DDW-2024-010799

Utah Department Of Environmental Quality
Division Of Drinking Water Sanitary Survey
Sanitary Survey
General System Information
Exception Granted: R309-550-7 Minimum Separation | On June 8, 2017, the Division of Drinking Water (the Division) received your inquiry about an
exception to Rule R309-550-7, Separation of Water Mains and Transmission Lines from Sewers and Other Pollution Sources. On June 14, 2017,
the Division received updated construction drawings with the proposed improvements shown. This rule states specifically that the horizontal
distance between pressure water mains and sanitary sewer lines shall be at least ten feet and that where a main and a sewer line must cross, the
water main shall be at least 18 inches above the sewer line.

The basis for your request for an exception to R309-550-7 is that Bountiful City is installing approximately 700 feet of new gravity flow sewer line to
be used for the backwash waste water for the proposed Mueller Park Membrane Water Treatment Plant. The new 6-inch sewer line extension
connects to an existing sewer manhole in Mueller Park Road and extends to the new treatment plant site. Due to the curvy alignment of the road
and the limited space in the ROW with existing utilities, there are several locations where the separation between the new sewer and the existing
12-inch water line is less than 10 feet. The City has potholed the existing waterline in a few locations and found it to be typically between 6-9 feet
deep. In general, the sewer will be higher than the waterline. You propose to install fusible HDPE pipe for the sewer line to eliminate joints and
provide protection for public health. On this basis, an exception to R309-550-7, Separation of Water Mains and Transmission Lines from Sewers
and Other Pollution Sources, is hereby granted for the sewer line serving the Mueller Park Membrane Water Treatment (DS001).
Exception Granted: R309-550-7(1) | The basis for the request for an exception to R309-550-7 was that, due to the 10-foot easement and an
existing sewer line, the proposed 8-inch PVC or fused joint HDPE waterline would have only 3 foot horizontal separation from the existing sewer
line.
Exception Granted: R309-550-7(1) | Existing Sewer. Small width utility cooridor. Other alternatives were considered, but this is most reasonable.

The basis for your request for an exception to R309-550-7 is that, due to the 10-foot easement and
an existing sewer line, the proposed 8-inc

Site Visit Date Surveyor Name
08/14/2024 Nagendra Dev
BOUNTIFUL CITY WATER
SYSTEM
PWS ID: UTAH06015 Rating: Approved 06/12/2017 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: KRAIG WILLIAM
*Last Name: CHRISTENSEN
*Organization:
*Address: Redacted
*City: BOUNTIFUL
*State: UT
*Zip: 84010
*Email: [e-mail]
*Phone: [phone]
DEQ | Drinking Water
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2 Legal Contact (LC) [ if no eMail address is available, enter [e-mail] ]
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: BOUNTIFUL CITY CORP
*Address: 260 W 1050 S
*City: BOUNTIFUL
*State: UT
*Zip: 84010
*Email: [e-mail]
*Phone: [phone]
3 Owner Contact (OW) [ if no eMail address is available, enter [e-mail] ]
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: BOUNTIFUL CITY CORP
*Address: 260 W 1050 S
*City: BOUNTIFUL
*State: UT
*Zip: 84010
*Email: [e-mail]
*Phone: [phone]
4 Direct Operator in Charge (DO) [ if no eMail address is available, enter
[e-mail] ]
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: KRAIG WILLIAM
*Last Name: CHRISTENSEN
*Organization:
*Address: 874 S 150 W
*City: BOUNTIFUL
*State: UT
*Zip: 84010
*Email: [e-mail]
*Phone: [phone]
5 Does the system serve a Residential population?Y
5A Population - Residential 37500
5B Operating Period (Start Date) - Residential 01/01
5C Operating Period (End Date) - Residential 12/31
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
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Site Visit Info
Management and Operations
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
8 Population - Wholesale :0
9 Residential Connections:10900
10 Commercial Connections:500
11 Industrial Connections:0
12 Agricultural Connections:0
13 Date of Survey (First Day of Field Work)08/13/2024
14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the
header **
08/14/2024
15 Date final report sent to system (questionnaire, deficiency report and capacity
spreadsheet)
09/09/2024
16 Water system representative present during the survey:Kraig Christensen (Notes: Jerry Wilson)
17 How much time was spent to prepare survey documents prior to field survey? (Round
up to nearest quarter hour)
5
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)
10
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)
1
20 How much time did it take to finish the Survey Report? (Round up to nearest quarter
hour)
6
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
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Cross Connection and Operator Certification
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
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
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General Maintenance and Environment
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.
C
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
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Distribution
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
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
DEQ | Drinking Water
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General Disinfection
PF013 - HOLBROOK BOOSTER STATION - Proposed
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)
N
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
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ST015 - FOURTH NORTH STORAGE - Proposed
WS002 - 100 EAST WELL (OLD) - Inactive (AB - ABANDONED)
WS001 - ZESIGER WELL - Active
51 Is this facility in operation without an Operating Permit?
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.
N
51A When is the anticipated date to request an Operating Permit? Explain in comments...About one year
52 Is this facility in operation without an Operating Permit?
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.
N
52A When is the anticipated date to request an Operating Permit? Explain in comments...About one year
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.
N
53 Is this facility Active or Inactive?A
54 Operating Period (Start Date)04/01
55 Operating Period (Ending Date)09/30
56 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
57 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
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58 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
59 Is the well casing vented? ... if yes, answer the following question(s)Y
59A 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
59B 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
59C 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
60 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y
60A 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
60B 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
60C 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
61 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
62 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
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63 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
64 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
65 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
66 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
67 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
68 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
69 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
70 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
71 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y
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WS003 - CALDER WELL 1 - Active
71A 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
71B 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
71C 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
72 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
73 Does well require oil-lubrication?N
74 Is this facility Active or Inactive?A
75 Operating Period (Start Date)01/01
76 Operating Period (Ending Date)12/31
77 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
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78 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
79 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
80 Is the well casing vented? ... if yes, answer the following question(s)Y
80A 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
80B 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
80C 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
81 Does the well have a pump to waste line? ... if yes, answer the following question(s)N
82 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
83 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.
D (Notes: Wellhead not secured. N)
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84 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
85 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
86 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
87 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
88 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
89 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
90 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
91 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
92 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y
DEQ | Drinking Water
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WS004 - BARTON CREEK WELL -
92A 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
92B 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
92C 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
93 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
94 Does well require oil-lubrication?N
95 Is this facility Active or Inactive?I
95A Explain why this facility is Inactive (Is this facility in stand-by mode?)WS004 will be developed with suitable
treatment. Missing major components in the
well. N
96 Operating Period (Start Date)01/01
97 Operating Period (Ending Date)12/31
98 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
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99 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.
D (Notes: Well missing with many
components. A)
100 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
NA (Notes: To be renovated/modified with
proper treatment.)
101 Is the well casing vented? ... if yes, answer the following question(s)N
102 Does the well have a pump to waste line? ... if yes, answer the following question(s)N
103 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.
NA (Notes: To be renovated/modified with
treatment.)
104 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.
NA (Notes: To be renovated/modified with
treatment.)
105 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.
NA (Notes: To be renovated/modified with
treatment.)
106 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.
NA (Notes: To be renovated/modified with
treatment.)
107 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.
NA (Notes: To be renovated/modified with
treatment.)
DEQ | Drinking Water
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WS007 - CITY SHOP WELL - Active
108 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)
NA (Notes: To be renovated/modified with
treatment.)
109 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.
NA (Notes: To be renovated/modified with
treatment.)
110 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.
NA (Notes: To be renovated/modified with
treatment.)
111 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.
NA (Notes: To be renovated/modified with
treatment.)
112 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.
NA (Notes: To be renovated/modified with
treatment.)
113 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
N
114 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.
NA (Notes: To be renovated/modified with
treatment.)
115 Does well require oil-lubrication?N
116 Is this facility Active or Inactive?A
117 Operating Period (Start Date)01/01
118 Operating Period (Ending Date)12/31
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119 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
120 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
121 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
122 Is the well casing vented? ... if yes, answer the following question(s)Y

