DDW-2025-009077

Utah Department Of Environmental Quality
Division Of Drinking Water Sanitary Survey
Sanitary Survey
General System Information
Exception Granted: R309-550-7(1) | With the installation of the new looping water line, it will be necessary to cross the East Fork Virgin River. Near
that location, at approximately station 23+50, a sewer line is near the bank of the river. The reason the exception is being requested is that to be
able to cross the river a minimum of 2 feet below the bottom of the river and due to the steepness of the banks, the water line will have to cross
underneath the existing sewer line.
Exception Granted: R309-550-11(3), R309-540-5(4)(c), and R309-105-9(3) | An exception to Rule R309-550-11(3), R309-540-5(4)(c), and R309-
105-9(3) regarding individual home booster pumps, for the Glendale Town Water system (#13004) is being requested for these 11 homes in Lydias
Canyon. According to the Division’s Policy regarding Individual Home Booster Pumps, you have provided the following information which provides
equivalent protection of the water system from cross connection hazards.

Site Visit Date Surveyor Name
09/24/2025 J. Paul Wright
GLENDALE TOWN WATER
SYSTEM
PWS ID: UTAH13004 Rating: Approved 11/25/2003 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: DAN
*Last Name: SPENCER
*Organization:
*Address: Redacted
*City: Glendale
*State: UT
*Zip: 84758
*Email: [e-mail]
*Phone: [phone]
Emergency Phone: [phone]
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: GLENDALE
*Address: BOX 220
*City: GLENDALE
*State: UT
*Zip: 84729
*Email: [e-mail]
*Phone: [phone]
DEQ | Drinking Water
Run Date: 09/24/2025 19:18:47 | Rating: Approved UTAH13004 GLENDALE TOWN WATER SYSTEM page 1 of 21
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: GLENDALE TOWN CORP.
*Address: BOX 220
*City: GLENDALE
*State: UT
*Zip: 84729
*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: COLTON
*Last Name: BRINKERHOFF
*Organization:
*Address: 100 E 190 S
*City: GLENDALE
*State: UT
*Zip: 84729
*Email: [e-mail]
*Phone: [phone]
Emergency Phone: [phone]
5 Does the system serve a Residential population?Y
5A Population - Residential 311
5B Operating Period (Start Date) - Residential 01/01
5C Operating Period (End Date) - Residential 12/31
6 Does the system serve a Transient population? (A transient population is a rotating
population that is served by a water system that does not remain in the jurisdiction of
the water system for long periods of time. Examples of a transient population include,
but are not limited to, campers at a campground, users of a highway rest stop, skiers
at a ski resort, guests at a hotel, or patrons of a restaurant or a shopping center.)
Y
6A Population - Transient 100
6B Operating Period (Start Date) - Transient 01/01
6C Operating Period (End Date) - Transient 12/31
7 Does the system serve a Non-Transient population? (A non-transient population is a
population served by a water system that is the same population being served by the
system for at least six months of the year, but is not a resident in the system.
Examples of a non-transient population include, but are not limited to, employees of a
restaurant, shop, or ski resort; teachers and students at a school, day-care center, or
church; doctors, nurses, and other employees at a hospital or healthcare clinic.)
N
8 Population - Wholesale :0
9 Residential Connections:220
DEQ | Drinking Water
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Site Visit Info
Management and Operations
10 Commercial Connections:7
11 Industrial Connections:0
12 Agricultural Connections:7
13 Date of Survey (First Day of Field Work)09/24/2025
14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the
header **
09/24/2025
15 Date final report sent to system (questionnaire, deficiency report and capacity
spreadsheet)
09/24/2025
16 Water system representative present during the survey:Colton Brinkerhoff
17 How much time was spent to prepare survey documents prior to field survey? (Round
up to nearest quarter hour)
1.25
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)
2.50
19 How much time was spent traveling from the primary workplace to the system and
back again at the end of the field survey? (Round up to nearest quarter hour)
2.25 (Notes: Split between 4 systems)
20 How much time did it take to finish the Survey Report? (Round up to nearest quarter
hour)
1.0
21 Did you survey multiple water systems in one trip? ... if yes, answer the following
question(s)
Y
21A If yes, how many?4 (Notes: Orderville, Glendale, New Paria,
Clark Bench)
22 For a community water system with water sources that require power to produce
sufficient flow, system is equipped with standby power option.
SIG | 25pts | SO | S033 | R309-515-6(2)(a) | Rule requires a community water system
without naturally flowing water sources, such as springs or flowing wells, to have one
or more of the system's sources equipped for operation during power outages. To
ensure continuous service when the primary power has been interrupted, a redundant
power supply is required. A redundant power supply may include a transfer switch for
auxiliary power such as a generator or a power supply service with coverage from two
independent substations. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C (Notes: They have a spring, but a switch
on the well also for backup power)
23 There are no undocumented drinking water facilities (i.e. tanks, pump stations,
treatment facilities, etc.) or recent modifications that have not gone through or in
process of DDW review [LIST UNDOCUMENTED FACILITIES OR DESCRIBE
MODIFICATIONS, IF APPLICABLE] [undocumented sources are covered in a
different question]
SIG | 50pts | SM | G001 | R309-100-5(2), R309-500-6, R309-500-9, R309-500-9(2)
and (3) | Rule requires complete plans & specification for all public drinking water
projects to be approved in writing by the Director. Any facility found that has not
started DDW review shall be considered unapproved. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C
24 Are there any individual home booster pumps installed in the distribution system (not
for fire suppression)?
SIG | 50pts | SM | M008 | R309-550-11(3) | R309-550-11(3)
C (Notes: Yes, they have about 10 in Lydias
Canyon, but an exception has been granted
and they are monitoring them with their
cross connection control plan.)
DEQ | Drinking Water
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25 Does the system haul water?N
