DDW-2024-011672

Utah Department Of Environmental Quality
Division Of Drinking Water Sanitary Survey
Sanitary Survey
General System Information
Exception Granted: R309-550-7 | The Division understands that you are in the process of replacing the water lines in the Tooele Army Depot and
the sewer crossings identified in the table below do not meet this rule.

PP10875+09.35NoUnder 6" Sewer18" Min.
PP115149+06.19NoUnder 8" Sewer30" Min.
PP117165+70.43YesUnder 4" Sewer12" Min.
PP135336+87.24NoUnder 8" Sewer18" Min.
PP2013+42.80NoUnder 4" Sewer30" Min.
PP2018+47.67NoUnder 6" Sewer30" Min.
PP6015+05.89NoUnder 8" Sewer24" Min.
PP70217+89.22NoUnder 8" Sewer18" Min.

Site Visit Date Surveyor Name
09/25/2024 Taylor Palmer
TOOELE ARMY DEPOT
NORTH
PWS ID: UTAH23022 Rating: Approved 07/21/2022 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: Jason
*Last Name: Rawls
*Organization:
*Address: Redacted
*City: TOOELE
*State: UT
*Zip: 84074
*Email: [e-mail]
*Phone: [phone]
Emergency Phone: [phone]
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 1 of 42
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: TOOELE ARMY DEPOT
*Address: Tooele Army Depot 1 #501
*City: TOOELE
*State: UT
*Zip: 84074
*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: US ARMY
*Address: Tooele Army Depot 1 #501
*City: TOOELE
*State: UT
*Zip: 84074
*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: ADAM DEAN
*Last Name: WILLIAMS
*Organization:
*Address: 415 WORTHINGTON
*City: GRANTSVILLE
*State: UT
*Zip: 84029
*Email: [e-mail]
*Phone: [phone]
5 Does the system serve a Residential population?N
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
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.)
Y
7A Population - Non-Transient 541
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 2 of 42
Site Visit Info
Management and Operations
7B Operating Period (Start Date) - Non-Transient 01/01
7C Operating Period (End Date) - Non-Transient 12/31
8 Population - Wholesale :0
9 Residential Connections:0
10 Commercial Connections:57
11 Industrial Connections:0
12 Agricultural Connections:25
13 Date of Survey (First Day of Field Work)09/25/2024
14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the
header **
09/25/2024
15 Date final report sent to system (questionnaire, deficiency report and capacity
spreadsheet)
10/02/2024
16 Water system representative present during the survey:Jason Rawls and Dean Williams
17 How much time was spent to prepare survey documents prior to field survey? (Round
up to nearest quarter hour)
1.5
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)
3.5
19 How much time was spent traveling from the office to system and back again at the
end of the field survey? (Round up to nearest quarter hour)
.5
20 How much time did it take to finish the Survey Report? (Round up to nearest quarter
hour)
2
21 Did you survey multiple water systems in one trip? ... if yes, answer the following
question(s)
N
22 For a community water system with water sources that require power to produce
sufficient flow, system is equipped with standby power option.
SIG | 25pts | SO | S033 | R309-515-6(2)(a) | Rule requires a community water system
without naturally flowing water sources, such as springs or flowing wells, to have one
or more of the system's sources equipped for operation during power outages. To
ensure continuous service when the primary power has been interrupted, a redundant
power supply is required. A redundant power supply may include a transfer switch for
auxiliary power such as a generator or a power supply service with coverage from two
independent substations. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
NA (Notes: NA)
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 3 of 42
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)
NA (Notes: NA)
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.
NA (Notes: NA)
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 (Notes: Interconnection with Tooele City
only in the event of an emergency.)
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?
REC | 0pts | SM | M001 | R309-105-18 | All suppliers are advised to develop
contingency plans to cope with possible emergency situations. In many areas of the
state the possibility of earthquake damage shall be realistically considered.
Y
32 Does your Emergency Response Plan address cybersecurity? (required for systems
over 3,300 population)
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
NA (Notes: Not in current plan.)
33 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
34 Does your water system use any computer systems in regular business operations
such as accounting, billing, payroll, human resources, or management?
Y
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 4 of 42
General Maintenance and Environment
35 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
36 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.
D (Notes: Documentation of annual public
awareness and/or employee training not
provided.)
37 Documentation of personnel trained to manage the program (ALL COMUNITY
WATER SYSTEMS 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 (Notes: Jason Rawls passed the Cross
Connection Control Program Administrator
on April 18, 2024.)
38 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
39 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.
D (Notes: Nothing recent, but hazard
assessments were done in 2018.)
40 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
41 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
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 5 of 42
Distribution
42 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
43 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
44 Are air release/vacuum valves in the distribution system? ... if yes, answer the
following question(s)
N
45 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
46 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.
NA (Notes: NA)
47 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)
NA (Notes: NA)
48 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
49 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
50 Was the water system constructed or new portions added after January 1, 2007? ... if
yes, answer the following question(s)
Y
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 6 of 42
General Disinfection
PF003 - #4 WELL BOOSTER PUMP - ABND - Inactive (AB - ABANDONED)
ST001 - TANK# 1 TRAVEL CAMP #1007 - RPL BY ST007 - Inactive (RL - REPLACED)
ST002 - TANK #2 - MAIN TANK #250 - REPL BY ST008 - Inactive (RL - REPLACED)
ST004 - TANK # 4 AMMO RES # 1362 - REPL BY ST006 - Inactive (RL - REPLACED)