122A 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

122B 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

122C 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
123 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

123A 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
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123B 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

123C 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
124 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
125 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
126 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
127 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
128 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
129 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
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WS009 - CALDER WELL 2 - Active
130 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
131 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
132 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
133 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
134 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

134A 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

134B 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

134C 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
135 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
136 Does well require oil-lubrication?N
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137 Is this facility Active or Inactive?A
138 Operating Period (Start Date)01/01
139 Operating Period (Ending Date)12/31
140 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
141 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
142 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
143 Is the well casing vented? ... if yes, answer the following question(s)Y

143A 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

143B 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

143C 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
144 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y
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144A 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

144B 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

144C 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
145 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
146 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
147 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
148 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
149 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
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150 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
151 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
152 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
153 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
154 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
155 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

155A 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

155B 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

155C 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
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WS010 - VIEWMONT WELL - Active
156 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
157 Does well require oil-lubrication?N
158 Is this facility Active or Inactive?A
159 Operating Period (Start Date)01/01
160 Operating Period (Ending Date)12/31
161 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
162 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
163 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
164 Is the well casing vented? ... if yes, answer the following question(s)Y

164A 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
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164B 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

164C 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
165 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

165A 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

165B 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

165C 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
166 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
167 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
168 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
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169 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
170 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
171 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
172 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
173 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
174 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
175 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
176 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

176A 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

176B 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
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WS012 - UPPER MUELLER WELL - Active

176C 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
177 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
178 Does well require oil-lubrication?N
179 Is this facility Active or Inactive?A
180 Operating Period (Start Date)01/01
181 Operating Period (Ending Date)12/31
182 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
183 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
184 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
185 Is the well casing vented? ... if yes, answer the following question(s)Y
DEQ | Drinking Water
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185A 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

185B 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

185C 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
186 Does the well have a pump to waste line? ... if yes, answer the following question(s)N
187 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
188 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
189 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
190 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
191 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
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192 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
193 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
194 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
195 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
196 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
197 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

197A 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

197B 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

197C 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
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WS013 - LOWER MUELLER WELL - Active
198 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
199 Does well require oil-lubrication?N
200 Is this facility Active or Inactive?A
201 Operating Period (Start Date)06/01
202 Operating Period (Ending Date)09/30
203 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
204 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
205 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
206 Is the well casing vented? ... if yes, answer the following question(s)Y

206A 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
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206B 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

206C 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
207 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

207A 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

207B 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

207C 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
208 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
209 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
210 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
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211 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
212 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
213 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
214 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
215 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
216 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
217 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
218 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

218A 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

218B 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
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WS015 - SUBCONSERV WELL - Active

218C 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
219 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
220 Does well require oil-lubrication?N
221 Is this facility Active or Inactive?A
222 Operating Period (Start Date)04/01
223 Operating Period (Ending Date)09/30
224 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
225 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
226 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
227 Is the well casing vented? ... if yes, answer the following question(s)Y
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227A 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

227B 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

227C 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
228 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

228A 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

228B 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

228C 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
229 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
230 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
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231 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
232 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
233 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
234 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
235 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
236 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
237 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
238 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
239 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y
DEQ | Drinking Water
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WS018 - 100 E WELL (REPLACE) - Active

239A 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

239B 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

239C 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
240 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
241 Does well require oil-lubrication?N
242 Is this facility Active or Inactive?A
243 Operating Period (Start Date)01/01
244 Operating Period (Ending Date)12/31
245 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
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246 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
247 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
248 Is the well casing vented? ... if yes, answer the following question(s)Y

248A 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

248B 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

248C 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
249 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

249A 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

249B 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
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249C 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
250 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
251 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.
D (Notes: Wellhead not protected well. A)
252 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
253 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
254 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
255 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
256 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
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ST001 - ASHDOWN STORAGE - Active
257 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
258 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
259 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
260 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

260A 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

260B 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

260C 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
261 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
262 Does well require oil-lubrication?N
263 Is this facility Active or Inactive?A
264 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1000000
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265 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
266 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
267 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
268 Are air vents present? ... if yes, answer the following question(s)Y

268A 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

268B 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

268C 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

268D 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
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269 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

269A 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

269B 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

269C 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
270 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
271 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
272 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
273 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
274 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
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ST002 - LOWER WILLIAMS STORAGE - Active
275 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

275A 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

275B 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

275C 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
276 Are the drain line and overflow combined?Y
277 Is this facility Active or Inactive?A
278 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1000000
279 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
280 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
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281 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
282 Are air vents present? ... if yes, answer the following question(s)Y

282A 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

282B 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

282C 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

282D 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
283 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

283A 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

283B 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
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283C 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
284 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
285 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
286 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
287 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
288 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
289 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

289A 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

289B 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
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ST003 - TEMPLE VIEW STORAGE - Active

289C 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
290 Are the drain line and overflow combined?Y
291 Is this facility Active or Inactive?A
292 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1500000
293 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
294 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
295 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
296 Are air vents present? ... if yes, answer the following question(s)Y

296A 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

296B 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
DEQ | Drinking Water
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296C 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

296D 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
297 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

297A 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

297B 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

297C 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
298 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
299 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
DEQ | Drinking Water
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ST004 - STONERIDGE STORAGE - Active
300 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
301 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
302 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
303 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

303A 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

303B 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

303C 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
304 Are the drain line and overflow combined?Y
305 Is this facility Active or Inactive?A
306 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
500000
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307 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
308 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
309 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
310 Are air vents present? ... if yes, answer the following question(s)Y

310A 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

310B 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

310C 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

310D 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
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311 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

311A 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

311B 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

311C 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.
D (Notes: Lid broken unable to see gasket.
A)
312 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
313 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
314 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
315 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
316 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
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ST005 - EGGETT STORAGE - Active
317 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

317A 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

317B 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

317C 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
318 Are the drain line and overflow combined?Y
319 Is this facility Active or Inactive?A
320 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1000000
321 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
322 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
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323 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
324 Are air vents present? ... if yes, answer the following question(s)Y

324A 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

324B 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

324C 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

324D 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
325 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

325A 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

325B 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
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325C 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
326 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
327 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
328 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
329 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
330 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
331 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

331A 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

331B 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
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ST006 - NORTH CANYON STORAGE - Active