26 For a community system serving 100 or more connections, at least 2 water sources
are available.
SIG | 50pts | SO | TGR7 | R309-515-4(3) | Rule requires Community Water Systems
serving more than 100 connections to have a minimum of two sources except where
served by a water treatment plant. This significant deficiency must be corrected within
120 days of notification or have a corrective action plan approved by DDW.
C
27 Does system have a consecutive connection to another water system not listed in the
SOURCE section of Waterlink Report? If yes, answer the following question(s)
N
28 Does the system have a deficiency meeting the required source capacity? (USE
SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT
FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS
"NO."
N (Notes: Right at the limit of source
capacity, but you are working on replacing
the Hops Well, which will increase capacity
in the system.)
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.
N (Notes: Not required)
32 Does your Emergency Response Plan address cybersecurity? (only required for
systems over 3,300 population, otherwise mark NA)
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
NA (Notes: Below 3300)
33 Does your water system use SCADA? e.g. computers, laptops, phones, tablets, or any
other computer systems to manage, operate, or maintain the PWS?
Y
34 Does your water system use any computer systems in regular business operations
such as accounting, billing, payroll, human resources, or management?
Y
35 For a community water system or a non-transient non-community water system, did
you make your initial service line inventory available to the public? (if a transient
system, enter NA)
REC | 0pts | MR | R006 | 40 CFR 141.84 | (a)(8)The rule requires that the service line
materials inventory be publicly accessible. (a)(8)(ii) The rule requires that water
systems serving greater than 50,000 persons make the publicly accessible inventory
available online. (a)(9) The rule requires that when a water system has no lead,
galvanized requiring replacement, or lead status unknown service lines (regardless of
ownership) in its inventory, it may comply with the requirements using a written
statement, in lieu of the inventory, declaring that the distribution system has no lead
service lines or galvanized requiring replacement service lines. The statement must
include a general description of all applicable sources used to make this
determination.
Y
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Cross Connection and Operator Certification
35A For a community or a non-transient non-community water system serving a population
greater than 50,000, is your service line inventory provided online? (mark NA for
systems less than 50,000) (If yes, provide the link in the comment box)?
REC | 0pts | MR | R006 | 40 CFR 141.84 | (a)(8)The rule requires that the service line
materials inventory be publicly accessible. (a)(8)(ii) The rule requires that water
systems serving greater than 50,000 persons make the publicly accessible inventory
available online. (a)(9) The rule requires that when a water system has no lead,
galvanized requiring replacement, or lead status unknown service lines (regardless of
ownership) in its inventory, it may comply with the requirements using a written
statement, in lieu of the inventory, declaring that the distribution system has no lead
service lines or galvanized requiring replacement service lines. The statement must
include a general description of all applicable sources used to make this
determination.
NA (Notes: Below 50,000)
35B For a community water system or a non transient non-community water system
serving a population of less than 50,000, what method was used to make the inventory
publicly available?
OTH (Notes: Below 50,000)
36 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
37 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: No records written about what
activities had taken place)
38 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.
D (Notes: Colton's Program Admin had
expired)
39 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 (Notes: Good records of backflow devices
and testing)
40 Does the water system have records of on-going enforcement activities? (test history,
enforcement activities, hazard assessments)
MIN | 15pts | SM | M007 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes test history and documentation
of on-going enforcement activities.
C (Notes: No enforcement necessary and
test history shown.)
DEQ | Drinking Water
Run Date: 09/24/2025 19:18:47 | Rating: Approved UTAH13004 GLENDALE TOWN WATER SYSTEM page 5 of 21
General Maintenance and Environment
Distribution
41 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
42 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
43 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 (Notes: Water system appears to be
maintained well and in good shape.)
44 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
45 Are air release/vacuum valves in the distribution system? ... if yes, answer the
following question(s)
N
46 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
47 Blow offs or air release valves are not directly connected to a sanitary sewer line.
SIG | 50pts | DS | D013 | R309-550-6(5)(a), R309-550-6(6)(c) and (7)(a) | Rule states
blow-offs or air relief valves shall not be connected directly to a sewer. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
DEQ | Drinking Water
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General Disinfection
TP003 - SPENCER SPRING CHLORINATOR - Inactive (AB - ABANDONED)
WS001 - OLD WELL - Inactive (AB - ABANDONED)
WS002 - HOPS SPRING - Inactive (AB - ABANDONED)
WS003 - SPENCER SPRING - Inactive (AB - ABANDONED)
WS004 - LYDIAS CANYON SPRING - Active
48 Blow offs or air release valves do not discharge below flood level in ditches or
streams.
SIG | 50pts | DS | D016 | R309-550-9(1) and (2), R309-550-13(2) | R309-550-9(1 & 3)
C
49 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
50 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
51 Was the water system constructed or new portions added after January 1, 2007? ... if
yes, answer the following question(s)
N
52 Water system follows AWWA disinfection procedures for new, repaired, or
depressurized 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
53 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
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 (Notes: not used)
