phone number of such be supplied to the Division. *First Name: *Last Name: *Organization: AMALGA TOWN WATER SYSTEM *Address: 6590 North 2400 West *City: AMALGA *State: UT *Zip: 84335 *Email: *Phone: (Notes: C) 3 Owner Contact (OW) [ if no eMail address is available, enter NoeMail@utah.gov ] MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be designated as the owner of the system and name, address and phone number of such be supplied to the Division. *First Name: *Last Name: *Organization: AMALGA TOWN *Address: 6590 North 2400 West *City: AMALGA *State: UT *Zip: 84335 *Email: *Phone: (Notes: C) DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 1 of 34 Site Visit Info 4 Direct Operator in Charge (DO) [ if no eMail address is available, enter NoeMail@utah.gov ] MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be designated as the owner of the system and name, address and phone number of such be supplied to the Division. *First Name: Mark *Last Name: Cowley *Organization: *Address: 6590 North 2400 West *City: Amalga *State: UT *Zip: 84335 *Email: lostcreekfarms@rocketmail.com *Phone: 435-770-1210 5 Does the system serve a Residential population?Y (Notes: C) 5A Population - Residential 495 (Notes: C) 5B Operating Period (Start Date) - Residential 01/01 (Notes: C) 5C Operating Period (End Date) - Residential 12/31 (Notes: C) 6 Does the system serve a Transient population? (A transient population is a rotating population that is served by a water system that does not remain in the jurisdiction of the water system for long periods of time. Examples of a transient population include, but are not limited to, campers at a campground, users of a highway rest stop, skiers at a ski resort, guests at a hotel, or patrons of a restaurant or a shopping center.) N (Notes: C) 7 Does the system serve a Non-Transient population? (A non-transient population is a population served by a water system that is the same population being served by the system for at least six months of the year, but is not a resident in the system. Examples of a non-transient population include, but are not limited to, employees of a restaurant, shop, or ski resort; teachers and students at a school, day-care center, or church; doctors, nurses, and other employees at a hospital or healthcare clinic.) N (Notes: C) 8 Population - Wholesale :0 (Notes: C) 9 Residential Connections:151 (Notes: C) 10 Commercial Connections:5 (Notes: C) 11 Industrial Connections:0 (Notes: C) 12 Agricultural Connections:6 (Notes: C) 13 Date of Survey (First Day of Field Work)10/23/2024 14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the header ** 10/23/2024 15 Date final report sent to system (questionnaire, deficiency report and capacity spreadsheet) 10/23/2024 16 Water system representative present during the survey:C (Notes: Yes) 17 How much time was spent to prepare survey documents prior to field survey? (Round up to nearest quarter hour) 1 18 How much time was spent to complete the field survey (arrival to completion; include travel time between water system facilities)? (Round up to nearest quarter hour) 1 19 How much time was spent traveling from the office to system and back again at the end of the field survey? (Round up to nearest quarter hour) .5 DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 2 of 34 Management and Operations 20 How much time did it take to finish the Survey Report? (Round up to nearest quarter hour) 2 21 Did you survey multiple water systems in one trip? ... if yes, answer the following question(s) N 22 For a community water system with water sources that require power to produce sufficient flow, system is equipped with standby power option. SIG | 25pts | SO | S033 | R309-515-6(2)(a) | Rule requires a community water system without naturally flowing water sources, such as springs or flowing wells, to have one or more of the system's sources equipped for operation during power outages. To ensure continuous service when the primary power has been interrupted, a redundant power supply is required. A redundant power supply may include a transfer switch for auxiliary power such as a generator or a power supply service with coverage from two independent substations. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 23 There are no undocumented drinking water facilities (i.e. tanks, pump stations, treatment facilities, etc.) or recent modifications that have not gone through or in process of DDW review [LIST UNDOCUMENTED FACILITIES OR DESCRIBE MODIFICATIONS, IF APPLICABLE] [undocumented sources are covered in a different question] SIG | 50pts | SM | G001 | R309-100-5(2), R309-500-6, R309-500-9, R309-500-9(2) and (3) | Rule requires complete plans & specification for all public drinking water projects to be approved in writing by the Director. Any facility found that has not started DDW review shall be considered unapproved. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 24 Are there any individual home booster pumps installed in the distribution system (not for fire suppression)? SIG | 50pts | SM | M008 | R309-550-11(3) | R309-550-11(3) C 25 Does the system haul water?N 26 For a community system serving 100 or more connections, at least 2 water sources are available. SIG | 50pts | SO | TGR7 | R309-515-4(3) | Rule requires Community Water Systems serving more than 100 connections to have a minimum of two sources except where served by a water treatment plant. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 27 Does system have a consecutive connection to another water system not listed in the SOURCE section of Waterlink Report? If yes, answer the following question(s) N 28 Does the system have a deficiency meeting the required source capacity? (USE SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS "NO." N 29 Does the system have a deficiency meeting the required storage capacity DUE SOLELY TO FIRE SUPPRESSION NEEDS? (USE SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS "NO." N 30 Does the system have a deficiency meeting the required equalization storage capacity for indoor/outdoor demands (but not because of fire suppression needs)? (USE SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS "NO." N DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 3 of 34 Cross Connection and Operator Certification 31 Does your water system have an Emergency Response Plan? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. Y 31A Does your Emergency Response Plan include cybersecurity? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. Y 31B Does your water system use any computers, laptops, phones, tablets, or any other computer systems to manage, operate, or maintain the PWS (SCADA or Industrial Control Systems)? This includes any water sources, treatment, distribution or any process related to operation function Y 31C Does your water system use any computer systems in regular business operations such as accounting, billing, payroll, human resources, or management? Y 32 Legally adopted authority statement MIN | 15pts | SM | M003 | R309-105-12(2) | Rule requires each public water system to have a cross connection control program that includes a legally adopted and functional local authority to enforce the program (i.e., ordinance, bylaw, or policy). C 33 Documentation of annual public awareness and/or employee training MIN | 15pts | SM | M004 | R309-105-12(2) | Rule requires each public water system to have a cross connection control program that includes providing public education or awareness material or presentations. C 34 Documentation of personnel trained to manage the program (COMMUNITY WATER SYSTEMS POPULATION 500 AND ABOVE REQUIRE A DDW CERTIFIED CCC PROGRAM ADMINISTRATOR. ALL OTHER WATER SYSTEMS REQUIRE AT A MINIMUM BACKFLOW 101 OR EQUIVALENT/ GREATER CCC TRAINING) MIN | 15pts | SM | M005 | R309-105-12(2) | Rule requires each public water system to have a cross connection control program that includes an operator with adequate training in the area of cross connection control or backflow prevention. C 35 Does the water system have detailed records of cross connection control activities? (inventories of backflow assemblies, devices, and air gaps installed within the system) MIN | 15pts | SM | M006 | R309-105-12(2) | Rule requires each public water system to have a cross connection control program that includes written records of cross connection control activities. C 36 Does the water system have records of on-going enforcement activities? (test history, enforcement activities, hazard assessments) MIN | 15pts | SM | M007 | R309-105-12(2) | Rule requires each public water system to have a cross connection control program that includes test history and documentation of on-going enforcement activities. C 37 Operator meets required level of certification for water system. ( IF NO CERTIFIED OPERATOR IS REQUIRED MARK COMPLIANT ) SIG | 50pts | OC | C001 | R309-105-11, R309-300-5(3) | Rule requires every community and NTNC water system and public water systems that utilize treatment/filtration to have at least one operator certified at the classified grade of the water system. Certification must be appropriate for the type of system operated (treatment and/or distribution). This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. D (Notes: Previous deficiency - Working on solution.) DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 4 of 34 General Maintenance and Environment Distribution 38 Certified operator is within 1 hour travel time of water system. ( IF NO CERTIFIED OPERATOR IS REQUIRED MARK COMPLIANT ) MIN | 0pts | OC | C002 | R309-300-5(14) | Rule requires the operator to be within 1 hour travel time, under normal work and home conditions, of each drinking water system for which he is