331C 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
332 Are the drain line and overflow combined?Y
333 Is this facility Active or Inactive?A
334 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
500000
335 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
336 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
337 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
338 Are air vents present? ... if yes, answer the following question(s)Y

338A 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

338B 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
DEQ | Drinking Water
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338C 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

338D 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
339 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

339A 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

339B 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

339C 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
340 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
341 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
DEQ | Drinking Water
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ST007 - BARTON CREEK STORAGE - Active
342 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
343 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
344 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
345 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

345A 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

345B 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

345C 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
346 Are the drain line and overflow combined?Y
347 Is this facility Active or Inactive?A
348 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
2250000
DEQ | Drinking Water
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349 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
350 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
351 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
352 Are air vents present? ... if yes, answer the following question(s)Y

352A 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

352B 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

352C 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

352D 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
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353 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

353A 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

353B 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

353C 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.
D (Notes: Not properly gasketed. A)
354 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
355 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
356 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
357 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
358 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
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ST008 - MILLCREEK STORAGE - Active
359 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

359A 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

359B 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

359C 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
360 Are the drain line and overflow combined?Y
361 Is this facility Active or Inactive?A
362 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
3500000
363 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
364 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
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365 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
366 Are air vents present? ... if yes, answer the following question(s)Y

366A 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

366B 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

366C 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

366D 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
367 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

367A 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

367B 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
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367C 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
368 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
369 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
370 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
371 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
372 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
373 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

373A 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

373B 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
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ST009 - HOLBROOK STORAGE - Active

373C 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
374 Are the drain line and overflow combined?Y
375 Is this facility Active or Inactive?A
376 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1500000
377 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
378 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
379 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
380 Are air vents present? ... if yes, answer the following question(s)Y

380A 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

380B 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.
D (Notes: The vent doesn't seem to be 2
feet above the earthen surface.)
DEQ | Drinking Water
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380C 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

380D 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
381 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

381A 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

381B 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

381C 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.
D (Notes: Not properly gasketed. A)
382 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
383 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
DEQ | Drinking Water
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ST010 - UPPER WILLIAMS STORAGE - Active
384 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
385 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
386 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
387 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

387A 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

387B 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

387C 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
388 Are the drain line and overflow combined?Y
389 Is this facility Active or Inactive?A
390 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1500000
DEQ | Drinking Water
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391 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
392 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
393 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
394 Are air vents present? ... if yes, answer the following question(s)Y

394A 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

394B 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

394C 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

394D 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
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395 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

395A 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

395B 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

395C 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
396 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
397 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
398 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
399 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
400 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
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ST011 - LOWER MAPLE HILLS STORAGE - Active
401 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

401A 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

401B 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

401C 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
402 Are the drain line and overflow combined?Y
403 Is this facility Active or Inactive?A
404 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
200000
405 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
406 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
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407 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
408 Are air vents present? ... if yes, answer the following question(s)Y

408A 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

408B 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

408C 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

408D 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
409 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

409A 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

409B 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
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409C 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
410 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
411 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
412 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
413 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
414 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
415 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

415A 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

415B 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
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ST012 - UPPER MAPLE HILLS STORAGE - Active

415C 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
416 Are the drain line and overflow combined?Y
417 Is this facility Active or Inactive?A
418 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
500000
419 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
420 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
421 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
422 Are air vents present? ... if yes, answer the following question(s)Y

422A 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

422B 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
DEQ | Drinking Water
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422C 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

422D 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
423 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

423A 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

423B 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

423C 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
424 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
425 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
DEQ | Drinking Water
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ST013 - CUMORAH STORAGE - Active
426 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
427 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
428 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
429 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

429A 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

429B 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

429C 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
430 Are the drain line and overflow combined?Y
431 Is this facility Active or Inactive?A
432 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1500000
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433 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
434 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
435 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
436 Are air vents present? ... if yes, answer the following question(s)Y

436A 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

436B 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

436C 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

436D 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
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437 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

437A 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

437B 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

437C 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
438 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
439 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
440 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
441 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
442 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
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ST014 - SUMMERWOOD STORAGE - Active
443 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

443A 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

443B 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

443C 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
444 Are the drain line and overflow combined?Y
445 Is this facility Active or Inactive?A
446 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
1500000
447 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
448 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
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449 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
450 Are air vents present? ... if yes, answer the following question(s)Y

450A 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

450B 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

450C 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

450D 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
451 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

451A 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

451B 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
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451C 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
452 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
453 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
454 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
455 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
456 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
457 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

457A 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

457B 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
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PF001 - MAPLE HILLS BOOSTER STATION -- Pump Stations - Active
Exception Granted: R309-54O-5(2)(a)(iii) | Floor of pump station is not at least 6-inches higher than the exterior elevation.

457C 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
458 Are the drain line and overflow combined?Y
459 Is this facility Active or Inactive?A
460 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
461 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
462 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

462A 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
463 Pump station building and equipment are protected from flooding.
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
DEQ | Drinking Water
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PF002 - ASHDOWN BOOSTER STATION -- Pump Stations - Active
464 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
465 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
466 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

466A 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

466B 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

466C 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
467 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
468 Is this facility Active or Inactive?A
469 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
470 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
DEQ | Drinking Water
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471 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

471A 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
472 Pump station building and equipment are protected from flooding.
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
473 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
474 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
475 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

475A 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

475B 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

475C 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
476 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
DEQ | Drinking Water
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PF003 - BARTON CREEK BOOSTER STATION -- Pump Stations - Active
477 Is this facility Active or Inactive?A
478 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
479 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
480 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

480A 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
481 Pump station building and equipment are protected from flooding.
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
482 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
483 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
484 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y
DEQ | Drinking Water
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PF004 - CUMORAH BOOSTER STATION -- Pump Stations - Active

484A 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

484B 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

484C 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
485 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
486 Is this facility Active or Inactive?A
487 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
488 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
489 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

489A 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
DEQ | Drinking Water
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PF005 - LOWER WILLIAMS BOOSTER STATION -- Pump Stations - Active
490 Pump station building and equipment are protected from flooding.
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
491 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
492 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.
D (Notes: No pressure gauge in discharge
piping. N)
493 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

493A 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

493B 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

493C 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
494 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
495 Is this facility Active or Inactive?A
496 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
497 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
DEQ | Drinking Water
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498 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

498A 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
499 Pump station building and equipment are protected from flooding.
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
500 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
501 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
502 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

502A 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

502B 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

502C 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
503 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
DEQ | Drinking Water
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PF006 - MILLCREEK BOOSTER STATION -- Pump Stations - Active
504 Is this facility Active or Inactive?A
505 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
506 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
507 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

507A 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
508 Pump station building and equipment are protected from flooding.
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
509 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
510 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
511 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y
DEQ | Drinking Water
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PF007 - NORTH CANYON BOOSTER STATION -- Pump Stations - Active

511A 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

511B 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

511C 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
512 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
513 Is this facility Active or Inactive?A
514 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
515 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
516 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

516A 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
DEQ | Drinking Water
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PF008 - STONERIDGE BOOSTER STATION -- Pump Stations - Active
517 Pump station building and equipment are protected from flooding.
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
518 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
519 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
520 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

520A 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

520B 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

520C 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
521 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
522 Is this facility Active or Inactive?A
523 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
524 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
DEQ | Drinking Water
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525 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