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 (Notes: not used)
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 (Notes: not used)
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 (Notes: not used)
58 Is this facility Active or Inactive? (Active status means used on a routine/seasonal
basis without long periods of inactivity and water quality samples are routinely
collected))
A
DEQ | Drinking Water
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59 Operating Period (Start Date)01/01
60 Operating Period (End Date)12/31
61 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
62 Area of equal or higher elevation within 50 feet of spring collection devices is fenced.
MIN | 15pts | SO | SS02 | R309-515-7(7)(e) | Rule requires a stock-tight fence around
the spring collection area.
C
63 Surface water runoff diverted away from spring by diversion channel or berm.
MIN | 15pts | SO | SS03 | R309-515-7(7)(g) | Rule requires a diversion channel or
berm, constructed immediately inside the fenced area, capable of diverting all
anticipated surface water runoff away from the spring collection area.
C
64 Spring box has a means to release overflow?
MIN | 15pts | SO | SS23 | R309-515-7(7)(d), R309-545-13(1) | All junction boxes and
collection boxes, must comply with R309-545 with respect to access openings,
venting, and tank overflow. Lids for these spring boxes shall be gasketed and the box
adequately vented.
Y
64A Overflow screened with #4 mesh screen
SIG | 25pts | SO | SS04 | R309-515-7(7)(d), R309-545-13(3) | Overflow pipes on
junction and collection boxes shall comply with R309-545 and be screened with No. 4
mesh non-corrodible screens. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
64B Overflow has a minimum of 12 inch clearance above flood rim of receiving basin
SIG | 25pts | SO | SS14 | R309-515-7(7)(d), R309-545 | Overflow pipes on junction
and collection boxes shall comply with R309-545 and discharge a minimum of 12
inches above the ground surface or 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.
C
65 Drain has minimum of 12 inch clearance above flood rim of receiving basin
SIG | 25pts | SO | SS14 | R309-515-7(7)(d), R309-545 | Overflow pipes on junction
and collection boxes shall comply with R309-545 and discharge a minimum of 12
inches above the ground surface or 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.
C
66 Spring collection area graded and no evidence of water ponding or flow on surface?
SIG | 25pts | SO | SS06 | R309-515-7(7)(i) | Rule requires the spring to be developed
as thoroughly as possible to minimize the possibility of excess water ponding within
the collection area. 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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67 If a liner is present, spring liner integrity is maintained.
SIG | 50pts | SO | SS19 | R309-515-7(7)(b)(iv) | If a liner is present, it shall be installed
to assure its integrity. No sharp-edged stones or stones two inches or larger shall be
located within two inches of the liner. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
68 No deep-rooted vegetation is within the 50 ft collection area.
SIG | 25pts | SO | SS07 | R309-515-7(7)(f) | All deep-rooted vegetation within the
fenced collection area shall be removed by a means not negatively affecting water
quality. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C
69 No roots seen in collection boxes and junctions.
SIG | 25pts | SO | SS08 | R309-105-10(4)(a), R309-515-8(1)(a) | Spring collection
areas shall be periodically (preferably annually) cleared of deep-rooted vegetation to
prevent root growth from clogging collection lines. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
70 Is a spring collection box present? ... if yes, answer the following question(s)
MIN | 5pts | SO | L014 | R309-515-7(7)(c) | Rule requires each spring collection area
to be provided with at least one collection box to permit spring inspection and testing.
Y
70A Spring box has shoe box type lid with 2 inch overlap around frame
SIG | 25pts | SO | SS09 | R309-515-7(7)(d), R309-545-14 (2) | Access openings shall
comply with R309-545 and be provided with a close-fitting, solid shoebox-type cover
that extends down around the frame at least 2 inches. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C
70B Spring box lid is gasketed
SIG | 25pts | SO | SS10 | R309-515-7(7)(d), R309-545-14 (2) | Access openings shall
comply with R309-545 and be provided with a cover 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
70C Spring box lid does not show evidence of a vacuum.
MIN | 5pts | SO | SS11 | R309-515-7(7)(d), R309-545-15 | Rule requires junction
boxes and collection boxes to comply with R309-545 with respect to venting.
Therefore, a junction or collection box requires a vent to be fitted with #14 mesh or
finer non-corrodible screen, be fitted with a protective heavy-gauge screen or covering
if 6 inches in diameter or greater, be down-turned and shielded to prevent the
entrance of contaminants, be located and sized to avoid blockage during winter, and
have the end of the vent discharge a minimum of 24 inches above the earth on buried
structures.
C
70D Spring box opening is at least 4 inches above the surface of the box or 18 inches
above an earthen cover if the box is buried.
MIN | 15pts | SO | SS12 | R309-515-7(7)(d), R309-545-14 (1), | Access openings shall
comply with R309-545 and be framed at least 4 inches above the surface of the spring
box roof at the opening or 18 inches above the ground surface on a buried spring box.
C
DEQ | Drinking Water
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70E Spring box lid is locked
SIG | 25pts | SO | SS13 | R309-515-7(7)(d), R309-545-14 (3) | Access openings shall
comply with R309-545 and the lids to the openings shall be locked. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
70F All openings/penetrations in the spring collection box are sealed.
SIG | 50pts | SO | SS20 | R309-515-7(7)(d), R309-545-9(1) and (2) | All junction and
collection boxes shall comply with R309-545 and shall have suitable watertight roofs
and sidewalls that exclude birds, animals, insects, and excessive dust. All openings
shall be kept to a minimum and be watertight. Pipes that may contain water of lesser
quality than drinking water shall not penetrate the spring box. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
71 Is a spring box vent present? ... if yes, answer the following question(s)