WS002 - NO 2 WELL NORTH - ABND - Inactive (AB - ABANDONED)
WS005 - NO 5 WELL NORTH - ABND - Inactive (AB - ABANDONED)
PF004 - MWR PUMP HOUSE - ABND - Proposed
50A Distribution system capable of maintaining the following pressures at all service
connections: (a) 20 psi during fire flow and fire demand during peak day demand; (b)
30 psi during peak instantaneous demand; and (c) 40 psi during peak day demand.
SIG | 50pts | DS | D010 | R309-105-9, R309-550-5(1) | Rule states that unless
otherwise specifically approved by the Director, public water systems constructed after
January 1, 2007, shall be designed and shall meet the following minimum water
pressures at points of connection: (a) 20 psi during conditions of fire flow and fire
demand experienced during peak day demand; (b) 30 psi during peak instantaneous
demand; and (c) 40 psi during peak day demand. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
51 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
52 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
53 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
54 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
55 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
56 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
57 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
58 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
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 7 of 42
WS001 - NO 1 WELL NORTH BUILDING # 531 - Active
59 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
59A When is the anticipated date to request an Operating Permit? Explain in comments...Abandoned
60 Is this facility Active or Inactive?A
61 Operating Period (Start Date)01/01
62 Operating Period (Ending Date)12/31
63 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
64 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
65 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
66 Is the well casing vented? ... if yes, answer the following question(s)Y
66A Vent screened with #14 mesh screen
SIG | 25pts | SO | S006 | R309-515-6(12)(d)(iii) | Guidance states provisions should be
made for venting the well casing, however if vented R309-515-6(12)(d)(iii) and R309-
550-6(6)(a)require vents be fitted with a #14 mesh or finer non-corrodible screen.
C
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 8 of 42
66B 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
66C 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
67 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y
67A 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
67B 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
67C 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
68 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
69 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
70 Well head or well house and equipment protected from flooding
SIG | 25pts | SO | S020 | R309-515-6(6)(b)(vi), R309-515-6(12)(d)(iii), R309-515-
6(13)(a) to (d) | Top of well casing shall terminate at least 18” above ground level or
12” above well house floor and for sites that flood at least 3’ above 100-year flood
level or highest known flood elevation. Well casing terminating in underground vault
shall have a drain to daylight and surface runoff directed away from vault access. Well
house floor shall be sloped for drainage, and have a drain to daylight unless highly
impractical. This significant deficiency must be corrected within 120 days of notification
or have a corrective action plan approved by DDW.
C
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 9 of 42
71 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
72 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 (Notes: In containment.)
73 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
74 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
75 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
76 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
77 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
78 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
N
79 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
80 Does well require oil-lubrication?Y
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 10 of 42
WS003 - NO 3 WELL NORTH UDI BUILDING# 599 - Active
80A Well shaft lubricants ANSI/NSF 60 certified
SIG | 25pts | SO | S031 | R309-105-10(7), R309-515-6(6)(a) | Rules require all oil-
lubricated pumps for drinking water wells to utilize food-grade mineral oil suitable for
human consumption as determined by the Director. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
<a href="https://www.youtube.com/watch?v=UABQMeeUz1g">Click here for addition
training</a>
C
81 Is this facility Active or Inactive?A
82 Operating Period (Start Date)01/01
83 Operating Period (Ending Date)12/31
84 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
85 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
86 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
87 Is the well casing vented? ... if yes, answer the following question(s)N
88 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y
88A 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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88B 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
88C 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
89 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
90 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
91 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
92 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
93 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
94 Well discharge line has a smooth-nosed sampling tap, which samples the well water
before any chemical injection. (first item from the wellhead).
MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a
means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the
first item from the well head and the shut-off valve as the last item)
C
DEQ | Drinking Water
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95 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
96 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
97 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
98 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
99 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y
99A 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
99B 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
99C 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
100 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
101 Does well require oil-lubrication?Y
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 13 of 42
WS004 - NO 4 WELL NORTH BUILDING # 1341 - Active