525A 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
526 Pump station building and equipment are protected from flooding.
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
527 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
528 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
529 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

529A 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

529B 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

529C 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
530 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
DEQ | Drinking Water
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PF009 - 3100 SOUTH BOOSTER STATION -- Pump Stations - Active
531 Is this facility Active or Inactive?A
532 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
533 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
534 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

534A 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
535 Pump station building and equipment are protected from flooding.
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
536 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
537 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
538 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y
DEQ | Drinking Water
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PF010 - TURKEY SHOOT BOOSTER STATION -- Pump Stations - Active

538A 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

538B 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

538C 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
539 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
540 Is this facility Active or Inactive?I

540A Explain why this facility is Inactive (Is this facility in stand-by mode?)stand-by mode
541 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
542 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
543 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

543A 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
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PF011 - UPPER WILLIAMS BOOSTER STATION -- Pump Stations - Active
544 Pump station building and equipment are protected from flooding.
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
545 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
546 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
547 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

547A 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

547B 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

547C 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
548 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
549 Is this facility Active or Inactive?A
550 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
551 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
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552 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

552A 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
553 Pump station building and equipment are protected from flooding.
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
554 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
555 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
556 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

556A 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

556B 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

556C 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
557 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
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PF012 - EGGETT BOOSTER STATION -- Pump Stations - Active
558 Is this facility Active or Inactive?A
559 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
560 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
561 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

561A 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
562 Pump station building and equipment are protected from flooding.
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
563 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
564 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.
D (Notes: No pressure gauge in discharge
piping. A)
565 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y
DEQ | Drinking Water
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PF014 - 4TH NORTH BOOSTER STATION -- Pump Stations - Active

565A 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

565B 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

565C 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
566 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
567 Is this facility Active or Inactive?A
568 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
569 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
570 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

570A 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
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Treatment General - Active
Exception Granted: R309-525-11(6)(a)(iv)(B) | Over-flow pipe.
The Mueller Park surface water treatment plant (WTP) (TP014) uses double-walled tanks for the storage of liquid chemical. The double-walled
tanks provide containment in the event of a breach on the inner tank wall, preventing accidental spills from tank failure. Due to the double wall tank
nature, installing a overflow pipe, would potentially breach the containment offered by the double wall i.e. liquid may pass at the seal of the overflow
pipe at inner wall.
Exception Granted: Not an Exception- clarification on a few items | null

571 Pump station building and equipment are protected from flooding.
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
572 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
573 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
574 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

574A 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

574B 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

574C 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
575 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
576 Is this facility Active or Inactive?A
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577 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
578 Operating Period (Start Date)01/01
579 Operating Period (Ending Date)12/31
580 What is the objective of the treatment process and how do you know it is working?
(e.g., surface water treatment, disinfection, arsenic removal, TDS removal etc.)
Surface Water Treatment (Notes: Two
primary objective - to make water potable
(safe to drink) and palatable (aesthetically
acceptable for drinking). The goal of surface
water treatment is to reduce the presence of
disease-causing organisms and associated
health risks to an acceptable safe level.)
581 Walk me through the different process steps of your treatment plant. What is the
purpose of each step? Show me how you determine you are meeting your Treatment
Requirements.
Membrane Filtration Process (Notes: The
membrane acts a filter that let water flow
through, while it catches suspended solids
and other substances. Membranes occupy
through a selective separation wall. Certain
substances can pass through the
membrane, while other substances are
caught.)
582 What Chemicals are used? Why?Coagulant aid, hypochlorite (Notes: Various
types of chemicals are used right from the
entry point in influent to exit point in effluent
in the treatment plant. Pretreatment with
oxidizer may be used along with softening
and prefilter cartridge to reduce NTU. Acid is
used to clean membrane fouling per need
along with backwash. The effluent treated
with chlorine for disinfection per CT
requirement.)
583 How is the chemical dose adjusted with flow and water quality? Prompts: What flow
rate is used for the adjustment (influent, effluent, CFE)? What water quality
parameters would make you change dose rate?
Flow rate and Turbidity (Notes: Based of
Combined Filter Effluent (CFE) dose is
adjusted. If there is change of turbidity, pH
or alkalinity, there is adjustment of dose rate
so as to meet the vital water quality
parameters under control so as to check
DBPs or even control corrosion in the
system.)
584 Does influent flow rate vary?N
585 Process control testing is consistent with the specific treatment process
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
586 There is a means to accurately measure the quantities of chemicals used.
SIG | 25pts | TR | TD99 | R309-525-11(7)(d)(iv) | Provisions shall be made for
measuring the quantities of chemicals used. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
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587 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
588 Are liquid chemicals used? ... if yes, answer the following question(s)Y

588A Proper cross-connection control is provided on the service water lines that feed the
solution tanks
SIG | 50pts | TR | TG53 | R309-525-11(9)(b)(i) | Rule requires cross connection control
to be provided to assure that the make-up waterlines discharging to solution tanks
shall be properly protected from backflow as required by the Utah Plumbing Code.
This significant deficiency must be corrected within 120 days of notification or have a
compliance action plan approved by DDW.
C

588B There are adequate spill containment provisions for acid and caustic liquids.
MIN | 15pts | TR | TG59 | R309-525-11(6)(a)(iv)(B), R309-525-11(8)(b)(viii) | Rule
requires liquid chemical storage tanks to have an overflow and receiving basin or drain
capable of receiving accidental spills or overflows, and meeting all the requirements of
R309-525-23.
C

588C If there is a day tank, the bulk tank and day tanks have separate screened vents.
MIN | 15pts | TR | TG60 | R309-525-11(8)(b)(vi) | Rule requires acid storage tanks to
be vented to the outside atmosphere, but not through vents in common with day tanks.
C

588D Solution tanks and tank refilling line entry points are properly labeled to identify the
chemicals or liquids
MIN | 15pts | TR | TG03 | R309-525-11(8)(c)(vii) | Rule requires tanks to be properly
labeled to designate the chemical contained.
C

588E No direct connections exist between a sewer and drain or overflow from the feeder,
solution chamber, or tank.
SIG | 50pts | DS | M020 | R309-105-12(1) | Rule states that a water supplier shall not
allow a connection to his system which may jeopardize its quality and integrity. Cross
connections are not allowed unless controlled by an approved and properly operating
backflow prevention assembly. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

588F Chemical storage tank access opening properly covered?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
589 Treatment chemicals 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
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Treatment General
590 Are all chemical feeders properly verified for accuracy?
SIG | 25pts | TR | TG21 | R309-525-11(7)(a)(i) | Feeders shall supply, at all times, the
necessary amounts of chemicals at an accurately controlled rate, throughout the
anticipated range of feed. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
591 Spare parts are available for all chemical feeders
MIN | 15pts | TR | TX09 | R309-525-11(7)(b)(i) and (ii) | R308-525-11(8)(b)(i) states
that a means consistent with the nature of the chemical solution shall be provided in a
solution tank to maintain a uniform strength of solution. Continuous agitation shall be
provided to maintain slurries in suspension. 2 dem
C
592 Incompatible chemicals stored separately
SIG | 25pts | TR | TG19 | R309-525-11(7)(a)(iv) | Rule prohibits chemicals that are
incompatible from being fed, stored, or handled together. This significant deficiency
must be corrected within 120 days of notification or have a corrective action plan
approved by DDW.
C
593 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
594 Raw water compliance samples are collected before any treatment. R309-215-4(4)
SIG | 25pts | TR | T006 | R309-525-15(10)(a)(i) | R309-525-15(10)(a)(i)
Y