MIN | 5pts | SO | SS11 | R309-515-7(7)(d), R309-545-15 | Rule requires junction
boxes and collection boxes to comply with R309-545 with respect to venting.
Therefore, a junction or collection box requires a vent to be fitted with #14 mesh or
finer non-corrodible screen, be fitted with a protective heavy-gauge screen or covering
if 6 inches in diameter or greater, be down-turned and shielded to prevent the
entrance of contaminants, be located and sized to avoid blockage during winter, and
have the end of the vent discharge a minimum of 24 inches above the earth on buried
structures.
Y
71A Vent is down-turned.
SIG | 25pts | SO | SS16 | R309-515-7(7)(d), R309-545-15(1) | All vents on junction
and collection boxes shall comply with R309-545 and be downturned 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
71B Vent has #14 or finer non-corrodible mesh screen and a protective screen/covering if
6-inch diameter or greater.
SIG | 25pts | SO | SS17 | R309-515-7(7)(d), R309-545-15(4) and (5) | All vents on
junction and collection boxes shall comply with R309-545 and be fitted with No. 14 or
finer non-corrodible mesh screen. Vents 6-inch diameter or larger shall be fitted with
additional heavy gage screen or substantial covering to protect the No. 14 mesh
screen. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C
71C End of vent has sufficient clearance to prevent ice/snow blockage or is at least 24
inches above the earthen cover
SIG | 25pts | SO | SS18 | R309-515-7(7)(d), R309-545-15(2) and (3) | All vents on
junction and collection boxes shall comply with R309-545 and shall be located and
sized to avoid blockage during winter. The end of a vent on a buried spring box shall
discharge a minimum of 24 inches above the ground. 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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WS005 - HOPS WELL - Active
72 Spring has a permanent flow-measuring device.
MIN | 5pts | SO | SS01 | R309-515-7(7)(h) | Rule requires a spring to have a
permanent flow measuring device.
C (Notes: Weir and meter on overflow)
73 Is this facility Active or Inactive?A
74 Operating Period (Start Date)01/01
75 Operating Period (Ending Date)12/31
76 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
77 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
78 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
79 Is the well casing vented? ... if yes, answer the following question(s)Y
79A 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
79B 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
79C 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
DEQ | Drinking Water
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80 Does the well have a pump to waste line? ... if yes, answer the following question(s)Y
80A 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
80B 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
80C 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
81 Water level is measured and recorded periodically
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
82 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
83 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
84 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
85 Hose connections are equipped with a backflow prevention device
MIN | 15pts | SM | M007 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes test history and documentation
of on-going enforcement activities.
C
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ST001 - MAIN RESERVOIR - Active
86 No toxic chemicals, hazardous or flammable materials, or lubricants inside the well
house or near well head?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
87 Well discharge line has a smooth-nosed sampling tap, which samples the well water
before any chemical injection. (first item from the wellhead).
MIN | 5pts | SO | S023 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with a smooth nosed sampling tap, a check valve, a pressure gauge, a
means of measuring flow, and a shutoff valve. (smooth nosed sampling tap being the
first item from the well head and the shut-off valve as the last item)
C
88 Well discharge line has a check valve.
MIN | 5pts | SO | S024 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with (in order of placement from the wellhead) a smooth nosed sampling
tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve.
C
89 Well discharge line has a pressure gauge.
MIN | 5pts | SO | S025 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with (in order of placement from the wellhead) a smooth nosed sampling
tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve.
C
90 Well discharge line has a means to measure flow.
MIN | 5pts | SO | S026 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with (in order of placement from the wellhead) a smooth nosed sampling
tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve.
C
91 Well discharge line has a shut-off valve (last item from the well head).
MIN | 5pts | SO | S027 | R309-515-6(12)(d)(iv) | Rule requires the discharge piping to
be equipped with (in order of placement from the wellhead) a smooth nosed sampling
tap, a check valve, a pressure gauge, a means of measuring flow, and a shutoff valve.
C
92 Is there an air/vac valve on the well discharge line? If yes, answer the following
question(s)
N (Notes: Pumps directly to tank)
93 Wells that pump directly into a distribution system have means to release trapped air
from pump discharge piping (for example, pumps directly to a tank, has an air release
valve or pump to waste line)
MIN | 5pts | SO | SL01 | R309-515-6(12)(d)(v) | Rule requires a well that pumps
directly into the distribution system be equipped with an air release/vacuum relief valve
located upstream of the check valve, unless the wellhead valve and piping provide for
pumping to waste all trapped air before water is introduced into the distribution
system.
C
94 Does well require oil-lubrication?N (Notes: no lubrication needed)
95 Is this facility Active or Inactive?A
96 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
300000
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97 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
98 Ladders, ladder guards, platform railings, or safely located entrance hatches are
provided where applicable.
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
99 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
100 Are air vents present? ... if yes, answer the following question(s)Y