101A Well shaft lubricants ANSI/NSF 60 certified
SIG | 25pts | SO | S031 | R309-105-10(7), R309-515-6(6)(a) | Rules require all oil-
lubricated pumps for drinking water wells to utilize food-grade mineral oil suitable for
human consumption as determined by the Director. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
<a href="https://www.youtube.com/watch?v=UABQMeeUz1g">Click here for addition
training</a>
C
102 Is this facility Active or Inactive?A
103 Operating Period (Start Date)01/01
104 Operating Period (Ending Date)12/31
105 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
106 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
107 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
108 Is the well casing vented? ... if yes, answer the following question(s)Y

108A 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

108B 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
DEQ | Drinking Water
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108C 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
109 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y

109A 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

109B 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

109C 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
110 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
111 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
112 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
113 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
DEQ | Drinking Water
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114 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
115 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
116 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
117 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
118 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
119 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
120 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
Y

120A 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

120B 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

120C 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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ST003 - TANK #3 - MAIN RESEVOIR # 251 - Active
121 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
122 Does well require oil-lubrication?N
123 Is this facility Active or Inactive?A
124 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
400000
125 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
126 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
127 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
128 Are air vents present? ... if yes, answer the following question(s)Y

128A 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

128B 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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128C 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.
D (Notes: Heavy gauge present but missing
the #14 screen.)

128D 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
129 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

129A 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

129B 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

129C 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
130 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
131 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
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 18 of 42
ST005 - TANK # 5 DEMO RESERVOIR # 1342 - Active
132 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
133 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
134 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
135 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

135A 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

135B 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

135C 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
136 Are the drain line and overflow combined?Y
137 Is this facility Active or Inactive?A
138 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
75000
DEQ | Drinking Water
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139 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
140 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
141 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
142 Are air vents present? ... if yes, answer the following question(s)Y

142A 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

142B 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

142C 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.
D (Notes: Heavy gauge present but missing
#14 screen.)

142D 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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143 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

143A 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

143B 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

143C 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
144 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
145 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
146 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
147 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
148 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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ST006 - TANK #1362- REPLACES ST004 - Active
149 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

149A 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

149B 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

149C 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
150 Are the drain line and overflow combined?Y
151 Is this facility Active or Inactive?A
152 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
244422
153 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
154 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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155 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
156 Are air vents present? ... if yes, answer the following question(s)Y

156A 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

156B 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

156C 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 (Notes: #14 screen should be on inside of
heavy gauge.)

156D 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 (Notes: Heavy gauge needs to be on top
of smaller screen to protect it.)
157 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

157A 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

157B 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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157C 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
158 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
159 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
160 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
161 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
162 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
163 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

163A 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

163B 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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ST007 - TANK #7 - REPLACES ST001 (#1007) - Active

163C 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
164 Are the drain line and overflow combined?Y
165 Is this facility Active or Inactive?A
166 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
244423
167 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
168 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
169 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
170 Are air vents present? ... if yes, answer the following question(s)Y

170A 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

170B 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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170C 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 (Notes: #14 screen should be on the
inside of the heavy gauge.)

170D 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 (Notes: Heavy gauge needs to be on top
of #14 screen to protect it.)
171 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

171A 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

171B 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

171C 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
172 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
173 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
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 26 of 42
ST008 - TANK #8 - REPLACES ST002 (#250) - Active
Exception Granted: R309-545-10(1)(d) – Tank Drains | air gap from lip of catch basin when discharging to storm drain

174 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
175 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
176 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
177 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

177A 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

177B 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

177C 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
178 Are the drain line and overflow combined?Y
179 Is this facility Active or Inactive?A
180 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
977689
DEQ | Drinking Water
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181 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
182 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
183 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
184 Are air vents present? ... if yes, answer the following question(s)Y

184A 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

184B 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

184C 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 (Notes: #14 screen should be on the
inside of the heavy guage.)

184D 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 (Notes: Heavy gauge screen needs to be
on top o f#14 screen to protect it.)
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 28 of 42
185 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

185A 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

185B 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

185C 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
186 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
187 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
188 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
189 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
190 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 29 of 42
PF001 - TURBINE HIGH THRUST #1 BLDG 1006 -- Pump Stations - Active
191 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

191A 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 (Notes: Ensure 12 inches clearance is
maintained.)