594A If yes, was location shown?at influent
595 Where are finished water quality monitoring samples collected?after filter
596 Does water system have a DEQ/DWQ (UPDES permit) discharge permit for the
proper disposal of treatment plant waste to land or water?
MIN | 15pts | SM | TGR3 | R309-105-6 | R309-105-6
C
597 Which parameters are watched when running treatment plant?flow turbidity
598 What type of alarm system is used?SCADA
599 Does treatment plant have a SCADA system?Y

599A Can operators respond to all alarms in a normal day, or do they have to silence
legitimate alarms?
Yes

599B How are alarm set points adjusted and how are changes recorded?Operator can control remotely or through
SCADA
600 Proper lab equipment on site to support required operations & maintenance of the
plant?
SIG | 25pts | TR | T019 | R309-525-17(1) | Sufficient laboratory equipment shall be
provided to assure proper operation and monitoring of the water plant. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
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601 Pre- and post-chlorination systems for surface water plants shall be independent to
prevent siphoning of raw or partially treated water into the clear well.
SIG | 50pts | TR | TG35 | R309-520-7(1)(h), R309-525-11(9)(a) and (b) | Pre- and
post-chlorination systems must be independent to prevent possible siphoning of
partially treated water into the clear well. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
602 For a surface water plant serving more than 3,300 persons, chlorine residual of water
entering the distribution system shall be continuously measured.
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
603 Walk me through the different process steps of your treatment plant. What is the
purpose of each step? Show me how treatment requirements for Giardia, Virus and
Cryptosporidium removal/inactivation determine are determined?
Surface water Treatment (Notes:
objectionable taste, odor or color. Through
the process of flash mixing with chemicals
and sedimentation process, water is cleared
from pathogens and suspended solids.
Treatment with chemicals is required so as
to get rid of virus, crypto and giardia.)
604 Is a gas chlorination facility located inside of a water treatment plant with multiple
processes and operating areas? ... if yes, answer the following question(s)
N
605 Do you treat recycled water?N
606 Are finished water storage (clearwell and/or backwash tank) access openings
present? ... if yes, answer the following question(s)
Y

606A 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

606B 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

606C 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

606D 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
DEQ | Drinking Water
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TP001 - ZESIGER WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active
607 Primary disinfection to complete surface water treatment requirements is achieved
prior to the first connection at peak flow conditions
SIG | 25pts | TR | T096 | R309-525-16(b) and (b)(i) | R309-525-16(b) and (b)(i)
C
608 Disinfection compliance monitoring location demonstrates adequate CT has been
achieved
SIG | 25pts | TR | T099 | R309-215 | R309-215
C
609 Is this facility Active or Inactive?A
610 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.
N
611 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
612 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
613 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
614 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
615 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
616 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
DEQ | Drinking Water
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TP003 - CALDER WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active
617 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
618 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
619 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
620 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
621 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

621A 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

621B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

621C "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

621D 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

621E 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
622 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
623 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
624 Is this facility Active or Inactive?A
DEQ | Drinking Water
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625 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.
N
626 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
627 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
628 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
629 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
630 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
631 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
632 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
633 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
DEQ | Drinking Water
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TP004 - CITY SHOP WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active
634 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
635 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
636 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

636A 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

636B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

636C "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

636D 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

636E 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
637 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
638 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
639 Is this facility Active or Inactive?A
640 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.
N
DEQ | Drinking Water
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641 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
642 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
643 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
644 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
645 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
646 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
647 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
648 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
649 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
DEQ | Drinking Water
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TP006 - VIEWMONT WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active
650 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
651 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

651A 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

651B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

651C "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

651D 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

651E 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
652 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
653 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
654 Is this facility Active or Inactive?A
655 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.
N
656 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
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657 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
658 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
659 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
660 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
661 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
662 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
663 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
664 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
665 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
666 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

666A 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
DEQ | Drinking Water
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TP008 - 100 EAST WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active

666B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

666C "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

666D 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

666E 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
667 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
668 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
669 Is this facility Active or Inactive?A
670 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.
N
671 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
672 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
DEQ | Drinking Water
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673 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
674 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
675 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
676 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
677 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
678 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
679 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
680 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
681 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

681A 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

681B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

681C "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
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Treatment - Chlorination General - Active

681D 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

681E 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
682 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
683 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
684 Is this facility Active or Inactive?A
685 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

685A 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
686 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
687 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
DEQ | Drinking Water
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688 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
689 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
690 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
691 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
692 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
693 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
694 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
695 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
696 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

696A 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

696B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

696C "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
DEQ | Drinking Water
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TP015 - SUBCONSERV WELL CHLORINATOR + FLUORIDE -- Treatment - Chlorination General - Active

696D 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

696E 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
697 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
698 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
699 Is this facility Active or Inactive?A
700 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.
N
701 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
702 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
703 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
DEQ | Drinking Water
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704 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
705 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
706 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
707 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
708 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
N
709 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
710 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
711 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

711A 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

711B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

711C "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

711D 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

711E 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
DEQ | Drinking Water
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TP001 - ZESIGER WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active
712 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
713 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
714 Is this facility Active or Inactive?A
715 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
716 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
717 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
718 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
719 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
720 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
DEQ | Drinking Water
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TP003 - CALDER WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active
721 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
722 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.
D (Notes: Cylinder not restrained. A)
723 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
724 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
725 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

725A 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

725B 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

725C 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
726 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
727 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
728 Is this facility Active or Inactive?A
DEQ | Drinking Water
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729 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
730 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
731 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
732 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
733 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
734 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
735 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
736 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
737 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
DEQ | Drinking Water
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TP004 - CITY SHOP WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active
738 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
739 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

739A 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

739B 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

739C 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
740 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
741 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
742 Is this facility Active or Inactive?A
743 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
744 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
745 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
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746 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
747 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
748 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
749 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
750 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
751 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
752 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
753 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

753A 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

753B 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
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TP006 - VIEWMONT WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active

753C 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
754 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
755 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
756 Is this facility Active or Inactive?A
757 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
758 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
759 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
760 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
761 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
762 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
DEQ | Drinking Water
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TP008 - 100 EAST WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active
763 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
764 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
765 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
766 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
767 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

767A 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

767B 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

767C 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
768 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
769 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
770 Is this facility Active or Inactive?A
DEQ | Drinking Water
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771 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
772 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
773 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
774 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
775 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
776 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
777 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
778 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
779 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
DEQ | Drinking Water
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TP015 - SUBCONSERV WELL CHLORINATOR + FLUORIDE -- Gaseous Chlorination - Active
780 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
781 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

781A 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

781B 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

781C 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
782 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
783 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
784 Is this facility Active or Inactive?A
785 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
786 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
787 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
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788 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
789 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
790 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
791 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
792 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
793 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
794 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
795 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