100A 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

100B 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

100C 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

100D 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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101 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

101A 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

101B 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

101C 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
102 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
103 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
104 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
105 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
106 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N (Notes: Cracks from previous surveys
have been fixed and continue to be
monitored)
DEQ | Drinking Water
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ST002 - LYDIAS RESERVOIR - Active
107 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

107A 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

107B 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

107C 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
108 Are the drain line and overflow combined?Y (Notes: combined)
109 Is this facility Active or Inactive?A
110 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
125000
111 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
112 Ladders, ladder guards, platform railings, or safely located entrance hatches are
provided where applicable.
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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113 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
114 Are air vents present? ... if yes, answer the following question(s)Y

114A 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

114B 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

114C 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

114D 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
115 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

115A 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

115B 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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115C 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
116 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
117 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
118 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
119 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
120 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
121 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

121A 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

121B 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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ST003 - HOPS WELL RESERVOIR - Active

121C 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
122 Are the drain line and overflow combined?Y (Notes: combined)
123 Is this facility Active or Inactive?A
124 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
135000
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 where applicable.
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
Run Date: 09/24/2025 19:18:47 | Rating: Approved UTAH13004 GLENDALE TOWN WATER SYSTEM page 19 of 21

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.
C

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: 09/24/2025 19:18:47 | Rating: Approved UTAH13004 GLENDALE TOWN WATER SYSTEM page 20 of 21
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 (Notes: combined)
DEQ | Drinking Water
Run Date: 09/24/2025 19:18:47 | Rating: Approved UTAH13004 GLENDALE TOWN WATER SYSTEM page 21 of 21