considered in direct responsible charge. C 39 Are there any visual indications of unsanitary conditions? SIG | 50pts | SM | M017 | R309-200-6, R309-105-18, R309-215-4(3) | R309-200-6 The Secondary Maximum Contaminant Levels for public water systems deals with substances which affect the aesthetic quality of drinking water. They are presented here as recommended limits or ranges and are not grounds for rejection. The taste of water may be unpleasant and the usefulness of the water may be impaired if these standards are significantly exceeded. R309-105-18 The Director or the local health department shall be informed by telephone by a water supplier of any "emergency situation". The term "emergency situation... R309-215-4(3) If the water fails to meet minimum standards, then certain public notification procedures shall be carried out, as outlined in R309-220. Water suppliers shall also keep analytical records in their possession, for a required length of time, as outlined in R309-105-17. C 40 No unprotected connection between the distribution system and a source of contamination. (If there is an unprotected connection, describe the location in detail.) SIG | 50pts | DS | D009 | R309-550-5(11) | R309-550-5(11) C 41 Are air release/vacuum valves in the distribution system? ... if yes, answer the following question(s) Y 41A Open end of vent line covered with #14 mesh screen SIG | 25pts | DS | D004 | R309-550-6(6)(b) | Rule states the open end of the air relief vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible screen and a downward elbow, and where possible, be extended to at least one foot above grade. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 41B For a valve in a chamber, open end of vent pipe is at least 12 inches above grade or one foot above distribution line in a chamber that does not flood. SIG | 25pts | DS | D006 | R309-550-6(6)(b) | Rule states the open end of the air relief vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible screen and a downward elbow, and where possible, be extended to at least one foot above grade. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 5 of 34 41C Chamber has drain to daylight, gravel-filled adsorption pit if not subject to flooding, or sump pump. SIG | 25pts | DS | D007 | R309-550-6(6)(b) and (7)(b) | Rule states chambers shall be provided with a drain to daylight, if possible. Where this is not possible, underground gravel-filled absorption pits may be used if the site is not subject to flooding and conditions will assure adequate drainage. Sump pumps may also be considered if a drain to daylight or absorption pit is not feasible. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 41D Open end of vent line down-turned. SIG | 25pts | DS | D006 | R309-550-6(6)(b) | Rule states the open end of the air relief vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible screen and a downward elbow, and where possible, be extended to at least one foot above grade. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 42 Water system has a program to maintain, operate, or control the use of fire hydrants. REC | 0pts | DS | D012 | N/A | Fire hydrants provide a direct access to the water in the distribution system. In order to protect the quality and integrity of the water, fire hydrant access should be controlled. C 43 Blow offs or air release valves are not directly connected to a sanitary sewer line. SIG | 50pts | DS | D013 | R309-550-6(5)(a), R309-550-6(6)(c) and (7)(a) | Rule states blow-offs or air relief valves shall not be connected directly to a sewer. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 44 Blow offs or air release valves do not discharge below flood level in ditches or streams. SIG | 50pts | DS | D016 | R309-550-9(1) and (2), R309-550-13(2) | R309-550-9(1 & 3) C 45 All water mains installed after 1995 that provide fire flow are at least 8 inches in diameter. MIN | 15pts | DS | D019 | R309-550-5(4) & (5) | Rule states that the minimum line size serving a fire hydrant lateral shall be 8-inch diameter unless a hydraulic analysis indicates that required flow and pressures can be maintained by 6-inch lines. C 46 Distribution system capable of providing minimum pressure of 20 psi at all service connections. SIG | 50pts | DS | D003 | R309-105-9, R309-550-5(1) | Rule states the distribution system shall maintain minimum pressures as required by R309-105-9 at all points of connection under all flow conditions. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 47 Was the water system constructed or new portions added after January 1, 2007? ... if yes, answer the following question(s) Y DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 6 of 34 General Disinfection WS001 - WELL #1 (ABANDONED) - Inactive (AB - ABANDONED) WS002 - WELL #2 - Active 47A Distribution system capable of maintaining the following pressures at all service connections: (a) 20 psi during fire flow and fire demand during peak day demand; (b) 30 psi during peak instantaneous demand; and (c) 40 psi during peak day demand. SIG | 50pts | DS | D010 | R309-105-9, R309-550-5(1) | Rule states that unless otherwise specifically approved by the Director, public water systems constructed after January 1, 2007, shall be designed and shall meet the following minimum water pressures at points of connection: (a) 20 psi during conditions of fire flow and fire demand experienced during peak day demand; (b) 30 psi during peak instantaneous demand; and (c) 40 psi during peak day demand. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 48 Water system follows AWWA disinfection procedures for new, repaired, or seasonal water mains and tanks. SIG | 25pts | MR | D018 | R309-550-8(10) | All new and repaired water mains and appurtenances shall be disinfected in accordance with AWWA Standard C651. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 49 How often do you periodically disinfect any or all parts of your water system (i.e. batch disinfection) other than for repairs or maintenance? SIG | 50pts | SM | G006 | R309-105-6(1)(a), R309-500-6 | R309-105-6(1) Approval of Engineering Plans and Specifications R309-500-6 Plan Approval Procedure. C 50 Does the water system still have physical access to this facility? Y/N Guidance: Answer NO if sold and no longer have security access or the facility is demolished and can not be inspected. Y 50A Is the facility incapable of allowing water or contamination to enter the drinking water system? Yes(compliant) No(complete full question set for facility type and notify DDW) SIG | 100pts | SM | A100 | R309-400-11 | If the water system does not comply with the directive, the Director may assess 25 to 200 points to the water system. Points shall be assessed based upon the severity of the non-compliance, the threat to public health and the underlying basis for the original directive. Y 50B Is the facility physically disconnected from supplying water to the distribution system? Guidance: Is the equipment, pipe, etc, physically removed, disconnected. Yes(compliant) No(complete full question set for facility type and notify DDW) SIG | 50pts | SM | A075 | R309-400-11 | If the water system does not comply with the directive, the Director may assess 25 to 200 points to the water system. Points shall be assessed based upon the severity of the non-compliance, the threat to public health and the underlying basis for the original directive. Y 51 Is this facility Active or Inactive?A 52 Operating Period (Start Date)01/01 53 Operating Period (Ending Date)12/31 DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 7 of 34 54 Undocumented sources shall not be physically connected to the drinking water system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT") SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) | R309-105-6(1) requires plans and specifications for all public drinking water projects to be approved in writing by the Director prior to the commencement of construction. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 55 Well casing is at least 18 inches above finished ground surface and 12 inches above well house floor. SIG | 25pts | SO | S003 | R309-515-6(6)(b)(vi), R309-515-6(12)(c)(ii), R309-515- 6(13)(a) | Rule requires the permanent well casing to project at least 18 inches above the final ground surface and 12 inches above the pump house floor; at sites subject to flooding, the top of the casing must terminate at least 3 feet above the 100-year flood level or highest known flood elevation, whichever is higher. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 56 Wellhead is sealed to prevent contamination. SIG | 50pts | SO | S013 | R309-515-6(6)(i) | R309-515-6(6)(i) and R309-515- 6(12)(b,c,d)require a sanitary seal be installed and maintained at the wellhead and discharge piping. This significant deficiency should be corrected within 120 days of notification or have a corrective action plan approved by C 57 Is the well casing vented? ... if yes, answer the following question(s)Y 57A Vent screened with #14 mesh screen SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen. C 57B Vent down-turned SIG | 25pts | SO | S007 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be downturned or shielded to prevent the entrance of surface water or rainwater. C 57C Vent has adequate clearance to prevent contamination from entering the well SIG | 25pts | SO | S008 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be terminated with a discharge with an appropriate air gap. C 58 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y 58A Pump to waste line discharges with a minimum of 12-inch clearance to flood rim SIG | 25pts | SO | S009 | R309-515-6(12)(d)(ix) | Rule requires a pump-to-waste line connected to a sewer/storm drain to have a minimum 12-inch clearance to the flood rim. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 8 of 34 58B Pump to waste line equipped with #4 non-corrodible mesh screen SIG | 25pts | SO | S010 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be covered with a No. 4 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 58C Pump to waste line downturned if it discharges to sewer/storm drain or allowing complete drainage if not downturned SIG | 25pts | SO | S011 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be downturned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 59 Provisions available to periodically measure water levels MIN | 5pts | SO | S015 | R309-515-6(12)(e ), R309-515-6(12)(c)(vi) | Rule requires provisions be made to permit periodic measurement of water levels in the completed well. D (Notes: Previous deficiency - Working on solution.) 60 Wellhead secured to protect quality water SIG | 25pts | SO | S002 | R309-105-10(5) | All water system facilities shall be secure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 61 Well head or well house and equipment protected from flooding SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515- 6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or 12” above well house floor and for sites that flood at least 3’ above 100-year flood level or highest known flood elevation. Well casing terminating in underground vault shall have a drain to daylight and surface runoff directed away from vault access. Well house floor shall be sloped for drainage, and have a drain to daylight unless highly impractical. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 62 There are no unprotected cross-connections in well discharge piping. SIG | 50pts | SO | S021 | R309-105-12(1), R309-515-6(12)(d)(iii) | Rule requires the well discharge piping to be protected against the entrance of contamination. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 63 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well house or near well head? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 64 Well discharge line has a smooth-nosed sampling tap, which samples the well water before any chemical injection. (first item from the wellhead). MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the first item from the well head and the shut-off valve as the last item) C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 9 of 34 WS003 - WELL #3 - Active 65 Well discharge line has a check valve. MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 66 Well discharge line has a pressure gauge. MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. D (Notes: Previous deficiency - Working on solution.) 67 Well discharge line has a means to measure flow. MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 68 Well discharge line has a shut-off valve (last item from the well head). MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 69 Is there an air/vac valve on the well discharge line? If yes, answer the following question(s) Y 69A Air vacuum relief valve on well discharge piping downturned SIG | 25pts | SO | S028 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be down-turned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 69B Air vacuum relief valve on well discharge piping screened with #14 mesh screen SIG | 25pts | SO | S029 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be covered with a #14 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 69C Air vacuum relief valve on well discharge piping has at least 6 inches of clearance above floor SIG | 25pts | SO | S030 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be at least 6 inches above the well house floor. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 70 Wells that pump directly into a distribution system have means to release trapped air from pump discharge piping (for example, pumps directly to a tank, has an air release valve or pump to waste line) MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps directly into the distribution system be equipped with an air release/vacuum relief valve located upstream of the check valve, unless the wellhead valve and piping provide for pumping to waste all trapped air before water is introduced into the distribution system. C 71 Does well require oil-lubrication?N DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 10 of 34 72 Is this facility Active or Inactive?A 73 Operating Period (Start Date)01/01 74 Operating Period (Ending Date)12/31 75 Undocumented sources shall not be physically connected to the drinking water system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT") SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) | R309-105-6(1) requires plans and specifications for all public drinking water projects to be approved in writing by the Director prior to the commencement of construction. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 76 Well casing is at least 18 inches above finished ground surface and 12 inches above well house floor. SIG | 25pts | SO | S003 | R309-515-6(6)(b)(vi), R309-515-6(12)(c)(ii), R309-515- 6(13)(a) | Rule requires the permanent well casing to project at least 18 inches above the final ground surface and 12 inches above the pump house floor; at sites subject to flooding, the top of the casing must terminate at least 3 feet above the 100-year flood level or highest known flood elevation, whichever is higher. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 77 Wellhead is sealed to prevent contamination. SIG | 50pts | SO | S013 | R309-515-6(6)(i) | R309-515-6(6)(i) and R309-515- 6(12)(b,c,d)require a sanitary seal be installed and maintained at the wellhead and discharge piping. This significant deficiency should be corrected within 120 days of notification or have a corrective action plan approved by C 78 Is the well casing vented? ... if yes, answer the following question(s)Y 78A Vent screened with #14 mesh screen SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen. C 78B Vent down-turned SIG | 25pts | SO | S007 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be downturned or shielded to prevent the entrance of surface water or rainwater. C 78C Vent has adequate clearance to prevent contamination from entering the well SIG | 25pts | SO | S008 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be terminated with a discharge with an appropriate air gap. C 79 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 11 of 34 79A Pump to waste line discharges with a minimum of 12-inch clearance to flood rim SIG | 25pts | SO | S009 | R309-515-6(12)(d)(ix) | Rule requires a pump-to-waste line connected to a sewer/storm drain to have a minimum 12-inch clearance to the flood rim. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 79B Pump to waste line equipped with #4 non-corrodible mesh screen SIG | 25pts | SO | S010 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be covered with a No. 4 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 79C Pump to waste line downturned if it discharges to sewer/storm drain or allowing complete drainage if not downturned SIG | 25pts | SO | S011 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be downturned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 80 Provisions available to periodically measure water levels MIN | 5pts | SO | S015 | R309-515-6(12)(e ), R309-515-6(12)(c)(vi) | Rule requires provisions be made to permit periodic measurement of water levels in the completed well. D (Notes: Previous deficiency - Working on solution.) 81 Wellhead secured to protect quality water SIG | 25pts | SO | S002 | R309-105-10(5) | All water system facilities shall be secure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 82 Well head or well house and equipment protected from flooding SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515- 6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or 12” above well house floor and for sites that flood at least 3’ above 100-year flood level or highest known flood elevation. Well casing terminating in underground vault shall have a drain to daylight and surface runoff directed away from vault access. Well house floor shall be sloped for drainage, and have a drain to daylight unless highly impractical. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 83 There are no unprotected cross-connections in well discharge piping. SIG | 50pts | SO | S021 | R309-105-12(1), R309-515-6(12)(d)(iii) | Rule requires the well discharge piping to be protected against the entrance of contamination. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 84 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well house or near well head? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 12 of 34 85 Well discharge line has a smooth-nosed sampling tap, which samples the well water before any chemical injection. (first item from the wellhead). MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the first item from the well head and the shut-off valve as the last item) C 86 Well discharge line has a check valve. MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 87 Well discharge line has a pressure gauge. MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. D (Notes: Previous deficiency - Working on solution.) 