795A 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

795B 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
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TP014 - MUELLER PARK WTP -- Liquid Hypochlorination - Active

795C 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
796 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
797 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
798 Is this facility Active or Inactive?A
799 Operational means provided to avoid injection of significantly decayed hypochlorite,
such as solution strength testing and delivery records
MIN | 5pts | TR | TD68 | R309-520-7(3)(b) | Rule requires the water system to provide
an operational means, such as keeping records of the delivery date of the hypochlorite
solution, to avoid the injection of significantly decayed hypochlorite solutions.
C
800 Solution tank is covered to minimize corrosive vapors
MIN | 5pts | TR | TD64 | R309-525-11(8)(b)(iii) | Chemical solutions shall be kept
covered.
C
801 Where concentrated hypochlorite solutions (5% or greater) are handled in containers
LARGER than 55 gallons: emergency eyewash station and a safety shower present
SIG | 25pts | TR | TD66 | R309-520-7(3)(a)(i) | Where hypochlorite solutions are used
at remote locations or in quantities of 55 gallons or less on site, safety showers are not
required and alternative emergency eyewash may be provided. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
802 Where concentrated hypochlorite solutions are handled in containers of 55 gallons or
LESS: some method of emergency eyewash provided (a full eyewash station and
shower is not required)
SIG | 25pts | TR | TD66 | R309-520-7(3)(a)(i) | Where hypochlorite solutions are used
at remote locations or in quantities of 55 gallons or less on site, safety showers are not
required and alternative emergency eyewash may be provided. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
803 Hypochlorite solution storage area is protected from excessive heat and direct sunlight
MIN | 5pts | TR | TD67 | R309-520-7(3)(a)(ii) | States Storage and injection areas shall
be designed to minimize the decay in strength of concentrated hypochlorite solutions
from excessive heat or direct sunlight.
C
804 Records are kept to minimize the use of decayed hypochlorite solution
MIN | 5pts | TR | TD68 | R309-520-7(3)(b) | Rule requires the water system to provide
an operational means, such as keeping records of the delivery date of the hypochlorite
solution, to avoid the injection of significantly decayed hypochlorite solutions.
C
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Coagulation
TP014 - MUELLER PARK WTP -- Filtration - General
805 There are adequate spill containment provisions for acid and caustic liquids.
MIN | 15pts | TR | TG59 | R309-525-11(6)(a)(iv)(B), R309-525-11(8)(b)(viii) | Rule
requires liquid chemical storage tanks to have an overflow and receiving basin or drain
capable of receiving accidental spills or overflows, and meeting all the requirements of
R309-525-23.
C
806 Primary coagulant used at all times the plant is in operation Y
807 What primary coagulant is being used?F
808 Is a coagulant aid or filter aid being added?Y
809 Is there a means to determine coagulant dosage?
MIN | 15pts | TR | T083 | R309-525-11(2)(a) and (d) | R309-525-11(2)(a) and (d)
C
810 Instrumentation and controls for the process are operational, and in service
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
811 Is turbidity monitoring required? ... if yes, answer the following question(s)Y

811A How often is the turbidity meter calibrated?monthly

811B How often is the flow of turbidity meter verified?daily

811C Is continuous turbidity monitoring in operation.
SIG | 50pts | TR | T005 | R309-525-15(4)(b)(vi), R309-525-15(4)(c)(vii) | Each dual
media and tri-media filter must be provided with equipment which shall continuously
monitor turbidity in the filtered water. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
812 What is the maximum filtration rate throughout the year (in gpm/sf)?6
813 What criteria are used to determine when a filter backwash is needed?NTU
814 What criteria are used to determine filtration is functioning properly? (PSI, Turbidity,
Headloss, Flow rate, water quality parameter)
turbidity
815 Criteria is used to determine filter loading rate meets the manufacturers
recommendations? R309-525-15(2) Explain in comments...
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
816 What criteria are used to determine if filter media needs to be replaced?turbidity
817 Is backwash flow rate verified to determine it meets minimum requirements?
MIN | 15pts | TR | T076 | R309-525-15(7) | Rule requires that backwash systems be
designed and operated to
provide for adequate backwash with minimum media loss.
C
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Microfiltration
818 If system filters by Direct Filtration, the plant is configured to shut down automatically
when a source water exceeds 20 NTU for longer than 3 hours, or when the source
water turbidity exceeds 30 NTU at any time? R309-530-5(3)(g)
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
819 Type of membrane filtration process?UF
820 What is the typical turbidity of the filter influent water (in NTU)?6
821 What is the typical turbidity of the filter effluent (in NTU)?0.05
822 Is there pretreatment prior to the membranes? ... if yes, answer the following
question(s)
Y

822A Describe pretreatment prefiter
823 Is there a way to release trapped air from the membrane skid (i.e. air release or
manual valves)?
Y
824 Water used for backwashing or cleaning of membranes is of equal or greater quality
than water produced by membranes
SIG | 25pts | TR | T043 | R309-105-10, R309-525-19, R309-525-15(4)(a), R309-525-
15(4)(b)(ii to v), R309-525-15(4)(c)(ii to vi) | R309-530-7
Y
825 Is the plant equipped with a clean-in-place (CIP) function? ... if yes, answer the
following question(s)
Y

825A What criteria are used for initiating a clean-in-place (CIP) sequence?NTU

825B Chemical concentrations are checked at the end of clean-in-place (CIP) cycle to
confirm there is remaining active chemical cleaning solution? Prompt: this confirms
starting dose rates are valid. Should be undertaken once or twice a year?
Once a year

825C Written records are maintained to help troubleshoot future cleaning procedures?Yes

825D How is the CIP sequence initiated?A

825E What chemicals are used for a CIP sequence?Citric acid

825F Clean-in-place (CIP) chemicals are ANSI/NSF 60 certified
SIG | 25pts | TR | T080 | R309-525-11(5), R309-525-25(1), R309-535-11(5)(d) | Rule
requires that all chemicals added to water being treated for use in a public water
system for human consumption comply with ANSI/NSF Standard 60. This significant
deficiency must be corrected within 120 days of notification or have a compliance
action plan approved by DDW.
C

825G Where does the CIP waste discharge to?drains outside
DEQ | Drinking Water
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825H Membrane system has engineered design to prevent the accidental release of
cleaning fluids into the filtered water system. e.g. Double-block and bleed valving, a
filter to waste line, a removable spool piece inserted during cleaning.
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
826 Membrane fiber repairs are performed with an ANSI/NSF 60 approved materials
SIG | 25pts | TR | T080 | R309-525-11(5), R309-525-25(1), R309-535-11(5)(d) | Rule
requires that all chemicals added to water being treated for use in a public water
system for human consumption comply with ANSI/NSF Standard 60. This significant
deficiency must be corrected within 120 days of notification or have a compliance
action plan approved by DDW.
C
827 What is the procedure used for membrane repairs?manufacture's recommentaion
828 Water system conducts daily direct integrity test (DIT)?
SIG | 50pts | TR | T091 | R309-215-15(18)(b)(iii) | R309-215-15(18)(b)(iii)
Y

828A DIT is conducted using a valid method to calculate pass/fail of the DIT?
SIG | 50pts | TR | T091 | R309-215-15(18)(b)(iii) | R309-215-15(18)(b)(iii)
C