191B 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

191C 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
192 Are the drain line and overflow combined?Y
193 Is this facility Active or Inactive?A
194 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
195 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
196 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
DEQ | Drinking Water
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PF002 - TRAVEL CAMP BOOSTER -- Pump Stations -

196A 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
197 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
198 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
199 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
200 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
Y

200A 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

200B 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

200C 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
201 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
202 Is this facility Active or Inactive?I (Notes: NA, this facility is abandoned.)

202A Explain why this facility is Inactive (Is this facility in stand-by mode?)NA, this facility is abandoned.
DEQ | Drinking Water
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TP001 - NO 1 WELL NORTH CHLORINATOR -- Treatment - Chlorination General - Active
203 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.
NA (Notes: NA, this facility is abandoned.)
204 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal (Notes: NA, this facility is
abandoned.)
205 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.
NA (Notes: NA, this facility is abandoned.)
206 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.
NA (Notes: NA, this facility is abandoned.)
207 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.
NA (Notes: NA, this facility is abandoned.)
208 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.
NA (Notes: NA, this facility is abandoned.)
209 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
N (Notes: NA, this facility is abandoned.)
210 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.
NA (Notes: NA, this facility is abandoned.)
211 Is this facility Active or Inactive?A
212 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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213 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.
NA (Notes: NA)
214 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.
D (Notes: ANSI/NSF 60 documentation not
provided for the chlorine gas.)
215 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.
NA (Notes: NA)
216 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
217 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.
NA (Notes: NA)
218 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
219 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
220 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
Y

220A If yes, which water flow rate is used? e.g. influent flow, effluent flow, filter flow.influent
221 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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TP003 - NO 3 WELL NORTH CHLORINATOR -- Treatment - Chlorination General - Active
222 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
NA (Notes: Brian at the DDW said this
would only be applicable for systems that
are required to disinfect.)
223 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

223A 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

223B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

223C "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

223D 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

223E 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
224 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
225 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
226 Is this facility Active or Inactive?A
227 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
228 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.
NA (Notes: NA)
DEQ | Drinking Water
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229 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.
D (Notes: ANSI/NSF 60 documentation for
chlorine gas was not provided.)
230 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.
NA (Notes: NA)
231 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
232 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.
NA (Notes: NA)
233 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
234 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
235 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
Y

235A If yes, which water flow rate is used? e.g. influent flow, effluent flow, filter flow.influent
236 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
237 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C (Notes: Brian from DDW said this is only
applicable for systems that are required to
disinfect.)
238 Chlorine residual records are maintained and available... if yes answer following
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
Y
DEQ | Drinking Water
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TP004 - NO 4 WELL NORTH CHLORINATOR -- Treatment - Chlorination General - Active

238A 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

238B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

238C "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

238D 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

238E 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
239 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
240 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
241 Is this facility Active or Inactive?A
242 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
243 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.
NA (Notes: NA)
244 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
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 36 of 42
245 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 (Notes: Manually added.)
246 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
247 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.
D (Notes: Label was added after survey visit
to correct this deficiency.)
248 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
249 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
250 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
Y

250A If yes, which water flow rate is used? e.g. influent flow, effluent flow, filter flow.influent
251 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
252 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C (Notes: Brian from DDW said this is only
applicable for systems that are required to
disinfect.)
253 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

253A 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

253B Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C

253C "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
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 37 of 42
TP001 - NO 1 WELL NORTH CHLORINATOR -- Gaseous Chlorination - Active

253D 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

253E 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
254 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
255 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
256 Is this facility Active or Inactive?A
257 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.
NA (Notes: NA)
258 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
259 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
260 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
261 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
DEQ | Drinking Water
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262 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
263 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
264 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
265 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
266 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
267 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

267A 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

267B 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

267C 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
268 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
DEQ | Drinking Water
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TP003 - NO 3 WELL NORTH CHLORINATOR -- Gaseous Chlorination - Active
269 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
270 Is this facility Active or Inactive?A
271 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.
NA (Notes: NA)
272 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
273 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
274 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
275 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
276 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
277 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
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 40 of 42
TP004 - NO 4 WELL NORTH CHLORINATOR -- Liquid Hypochlorination - Active
278 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
279 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
280 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
281 Is the chlorine cylinder 150 pounds in capacity? ... if yes, answer the following
question(s)
Y

281A 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

281B 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

281C 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
282 Is the chlorine cylinder 1 ton in capacity? ... if yes, answer the following question(s)N
283 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
284 Is this facility Active or Inactive?A
285 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
286 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
DEQ | Drinking Water
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287 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.
NA (Notes: NA)
288 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
289 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
290 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
291 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
DEQ | Drinking Water
Run Date: 10/02/2024 12:08:25 | Rating: Approved UTAH23022 TOOELE ARMY DEPOT NORTH page 42 of 42