88 Well discharge line has a means to measure flow. MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 89 Well discharge line has a shut-off valve (last item from the well head). MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 90 Is there an air/vac valve on the well discharge line? If yes, answer the following question(s) Y 90A Air vacuum relief valve on well discharge piping downturned SIG | 25pts | SO | S028 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be down-turned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 90B Air vacuum relief valve on well discharge piping screened with #14 mesh screen SIG | 25pts | SO | S029 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be covered with a #14 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 90C Air vacuum relief valve on well discharge piping has at least 6 inches of clearance above floor SIG | 25pts | SO | S030 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be at least 6 inches above the well house floor. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 13 of 34 WS004 - WELL #4 NORTH - Active 91 Wells that pump directly into a distribution system have means to release trapped air from pump discharge piping (for example, pumps directly to a tank, has an air release valve or pump to waste line) MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps directly into the distribution system be equipped with an air release/vacuum relief valve located upstream of the check valve, unless the wellhead valve and piping provide for pumping to waste all trapped air before water is introduced into the distribution system. C 92 Does well require oil-lubrication?N 93 Is this facility Active or Inactive?A 94 Operating Period (Start Date)01/01 95 Operating Period (Ending Date)12/31 96 Undocumented sources shall not be physically connected to the drinking water system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT") SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) | R309-105-6(1) requires plans and specifications for all public drinking water projects to be approved in writing by the Director prior to the commencement of construction. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 97 Well casing is at least 18 inches above finished ground surface and 12 inches above well house floor. SIG | 25pts | SO | S003 | R309-515-6(6)(b)(vi), R309-515-6(12)(c)(ii), R309-515- 6(13)(a) | Rule requires the permanent well casing to project at least 18 inches above the final ground surface and 12 inches above the pump house floor; at sites subject to flooding, the top of the casing must terminate at least 3 feet above the 100-year flood level or highest known flood elevation, whichever is higher. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 98 Wellhead is sealed to prevent contamination. SIG | 50pts | SO | S013 | R309-515-6(6)(i) | R309-515-6(6)(i) and R309-515- 6(12)(b,c,d)require a sanitary seal be installed and maintained at the wellhead and discharge piping. This significant deficiency should be corrected within 120 days of notification or have a corrective action plan approved by C 99 Is the well casing vented? ... if yes, answer the following question(s)Y 99A Vent screened with #14 mesh screen SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 14 of 34 99B Vent down-turned SIG | 25pts | SO | S007 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be downturned or shielded to prevent the entrance of surface water or rainwater. C 99C Vent has adequate clearance to prevent contamination from entering the well SIG | 25pts | SO | S008 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be terminated with a discharge with an appropriate air gap. C 100 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y 100A Pump to waste line discharges with a minimum of 12-inch clearance to flood rim SIG | 25pts | SO | S009 | R309-515-6(12)(d)(ix) | Rule requires a pump-to-waste line connected to a sewer/storm drain to have a minimum 12-inch clearance to the flood rim. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 100B Pump to waste line equipped with #4 non-corrodible mesh screen SIG | 25pts | SO | S010 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be covered with a No. 4 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 100C Pump to waste line downturned if it discharges to sewer/storm drain or allowing complete drainage if not downturned SIG | 25pts | SO | S011 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be downturned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 101 Provisions available to periodically measure water levels MIN | 5pts | SO | S015 | R309-515-6(12)(e ), R309-515-6(12)(c)(vi) | Rule requires provisions be made to permit periodic measurement of water levels in the completed well. D (Notes: Previous deficiency - Working on solution.) 102 Wellhead secured to protect quality water SIG | 25pts | SO | S002 | R309-105-10(5) | All water system facilities shall be secure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 103 Well head or well house and equipment protected from flooding SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515- 6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or 12” above well house floor and for sites that flood at least 3’ above 100-year flood level or highest known flood elevation. Well casing terminating in underground vault shall have a drain to daylight and surface runoff directed away from vault access. Well house floor shall be sloped for drainage, and have a drain to daylight unless highly impractical. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 15 of 34 104 There are no unprotected cross-connections in well discharge piping. SIG | 50pts | SO | S021 | R309-105-12(1), R309-515-6(12)(d)(iii) | Rule requires the well discharge piping to be protected against the entrance of contamination. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 105 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well house or near well head? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 106 Well discharge line has a smooth-nosed sampling tap, which samples the well water before any chemical injection. (first item from the wellhead). MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the first item from the well head and the shut-off valve as the last item) C 107 Well discharge line has a check valve. MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 108 Well discharge line has a pressure gauge. MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. D (Notes: Previous deficiency - Working on solution.) 109 Well discharge line has a means to measure flow. MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 110 Well discharge line has a shut-off valve (last item from the well head). MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 111 Is there an air/vac valve on the well discharge line? If yes, answer the following question(s) Y 111A Air vacuum relief valve on well discharge piping downturned SIG | 25pts | SO | S028 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be down-turned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 111B Air vacuum relief valve on well discharge piping screened with #14 mesh screen SIG | 25pts | SO | S029 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be covered with a #14 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 16 of 34 WS005 - WELL #5 - Active 111C Air vacuum relief valve on well discharge piping has at least 6 inches of clearance above floor SIG | 25pts | SO | S030 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be at least 6 inches above the well house floor. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 112 Wells that pump directly into a distribution system have means to release trapped air from pump discharge piping (for example, pumps directly to a tank, has an air release valve or pump to waste line) MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps directly into the distribution system be equipped with an air release/vacuum relief valve located upstream of the check valve, unless the wellhead valve and piping provide for pumping to waste all trapped air before water is introduced into the distribution system. C 113 Does well require oil-lubrication?N 114 Is this facility Active or Inactive?A 115 Operating Period (Start Date)01/01 116 Operating Period (Ending Date)12/31 117 Undocumented sources shall not be physically connected to the drinking water system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT") SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) | R309-105-6(1) requires plans and specifications for all public drinking water projects to be approved in writing by the Director prior to the commencement of construction. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 118 Well casing is at least 18 inches above finished ground surface and 12 inches above well house floor. SIG | 25pts | SO | S003 | R309-515-6(6)(b)(vi), R309-515-6(12)(c)(ii), R309-515- 6(13)(a) | Rule requires the permanent well casing to project at least 18 inches above the final ground surface and 12 inches above the pump house floor; at sites subject to flooding, the top of the casing must terminate at least 3 feet above the 100-year flood level or highest known flood elevation, whichever is higher. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 119 Wellhead is sealed to prevent contamination. SIG | 50pts | SO | S013 | R309-515-6(6)(i) | R309-515-6(6)(i) and R309-515- 6(12)(b,c,d)require a sanitary seal be installed and maintained at the wellhead and discharge piping. This significant deficiency should be corrected within 120 days of notification or have a corrective action plan approved by C 120 Is the well casing vented? ... if yes, answer the following question(s)Y DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 17 of 34 120A Vent screened with #14 mesh screen SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen. C 120B Vent down-turned SIG | 25pts | SO | S007 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be downturned or shielded to prevent the entrance of surface water or rainwater. C 120C Vent has adequate clearance to prevent contamination from entering the well SIG | 25pts | SO | S008 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be terminated with a discharge with an appropriate air gap. C 121 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y 121A Pump to waste line discharges with a minimum of 12-inch clearance to flood rim SIG | 25pts | SO | S009 | R309-515-6(12)(d)(ix) | Rule requires a pump-to-waste line connected to a sewer/storm drain to have a minimum 12-inch clearance to the flood rim. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 121B Pump to waste line equipped with #4 non-corrodible mesh screen SIG | 25pts | SO | S010 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be covered with a No. 4 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 121C Pump to waste line downturned if it discharges to sewer/storm drain or allowing complete drainage if not downturned SIG | 25pts | SO | S011 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be downturned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 122 Provisions available to periodically measure water levels MIN | 5pts | SO | S015 | R309-515-6(12)(e ), R309-515-6(12)(c)(vi) | Rule requires provisions be made to permit periodic measurement of water levels in the completed well. C 123 Wellhead secured to protect quality water SIG | 25pts | SO | S002 | R309-105-10(5) | All water system facilities shall be secure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 18 of 34 124 Well head or well house and equipment protected from flooding SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515- 6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or 12” above well house floor and for sites that flood at least 3’ above 100-year flood level or highest known flood elevation. Well casing terminating in underground vault shall have a drain to daylight and surface runoff directed away from vault access. Well house floor shall be sloped for drainage, and have a drain to daylight unless highly impractical. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 125 There are no unprotected cross-connections in well discharge piping. SIG | 50pts | SO | S021 | R309-105-12(1), R309-515-6(12)(d)(iii) | Rule requires the well discharge piping to be protected against the entrance of contamination. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 126 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well house or near well head? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 127 Well discharge line has a smooth-nosed sampling tap, which samples the well water before any chemical injection. (first item from the wellhead). MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the first item from the well head and the shut-off valve as the last item) C 128 Well discharge line has a check valve. MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 129 Well discharge line has a pressure gauge. MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. D (Notes: Previous deficiency - Working on solution.) 130 Well discharge line has a means to measure flow. MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 131 Well discharge line has a shut-off valve (last item from the well head). MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 132 Is there an air/vac valve on the well discharge line? If yes, answer the following question(s) Y DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 19 of 34 WS006 - REPLACEMENT WELL #1 - Active 132A Air vacuum relief valve on well discharge piping downturned SIG | 25pts | SO | S028 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be down-turned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 132B Air vacuum relief valve on well discharge piping screened with #14 mesh screen SIG | 25pts | SO | S029 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be covered with a #14 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 132C Air vacuum relief valve on well discharge piping has at least 6 inches of clearance above floor SIG | 25pts | SO | S030 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be at least 6 inches above the well house floor. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 133 Wells that pump directly into a distribution system have means to release trapped air from pump discharge piping (for example, pumps directly to a tank, has an air release valve or pump to waste line) MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps directly into the distribution system be equipped with an air release/vacuum relief valve located upstream of the check valve, unless the wellhead valve and piping provide for pumping to waste all trapped air before water is introduced into the distribution system. C 134 Does well require oil-lubrication?N 135 Is this facility Active or Inactive?A 136 Operating Period (Start Date)01/01 137 Operating Period (Ending Date)12/31 138 Undocumented sources shall not be physically connected to the drinking water system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT") SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) | R309-105-6(1) requires plans and specifications for all public drinking water projects to be approved in writing by the Director prior to the commencement of construction. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 20 of 34 139 Well casing is at least 18 inches above finished ground surface and 12 inches above well house floor. SIG | 25pts | SO | S003 | R309-515-6(6)(b)(vi), R309-515-6(12)(c)(ii), R309-515- 6(13)(a) | Rule requires the permanent well casing to project at least 18 inches above the final ground surface and 12 inches above the pump house floor; at sites subject to flooding, the top of the casing must terminate at least 3 feet above the 100-year flood level or highest known flood elevation, whichever is higher. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 140 Wellhead is sealed to prevent contamination. Exception Granted: R309-515 (i) | Well screen to be placed at 87 feet below ground surface, high aresenic levels in lower water bearing zones of acquifer, grout seal could only extend to at most 87 feet bgs. SIG | 50pts | SO | S013 | R309-515-6(6)(i) | R309-515-6(6)(i) and R309-515- 6(12)(b,c,d)require a sanitary seal be installed and maintained at the wellhead and discharge piping. This significant deficiency should be corrected within 120 days of notification or have a corrective action plan approved by C 141 Is the well casing vented? ... if yes, answer the following question(s)Y 141A Vent screened with #14 mesh screen SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen. C 141B Vent down-turned SIG | 25pts | SO | S007 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be downturned or shielded to prevent the entrance of surface water or rainwater. C 141C Vent has adequate clearance to prevent contamination from entering the well SIG | 25pts | SO | S008 | R309-515-6(12)(d)(iii) | Guidance states provisions should be made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309- 550-6(6)(b) requires vents be terminated with a discharge with an appropriate air gap. C 142 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y 142A Pump to waste line discharges with a minimum of 12-inch clearance to flood rim SIG | 25pts | SO | S009 | R309-515-6(12)(d)(ix) | Rule requires a pump-to-waste line connected to a sewer/storm drain to have a minimum 12-inch clearance to the flood rim. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 142B Pump to waste line equipped with #4 non-corrodible mesh screen SIG | 25pts | SO | S010 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be covered with a No. 4 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 21 of 34 142C Pump to waste line downturned if it discharges to sewer/storm drain or allowing complete drainage if not downturned SIG | 25pts | SO | S011 | R309-515-6(12)(d)(ix) | The discharge end of the pump-to- waste line shall be downturned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 143 Provisions available to periodically measure water levels MIN | 5pts | SO | S015 | R309-515-6(12)(e ), R309-515-6(12)(c)(vi) | Rule requires provisions be made to permit periodic measurement of water levels in the completed well. C 144 Wellhead secured to protect quality water SIG | 25pts | SO | S002 | R309-105-10(5) | All water system facilities shall be secure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 145 Well head or well house and equipment protected from flooding SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515- 6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or 12” above well house floor and for sites that flood at least 3’ above 100-year flood level or highest known flood elevation. Well casing terminating in underground vault shall have a drain to daylight and surface runoff directed away from vault access. Well house floor shall be sloped for drainage, and have a drain to daylight unless highly impractical. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 146 There are no unprotected cross-connections in well discharge piping. SIG | 50pts | SO | S021 | R309-105-12(1), R309-515-6(12)(d)(iii) | Rule requires the well discharge piping to be protected against the entrance of contamination. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 147 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well house or near well head? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 148 Well discharge line has a smooth-nosed sampling tap, which samples the well water before any chemical injection. (first item from the wellhead). MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the first item from the well head and the shut-off valve as the last item) C 149 Well discharge line has a check valve. MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 22 of 34 ST001 - STORAGE FACILITY ST001 - Active 150 Well discharge line has a pressure gauge. MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 151 Well discharge line has a means to measure flow. MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 152 Well discharge line has a shut-off valve (last item from the well head). MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to be equipped with (in order of placement from the wellhead) a smooth nosed sampling tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve. C 153 Is there an air/vac valve on the well discharge line? If yes, answer the following question(s) Y 153A Air vacuum relief valve on well discharge piping downturned SIG | 25pts | SO | S028 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be down-turned. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 153B Air vacuum relief valve on well discharge piping screened with #14 mesh screen SIG | 25pts | SO | S029 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be covered with a #14 mesh corrosion-resistant screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 153C Air vacuum relief valve on well discharge piping has at least 6 inches of clearance above floor SIG | 25pts | SO | S030 | R309-515-6(12)(d)(v) | Rule requires the exhaust/relief piping on an air release/vacuum relief valve on the well discharge piping to be at least 6 inches above the well house floor. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 154 Wells that pump directly into a distribution system have means to release trapped air from pump discharge piping (for example, pumps directly to a tank, has an air release valve or pump to waste line) MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps directly into the distribution system be equipped with an air release/vacuum relief valve located upstream of the check valve, unless the wellhead valve and piping provide for pumping to waste all trapped air before water is introduced into the distribution system. C 155 Does well require oil-lubrication?N 156 Is this facility Active or Inactive?A 157 Storage tank capacity in gallons (from SDWIS; if different explain why in the comments) 200000 DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 23 of 34 158 There are no undocumented drinking water facilities (i.e. tanks, pump stations, treatment facilities, etc.) or recent modifications that have not gone through DDW review SIG | 50pts | SM | G001 | R309-100-5(2), R309-500-6, R309-500-9, R309-500-9(2) and (3) | Rule requires complete plans & specification for all public drinking water projects to be approved in writing by the Director. Any facility found that has not started DDW review shall be considered unapproved. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 159 Ladders, ladder guards, platform railings, or safely located entrance hatches are provided. MIN | 15pts | FW | V004 | R309-545-18 | Rule requires ladders, ladder guards, platform railings, and safely located entrance hatches where applicable for water storage tanks and requires safety practices to conform to pertinent laws and regulations of the Utah Occupational Safety and Health Division. C 160 Tank is vented. SIG | 25pts | FW | VL02 | R309-545-15 | Rule requires drinking water storage tanks to be vented. Overflows cannot be considered or used as vents. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 161 Are air vents present? ... if yes, answer the following question(s)Y 161A Vent is either down-turned or shielded from contaminants (at least 2 inches below the bottom of the opening) SIG | 25pts | FW | V005 | R309-545-15(1) | Rule requires inverted vents on water storage tanks to be down-turned a minimum of 2 inches below any opening and shielded to prevent the entrance of contaminants. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 161B End of vent terminates at least 24 inches above earthen cover (buried tank) and is located and sized to avoid blockage during winter. MIN | 15pts | FW | V006 | R309-545-15(2) | For buried structures, the rule requires the end of the vent discharge to be a minimum of 24 inches above the earthen covering. C 161C Vent covered with #14 or finer non-corrodible mesh screen. SIG | 25pts | FW | V007 | R309-545-15(4) | Rule requires a water storage tank vent to be fitted with #14 mesh or finer non-corrodible screen and vents 6-inches or greater in diameter to be fitted with additional heavy gauge screen or substantial covering to protect the #14 mesh screen from vandalism or damage. This significant deficiency must be corrected within 120 days of notification or have a compliance action plan approved by DDW. C 161D Vent 6-inch diameter and larger protected with additional heavy-gauge screen or substantial covering. MIN | 5pts | FW | V035 | R309-545-15(5) | Rule requires vents that are 6-inch diameter or greater to be fitted with additional heavy gauge screen or substantial covering, which will protect the No. 14 mesh screen against vandalism or damage. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 24 of 34 162 Are access openings present? ... if yes, answer the following question(s) MIN | 15pts | FW | VL03 | R309-545-14 and 14(1) | Rule requires drinking water storage tanks to be designed with reasonably convenient access to the interior for cleaning and maintenance. Y 162A Access opening framed at least 4 inches above roof surface or 18 inches above earthen cover. MIN | 15pts | FW | V008 | R309-545-14(1) | Rule requires tank access opening to be framed at least 4 inches above the surface of the roof, or on a buried tank, to be at least 18 inches above any earthen cover over the tank. C 162B Access opening shoe box type with at least 2 inches of overlap SIG | 25pts | FW | V010 | R309-545-14(2) | Rule requires the frame of an access opening to be provided with a close fitting solid shoebox type cover which extends down around the frame at least two inches and is furnished with a gasket(s) between the lid and frame. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 162C Access opening lid properly gasketed SIG | 25pts | FW | V009 | R309-545-14(2) | Rule requires the access opening to a tank to be furnished with a gasket between the lid and frame. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 163 Access opening locked SIG | 25pts | FW | V029 | R309-545-14(3) | Rule requires the lid to any access opening to have a locking device. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 164 Roof or wall penetrations sealed SIG | 100pts | FW | V017 | R309-545-6(1) and 545-9 | Rule requires openings in a storage tank roof or top, designed to accommodate control apparatus or pump columns, to be welded, gasketed, or curbed and sleeved and to have additional proper shielding to prevent vandalism. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 165 Area surrounding ground-level or buried storage tank is graded to prevent surface water from standing within 50 feet. SIG | 25pts | TR | V001 | R309-545-7(4) | Rule requires the area surrounding a ground-level or buried water storage tank be graded in a manner to prevent surface water from standing within 50 feet of the tank. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 166 Storage tank roof is sloped to prevent ponding MIN | 15pts | FW | V003 | R309-545-9(4) | Rule requires drainage of storage tank roofs to eliminate water ponding. C 167 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the following options) N DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 25 of 34 ST002 - STORAGE FACILITY ST002 - Active 168 Is a tank overflow present? ... if yes, answer the following question(s) SIG | 25pts | FW | VL01 | R309-545-13 | Rule requires all storage tanks to be provided with an overflow that discharges at an an elevation between 12 and 24 inches above the ground surface or the rim of the receiving basin. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. Y 168A Overflow line discharges at least 12 inches above ground or the flood rim of receiving basin? SIG | 25pts | FW | V011 | R309-545-13 | Rule requires all water storage tanks to be provided with an overflow that discharges at an elevation between 12 and 24 inches above the ground surface or the rim of the receiving basin. C 168B Overflow line covered with #4 mesh non-corrodible screen SIG | 25pts | FW | V012 | R309-545-13(3) | Rule requires overflow pipes to be screened with #4 mesh non-corrodible screens installed at a location least susceptible to damage by vandalism. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 168C Overflow line connected or discharges to a sanitary sewer drain? SIG | 50pts | FW | V013 | R309-545-13(5) | Rule prohibits overflow pipes from connecting to, or discharging into, a sanitary sewer system. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 169 Are the drain line and overflow combined?Y 170 Is this facility Active or Inactive?A 171 Storage tank capacity in gallons (from SDWIS; if different explain why in the comments) 500000 172 There are no undocumented drinking water facilities (i.e. tanks, pump stations, treatment facilities, etc.) or recent modifications that have not gone through DDW review SIG | 50pts | SM | G001 | R309-100-5(2), R309-500-6, R309-500-9, R309-500-9(2) and (3) | Rule requires complete plans & specification for all public drinking water projects to be approved in writing by the Director. Any facility found that has not started DDW review shall be considered unapproved. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 173 Ladders, ladder guards, platform railings, or safely located entrance hatches are provided. MIN | 15pts | FW | V004 | R309-545-18 | Rule requires ladders, ladder guards, platform railings, and safely located entrance hatches where applicable for water storage tanks and requires safety practices to conform to pertinent laws and regulations of the Utah Occupational Safety and Health Division. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 26 of 34 174 Tank is vented. SIG | 25pts | FW | VL02 | R309-545-15 | Rule requires drinking water storage tanks to be vented. Overflows cannot be considered or used as vents. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 175 Are air vents present? ... if yes, answer the following question(s)Y 175A Vent is either down-turned or shielded from contaminants (at least 2 inches below the bottom of the opening) SIG | 25pts | FW | V005 | R309-545-15(1) | Rule requires inverted vents on water storage tanks to be down-turned a minimum of 2 inches below any opening and shielded to prevent the entrance of contaminants. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 175B End of vent terminates at least 24 inches above earthen cover (buried tank) and is located and sized to avoid blockage during winter. MIN | 15pts | FW | V006 | R309-545-15(2) | For buried structures, the rule requires the end of the vent discharge to be a minimum of 24 inches above the earthen covering. C 175C Vent covered with #14 or finer non-corrodible mesh screen. SIG | 25pts | FW | V007 | R309-545-15(4) | Rule requires a water storage tank vent to be fitted with #14 mesh or finer non-corrodible screen and vents 6-inches or greater in diameter to be fitted with additional heavy gauge screen or substantial covering to protect the #14 mesh screen from vandalism or damage. This significant deficiency must be corrected within 120 days of notification or have a compliance action plan approved by DDW. C 175D Vent 6-inch diameter and larger protected with additional heavy-gauge screen or substantial covering. MIN | 5pts | FW | V035 | R309-545-15(5) | Rule requires vents that are 6-inch diameter or greater to be fitted with additional heavy gauge screen or substantial covering, which will protect the No. 14 mesh screen against vandalism or damage. C 176 Are access openings present? ... if yes, answer the following question(s) MIN | 15pts | FW | VL03 | R309-545-14 and 14(1) | Rule requires drinking water storage tanks to be designed with reasonably convenient access to the interior for cleaning and maintenance. Y 176A Access opening framed at least 4 inches above roof surface or 18 inches above earthen cover. MIN | 15pts | FW | V008 | R309-545-14(1) | Rule requires tank access opening to be framed at least 4 inches above the surface of the roof, or on a buried tank, to be at least 18 inches above any earthen cover over the tank. C 176B Access opening shoe box type with at least 2 inches of overlap SIG | 25pts | FW | V010 | R309-545-14(2) | Rule requires the frame of an access opening to be provided with a close fitting solid shoebox type cover which extends down around the frame at least two inches and is furnished with a gasket(s) between the lid and frame. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 27 of 34 176C Access opening lid properly gasketed SIG | 25pts | FW | V009 | R309-545-14(2) | Rule requires the access opening to a tank to be furnished with a gasket between the lid and frame. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 177 Access opening locked SIG | 25pts | FW | V029 | R309-545-14(3) | Rule requires the lid to any access opening to have a locking device. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 178 Roof or wall penetrations sealed SIG | 100pts | FW | V017 | R309-545-6(1) and 545-9 | Rule requires openings in a storage tank roof or top, designed to accommodate control apparatus or pump columns, to be welded, gasketed, or curbed and sleeved and to have additional proper shielding to prevent vandalism. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 179 Area surrounding ground-level or buried storage tank is graded to prevent surface water from standing within 50 feet. SIG | 25pts | TR | V001 | R309-545-7(4) | Rule requires the area surrounding a ground-level or buried water storage tank be graded in a manner to prevent surface water from standing within 50 feet of the tank. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 180 Storage tank roof is sloped to prevent ponding MIN | 15pts | FW | V003 | R309-545-9(4) | Rule requires drainage of storage tank roofs to eliminate water ponding. C 181 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the following options) N 182 Is a tank overflow present? ... if yes, answer the following question(s) SIG | 25pts | FW | VL01 | R309-545-13 | Rule requires all storage tanks to be provided with an overflow that discharges at an an elevation between 12 and 24 inches above the ground surface or the rim of the receiving basin. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. Y 182A Overflow line discharges at least 12 inches above ground or the flood rim of receiving basin? SIG | 25pts | FW | V011 | R309-545-13 | Rule requires all water storage tanks to be provided with an overflow that discharges at an elevation between 12 and 24 inches above the ground surface or the rim of the receiving basin. C 182B Overflow line covered with #4 mesh non-corrodible screen SIG | 25pts | FW | V012 | R309-545-13(3) | Rule requires overflow pipes to be screened with #4 mesh non-corrodible screens installed at a location least susceptible to damage by vandalism. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 28 of 34 PF001 - PUMP STATION # 1 -- Pump Stations - Active 182C Overflow line connected or discharges to a sanitary sewer drain? SIG | 50pts | FW | V013 | R309-545-13(5) | Rule prohibits overflow pipes from connecting to, or discharging into, a sanitary sewer system. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 183 Are the drain line and overflow combined?Y 184 Is this facility Active or Inactive?A 185 There are no undocumented drinking water facilities (i.e. tanks, pump stations, treatment facilities, etc.) or recent modifications that have not gone through DDW review SIG | 50pts | SM | G001 | R309-100-5(2), R309-500-6, R309-500-9, R309-500-9(2) and (3) | Rule requires complete plans & specification for all public drinking water projects to be approved in writing by the Director. Any facility found that has not started DDW review shall be considered unapproved. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 186 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible, Vertical turbine) Centrifugal 187 If the pump station is used to pressurize the distribution system, does it have at least two functioning pumping units? ... if yes, answer the following question(s) SIG | 25pts | PU | PS18 | R309-540-5(4)(b) | Rule states inline booster pumps, withdrawing water directly from distribution lines without storage and feeding water directly into distribution lines, shall have at least two pumping units. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. Y 187A Demand is met by remaining pump(s) when largest pumping unit out of service SIG | 25pts | PU | PS19 | R309-540-3(a) | Inline booster pumps shall have at least two pumping units (such that with any one pump out of service, the remaining pump or pumps shall be capable of providing the peak day demand of the specific portion of the system serviced). This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 188 Pump station building and equipment are protected from flooding. Exception Granted: R309-540-5 (2) (a) (iii) | Pump station, built in 2002, is 4" above FG (not 6"). MIN | 15pts | PU | PS13 | R309-540-5(1)(a)(ii), R309-540-5(2)(a)(iii) | Pump station access shall be 6" above surrounding ground and located at least 3’ above 100-year flood elevation or highest recorded flood elevation; station is accessible at all times unless it can be taken out of service when inaccessible. C 189 There are no unprotected cross-connections in the pump station. SIG | 50pts | PU | PS15 | R309-105-12(1) | Cross connections are not allowed unless controlled by an approved and properly operating backflow prevention assembly or device. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 29 of 34 TP001 - SCHREIBER FOODS CHLORINATOR -- Treatment - Chlorination General - Active 190 Discharge piping has a pressure gauge. MIN | 15pts | PU | PS03 | R309-540-5 (6)(c)(i) | Rule requires that a standard pressure gauge be installed on the pump discharge line. C 191 Does the pumping facility have an air relief valve located on the discharge piping? ... if yes, answer the following question(s) Y 191A End of air relief piping downturned SIG | 25pts | PU | PS12 | R309-550-6(6)(b), R309-540-6(2) | The open end of the air relief vent pipe from automatic valves shall be provided with a downward elbow. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 191B End of air relief piping covered with #14 mesh screen SIG | 25pts | PU | PS10 | R309-550-6(6)(b), R309-540-6(2) | The open end of the air relief vent pipe from automatic valves shall be provided with a #14 mesh, non- corrodible screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 191C End of air relief piping terminates at least 6 inches above floor SIG | 25pts | PU | PS11 | R309-550-6(6)(b), R309-540-6(2) | Rule requires that an air release valve discharge line terminate a minimum of 6 inches above the floor. C 192 Pump station properly secured MIN | 15pts | PU | PS33 | R309-540-5(1)(a)(v) | The pump station is protected to prevent vandalism and entrance by animals or unauthorized persons. C 193 Is this facility Active or Inactive?A 194 Is system required to provide primary disinfection? Prompt - If system knows they are required to chlorinate based on water quality issues and/or knows they are required to provide a minimum CT then follow-up by DDW is needed. Y 194A If yes, no new connections have been added prior to approved first connection that would change the disinfection CT calculation. SIG | 50pts | TR | TD26 | R309-505-7(2), R309-520-4 and 6(4) | Point of application of disinfectants shall be at a location that will achieve the required disinfection CT prior to the first service connection. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 195 When chlorination is required, disinfection has operated uninterrupted during the past year while supplying drinking water. SIG | 50pts | TR | TD25 | R309-520-6 | Rule requires continuous disinfection of groundwater sources that do not consistently meet bacteriological quality standards, all surface water sources, and groundwater sources under the direct influence of surface water. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 30 of 34 196 Chlorine (gas & hypochlorite solution, tablets, granules, ) and chemicals used to generate chlorine solutions and chlorine dioxide meet ANSI/NSF 60. SIG | 50pts | TR | TD90 | R309-525-11(5), R309-520-6(2) | All chemicals added to drinking water, including chlorine, chloramines and chemicals used to generate hypochlorite solutions and chlorine dioxide, shall be certified as complying with ANSI/NSF Standard 60. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 197 If chemical dilution or dissolution is needed, cross-connection control is provided on water lines feeding solution tanks. SIG | 50pts | TR | TX07 | R309-525-11(2)(c), R309-525-11(9)(b)(i) to (iv) | Cross connection control shall be provided on make-up water lines feeding solution tanks. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 198 Water flow rate is measured to control chemical feed? SIG | 25pts | TR | TD79 | R309-525-11(7)(d)(ii) and (iii), R309-525-11(7)(a)(i) | Chemical feed rates shall be proportional to flows and a means to measure water flow rate shall be provided. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 199 Solution tanks and tank refilling line entry points are properly labeled to identify the chemicals MIN | 15pts | TR | TG03 | R309-525-11(8)(c)(vii) | Rule requires tanks to be properly labeled to designate the chemical contained. C 200 Free chlorine residual test equipment on-site or available? MIN | 15pts | TR | TD78 | R309-520-7(1)(j) | Rule requires chlorine residual test equipment available capable of measuring residuals to the nearest 0.1 mg/l in the range below 0.5 mg/l, to the nearest 0.3 mg/l between 0.5 mg/l and 1.0 mg/l and to the nearest 0.5 mg/l above 1.0 mg/l. C 201 Spare parts are available to replace parts subject to wear and breakage MIN | 15pts | TR | TD75 | Standard Method 334.0 Determination of Residual Chlorine in Drinking Water Using an Online Chlorine Analyzer. [EPA 815-B-09-013 September 2009 11.1.1.2 Page 13] | Spare parts shall be provided and maintained for all chlorinators to repair parts subject to wear and breakage. C 202 Is chlorine chemical dose rate adjusted due to different water demand flow rates and/or changing water quality? Y 202A If yes, which water flow rate is used? e.g. influent flow, effluent flow, filter flow.C 203 Is there a designated chlorine Point of Entry (POE) sample location? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 204 POE is before first connection/customer? SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d) C 205 Chlorine residual records are maintained and available... if yes answer following SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d) Y DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 31 of 34 TP001 - SCHREIBER FOODS CHLORINATOR -- Gaseous Chlorination - Active 205A System is sampling distribution residuals throughout entire distribution system MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 205B Distribution chlorine residuals meet minimum concentration requirement SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d) C 205C "What is the maximum free chlorine residual measure? This value never exceeds 4.0 mg/L? " MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 205D System collects at least three distribution chlorine residual samples a week? MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 205E System is sampling distribution residuals in accordance with monitoring schedule MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 206 Treatment plant properly secured to protect the quality of the treated water. R309-520- 7(2)(f) SIG | 25pts | SM | A050 | R309-400-11 | If the water system does not comply with the directive, the Director may assess 25 to 200 points to the water system. Points shall be assessed based upon the severity of the non-compliance, the threat to public health and the underlying basis for the original directive. C 207 Daily operating records reflect chemical dosages and total quantities used SIG | 25pts | MR | TG20 | R309-105-14(3)(a) | Rule requires all water system using chemical addition or specialized equipment for the treatment of drinking water to regularly complete operational reports. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 208 Is this facility Active or Inactive?A 209 If disinfection is required, standby chlorination equipment of sufficient capacity is available to replace the largest unit. SIG | 25pts | TR | TD22 | R309-520-7(1)(k)(ii) | Where chlorination is required for disinfection of the water supply, the rule requires standby equipment of sufficient capacity to be available to replace the largest unit in the event of its failure. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 210 Is the chlorinator room heated and has the ability to be protected from excessive heat? MIN | 15pts | TR | TD08 | R309-520-7(1)(l) | Rule requires chlorinator buildings to be heated, lighted, and ventilated as necessary to assure proper operation of the equipment and safety of the operators. C 211 If continuous disinfection is needed, automatic switch over of chlorine cylinders is provided. MIN | 15pts | TR | TD01 | R309-520-7(2)(a), R309-520-6(1) | Rule requires automatic switch over of chlorine cylinders be provided if continuous disinfection is required. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 32 of 34 212 Exhaust fan takes suction near the floor as far as practical from the door and air inlet, and discharges outside away from air inlets. MIN | 15pts | TR | TD09 | R309-520-7(2)(d)(iii) | Rule requires a chlorine room exhaust fan to take suction inside the chlorine room near the floor, as far as practical from the door and air inlet, and discharge air outside of the building away from air inlets. C 213 Air inlets are located near the ceiling and fitted with louvers. MIN | 15pts | TR | TD10 | R309-520-7(2)(d)(iv) | Rule requires chlorine room air inlets to be through wall louvers near the ceiling. C 214 Chlorine vent line discharges outside and above grade and is screened with #14 mesh screen. SIG | 25pts | TR | TD13 | R309-520-7(2)(e) | Rule requires the chlorine vent line to discharge outside, above grade, at a point least susceptible to vandalism, and to have the end covered with a #14 mesh non-corrodible screen. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 215 Separate switches for chlorine room fans and lights are located near the entrance to the room (or are located outside the chlorine room if housed in a water treatment plant). MIN | 15pts | TR | TD12 | R309-520-7(2)(d)(v) | Rule requires separate switches for the chlorine room fans and lights to be located near the entrance to the room and to be protected from vandalism. The switches are required to be located outside the chlorine room if housed in a water treatment plant. C 216 Chlorine cylinder is restrained in position to prevent upset. SIG | 25pts | TR | TD15 | R309-520-7(2)(h) | Rule requires chlorine cylinders to be restrained in position to prevent upset. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 217 Chlorine cylinder is not stored in direct sunlight or exposed to excessive heat. SIG | 25pts | TR | TD17 | R309-520-7(2)(f)(ii) | Rule prohibits chlorine cylinders from being stored in direct sunlight or exposed to excessive heat. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 218 Weight scale is provided for weighing chlorine gas cylinders/containers. SIG | 25pts | TR | TD02 | R309-520-7(2)(i) | Rule requires scales to be provided for determining chlorine cylinder weight. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 219 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following question(s) Y 219A Leak response/repair plan available MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for regulatory followup to address concerns. C 219B Bottle of ammonium hydroxide (56 % ammonia solution) is available for chlorine leak detection MIN | 15pts | TR | TD14 | R309-520-7(2)(l)(i) | Rule requires a bottle of ammonium hydroxide (56% ammonia solution) to be available for leak detection. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 33 of 34 219C Immediate access to NIOSH respirator available SIG | 25pts | TR | TD04 | R309-520-7(2)(k)(ii) | Where 150 pound chlorine cylinders are used, a respirator recommended the National Institute of Occupational Safety and Health must be available. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C 220 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N 221 Is the (daily) scale weight or volume data recorded? Explain where in the comments... SIG | 25pts | TR | TD02 | R309-520-7(2)(i) | Rule requires scales to be provided for determining chlorine cylinder weight. This significant deficiency must be corrected within 120 days of notification or have a corrective action plan approved by DDW. C DEQ | Drinking Water Run Date: 10/23/2024 15:50:02 | Rating: Not Approved UTAH03002 AMALGA TOWN WATER SYSTEM page 34 of 34