828B Water system has a minimum start pressure for daily DIT. Explain in comments...
SIG | 50pts | TR | T093 | R309-215-15(18)(b)(iii)(D) | R309-215-15(18)(b)(iii)(D)
C
829 Does the system conduct continuous indirect integrity testing?
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
Y

829A If yes, is continuous filtrate turbidity measurements are used to conduct continuous
indirect integrity testing? Or DDW Director approved alternative is used.
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

829B If using turbidity monitoring for continuous indirect monitoring, there is a turbidity meter
on each individual membrane monitoring finished water?
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
DEQ | Drinking Water
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TP001 - ZESIGER WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active

829C If using turbidity monitoring for continuous indirect monitoring, there is a turbidity
control limit to trigger a Direct Integrity test
SIG | 50pts | TR | T094 | R309-215-15(18)(b)(iv) | If indirect integrity monitoring
includes turbidity and if the filtrate turbidity readings are above 0.15 NTU for a period
greater than 15 minutes (i.e., two consecutive 15-minute readings above 0.15 NTU),
direct integrity testing must immediately be performed on the associated membrane
unit. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C

829D Turbidity control limit used is below 0.15 NTU or higher with Director approval?
Guidance - confirm this is captured as a critical control point. If no value, default is
0.15 NTU
SIG | 50pts | TR | T094 | R309-215-15(18)(b)(iv) | If indirect integrity monitoring
includes turbidity and if the filtrate turbidity readings are above 0.15 NTU for a period
greater than 15 minutes (i.e., two consecutive 15-minute readings above 0.15 NTU),
direct integrity testing must immediately be performed on the associated membrane
unit. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C
830 Does the turbidity ever reach this control limit?N
831 Is this facility Active or Inactive?A
832 Background fluoride level before adding fluoride (in ppm):0.2
833 Target dose of fluoride added (in ppm):0.5
834 Typical fluoride level after adding fluoride (in ppm):0.7
835 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

835A Identify the sampling location of the measured final fluoride level:POE
836 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
837 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
838 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
DEQ | Drinking Water
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839 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
840 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
841 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
842 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
843 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
844 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
845 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
846 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
847 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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847A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

847B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

847C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

847D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

847E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

847F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

847G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

847H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
847I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP003 - CALDER WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active
847J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
D (Notes: No seismic restraint for acid bulk
tank. A)
848 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
849 Is fluoride dry feed equipment used?....if yes, answer the following questions N
850 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
851 Is this facility Active or Inactive?A
852 Background fluoride level before adding fluoride (in ppm):0.2
853 Target dose of fluoride added (in ppm):0.7
854 Typical fluoride level after adding fluoride (in ppm):0.7
855 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

855A Identify the sampling location of the measured final fluoride level:POE
856 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
857 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
858 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
859 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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860 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
861 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
862 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
863 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
864 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
865 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
866 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
867 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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867A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

867B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

867C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

867D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

867E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

867F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

867G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

867H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
867I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP004 - CITY SHOP WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active
867J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
C
868 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
869 Is fluoride dry feed equipment used?....if yes, answer the following questions N
870 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
871 Is this facility Active or Inactive?A
872 Background fluoride level before adding fluoride (in ppm):0.2
873 Target dose of fluoride added (in ppm):0.5
874 Typical fluoride level after adding fluoride (in ppm):0.7
875 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

875A Identify the sampling location of the measured final fluoride level:POE
876 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
877 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
878 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
879 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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880 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
881 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
882 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
883 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
884 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
885 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
886 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
887 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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887A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

887B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

887C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

887D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

887E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

887F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

887G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

887H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
887I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
Run Date: 09/08/2024 21:33:52 | Rating: Approved UTAH06015 BOUNTIFUL CITY WATER SYSTEM page 133 of 149
TP005 - CALDER WELL 2 FLUORIDATOR -- Fluoridation - Active
887J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
D (Notes: No seismic restraint for acid bulk
tank. A)
888 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
889 Is fluoride dry feed equipment used?....if yes, answer the following questions N
890 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
891 Is this facility Active or Inactive?A
892 Background fluoride level before adding fluoride (in ppm):0.2
893 Target dose of fluoride added (in ppm):0.5
894 Typical fluoride level after adding fluoride (in ppm):0.7
895 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

895A Identify the sampling location of the measured final fluoride level:POE
896 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
897 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
898 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
899 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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900 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
901 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
902 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
903 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
904 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
905 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
906 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
907 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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907A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

907B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

907C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

907D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

907E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

907F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

907G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

907H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
907I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP006 - VIEWMONT WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active
907J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
C
908 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
909 Is fluoride dry feed equipment used?....if yes, answer the following questions N
910 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
911 Is this facility Active or Inactive?A
912 Background fluoride level before adding fluoride (in ppm):0.2
913 Target dose of fluoride added (in ppm):0.5
914 Typical fluoride level after adding fluoride (in ppm):0.7
915 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

915A Identify the sampling location of the measured final fluoride level:POE
916 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
917 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
918 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
919 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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920 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
921 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
922 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
923 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
924 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
925 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
926 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
927 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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927A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

927B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

927C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

927D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

927E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

927F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

927G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

927H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
927I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP008 - 100 EAST WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active
927J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
C
928 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
929 Is fluoride dry feed equipment used?....if yes, answer the following questions N
930 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
931 Is this facility Active or Inactive?A
932 Background fluoride level before adding fluoride (in ppm):0.2
933 Target dose of fluoride added (in ppm):0.5
934 Typical fluoride level after adding fluoride (in ppm):0.7
935 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

935A Identify the sampling location of the measured final fluoride level:POE
936 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
937 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
938 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
939 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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940 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
941 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
942 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
943 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
944 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
945 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
946 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
947 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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947A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

947B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

947C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

947D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

947E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

947F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

947G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

947H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
947I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP014 - MUELLER PARK WTP -- Fluoridation - Active
947J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
D (Notes: No seismic restraint for acid bulk
tank. A)
948 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
949 Is fluoride dry feed equipment used?....if yes, answer the following questions N
950 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
951 Is this facility Active or Inactive?A
952 Background fluoride level before adding fluoride (in ppm):0.2
953 Target dose of fluoride added (in ppm):0.5
954 Typical fluoride level after adding fluoride (in ppm):0.7
955 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

955A Identify the sampling location of the measured final fluoride level:POE
956 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
957 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
958 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
959 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
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960 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
961 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
962 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
963 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
964 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
965 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
966 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
967 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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967A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

967B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

967C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

967D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

967E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

967F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

967G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

967H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
967I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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TP015 - SUBCONSERV WELL CHLORINATOR + FLUORIDE -- Fluoridation - Active
967J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
C
968 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
969 Is fluoride dry feed equipment used?....if yes, answer the following questions N
970 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
971 Is this facility Active or Inactive?A
972 Background fluoride level before adding fluoride (in ppm):0.2
973 Target dose of fluoride added (in ppm):0.5
974 Typical fluoride level after adding fluoride (in ppm):0.7
975 Sampling location is present for measuring the final fluoride level (if compliant, answer
follow-up question)
MIN | 15pts | TR | TF44 | R309-535-5(2)(d)(iii) | A sampling point shall be provided
downstream of the fluoridation facility for measuring the fluoride level of treated water.
C (Notes: at point of entry)

975A Identify the sampling location of the measured final fluoride level:POE
976 There is a means to measure the flow of water to be treated
SIG | 25pts | TR | TF11 | R309-535-5(2)(d)(i) | A means to measure the flow of treated
water shall be provided. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
977 Fluoride concentrations, including chemical dosage and total water quantity, are
calculated daily. Daily operating records reflect chemical dosages and total quantities
used.
MIN | 15pts | TR | TF20 | R309-105-14(3) | R309-105-14(3) requires all water system
using chemical addition or specialized equipment for the treatment of drinking water
shall regularly complete operational reports. For a fluoridation facility that does not
calculate fluoride concentrations, include field and lab fluoride results.
C
978 Fluoride testing instruments are properly verified (zeroed & recorded split samples) or
calibrated
MIN | 15pts | TR | TF21 | R309-525-25(4) | R309-525-25(4) states all instrumentation
needed to verify that treatment processes are sufficient shall be properly calibrated
and maintained.
C
979 Fluoride chemicals are stored in covered or unopened shipping containers inside a
building.
MIN | 15pts | TR | TF06 | R390-535-5(2)(b)(i) | Fluoride chemicals shall be stored in
covered or sealed containers, inside a building, and away from direct sunlight and a
source of heat.
C
DEQ | Drinking Water
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980 Fluoride injection point shall not be located upstream of lime-soda softening or ion
exchange softening process.
MIN | 15pts | TR | TF50 | R309-535-5(2)(g)(iii) | Added the following: The fluoride
injection point shall not be located upstream of lime softening, iron exchange, or other
processes that affect the fluoride level.
C
981 Chemicals used for fluoridation meet the NSF/ANSI 60 standard or applicable AWWA
standards
SIG | 25pts | TR | TF04 | R309-535-5(2)(a)(i) | All chemicals used for fluoridation shall
be certified to comply 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
982 Electrical outlet and cord/plug for fluoride feed pump is a non-standard receptacle type
without using an adaptor and feed pump is interconnected with a well or a service
pump (to ensure that the fluoride feed pump is turned on only when the well or service
pump is on and water is flowing in the pipe)
SIG | 100pts | TR | TF22 | R309-535-5(2)(f) | Rule requires the electrical outlet used
for fluoride feed pump to have interlock protection by being wired with the well or
service pump, such that the feed pump is only activated when the well or service
pump is on. The rule also prohibits the feed pump from being plugged into a
continuously active ("hot") electrical outlet. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
983 Acid-resistant secondary containment is provided and adequately sized for corrosive
fluoride solutions.
SIG | 25pts | TR | TF26 | R309-535-5(2)(c )(i), (ii) and (iii) | Rule requires secondary
containment: for tanks containing corrosive fluoride solutions, to be sized to contain
the maximum volume of solution handled, and to be designed to be acid resistant.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
984 Vent for the chemical storage, injection and operating areas vents to outside
atmosphere and away from air intakes.
MIN | 15pts | TR | TF24 | R309-535-5(2)(j)(iii) | The fluoride operating area shall be
vented to outside atmosphere and away from air intakes.
C
985 Incompatible chemicals are not stored in fluoride storage or injection areas.
MIN | 15pts | TR | TF28 | R309-535-5(2)(b)(i) - (iv) | Fluoride chemicals shall be stored
in covered or sealed containers, inside a building, away from direct sunlight and a
source of heat, and not be stored with incompatible chemicals. Bags or other
containers for dry materials shall be stored on pallets. Containers for dry materials
shall be kept closed to keep out moisture.
C
986 Has any electrical or SCADA work been done recently that could affect the original
design or fluoride control settings?"... If the answer is yes, answer the next question.
N
987 Is fluorosilicic acid used for fluoridation? ... if yes, answer the following questions Y
DEQ | Drinking Water
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987A Acid solution tank is mounted on a scale or has other means of measuring the quantity
of fluoride used each day (such as level indicator or loss-of-weight recorder).
SIG | 25pts | TR | TF14 | R309-535-5(2)(d)(ii) | A means shall be provided to measure
the solution level in a tank and the quantity of the chemical used. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C

987B Solution tanks for fluorosilicic acid are vented to atmosphere outside the building
(away from air intake).
MIN | 15pts | TR | TF29 | R309-535-5(3)(b)(ii) | Rule requires solution tanks at
fluorosilicic acid installations to vent to the outside, above grade, away from air
intakes, and where least susceptible to contamination.
C

987C Neutralizing chemical is available for immediate use in case of acid spill
SIG | 25pts | TR | TF42 | R309-535-5(3)(e) | A neutralizing chemical shall be available
on site to handle small quantity accidental acid spills. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C

987D Deluge shower and eyewash station are provided. The emergency shower and eye
wash station should be located close to, but outside of, the fluorosilicic acid operating
area.
SIG | 25pts | TR | TF15 | R309-535-5(3)(d) | Emergency eyewash stations and
showers shall be provided. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C

987E Appropriate acid-resistant personal protective equipment provided for operators
(including eye or face protection gear for handling acid, acid resistant long rubber
gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C

987F If acid bulk storage tank and day tank are present and there is a risk of solution
overflow from the bulk tank to the day tank, each tank is provided with separate vent.
MIN | 15pts | TR | TF31 | R309-535-5(3)(b)(iii) | Rule prohibits a bulk tank from sharing
a vent with a day tank if there is a risk of solution overflow from the bulk tank to the
day tank.
C

987G If there is a transfer pump between the acid bulk storage tank and the day tank, there
is a means to stop the transfer of acid in case of transfer pump failure.
REC | 0pts | TR | TF32 | recommendation | A means to stop the transfer pump will
protect the operator and minimize possible acid spill.
C

987H Emergency shutoff is near the entrance of the fluoride operating area to turn off the
transfer pump or injection pump in case of acid spill
REC | 0pts | TR | TF33 | recommendation | Having an emergency shutoff near the
entrance of the fluoride operating area will better protect the operator and minimize the
need of entering the operating area during acid spill.
C
987I Means provided to handle catastrophic failure of acid bulk storage tank.
REC | 0pts | TR | TF34 | recommendation | Water system should have an operation
plan in place and provide adequate training to the operators for responding to
catastrophic failure of acid bulk storage tank.
C
DEQ | Drinking Water
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987J There is a seismic restraint system for the acid bulk storage tank.
REC | 0pts | TR | TF35 | recommendation | The acid bulk storage tank should be
adequately restrained to prevent catastrophic failure in case of seismic event.
C
988 Is a saturator used for fluoridation? ... if yes, answer the following question(s)N
989 Is fluoride dry feed equipment used?....if yes, answer the following questions N
990 Appropriate personal protective equipment provided for operators (including NIOSH
approved respirator and chemical/dust-resistant safety goggles for saturators and dry
feeders, acid-resistant gloves, apron or coverall, and boots)
SIG | 25pts | TR | TF13 | R309-535-5(3)(f), R309-535-5(4)(h), R309-535-5(5)(e) | The
use of personal protective equipment (PPE) is required when handling fluorisilicic acid
and dry chemicals. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
DEQ | Drinking Water
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