DDW-2024-011642

Utah Department Of Environmental Quality
Division Of Drinking Water Sanitary Survey
Sanitary Survey
General System Information
Site Visit Date Surveyor Name
09/26/2024 Wade Tolbert
CLEAN HARBORS - GRASSY
MTN
PWS ID: UTAH23066 Rating: Approved 04/09/1996 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: SHANE B
*Last Name: WHITNEY
*Organization:
*Address: Redacted
*City: WEST JORDAN
*State: UT
*Zip: 84081
*Email:
[e-mail]
M
*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: CLEAN HARBORS-GRASSY
MTN
*Address: PO BOX 22750
*City: SALT LAKE CITY
*State: UT
*Zip: 84122
*Email: [e-mail]
*Phone: [phone]
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 1 of 13
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: CLEAN HARBORS
*Address: PO BOX 22750
*City: SALT LAKE CITY
*State: UT
*Zip: 84122
*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: SHANE B
*Last Name: WHITNEY
*Organization:
*Address: 7447 South 5720 West
*City: WEST JORDAN
*State: UT
*Zip: 84081
*Email:
[e-mail]
M
*Phone: [phone]
Emergency 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 32
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:0
11 Industrial Connections:1
DEQ | Drinking Water
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Site Visit Info
Management and Operations
12 Agricultural Connections:0
13 Date of Survey (First Day of Field Work)09/26/2024
14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the
header **
09/26/2024
15 Date final report sent to system (questionnaire, deficiency report and capacity
spreadsheet)
10/02/2024
16 Water system representative present during the survey:Shane Whitney
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)
2
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)
3
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: not a community)
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: no boosters)
25 Does the system haul water?Y
DEQ | Drinking Water
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25A System has DDW approval to haul water (community water systems prohibited from
permanent water hauling).
SIG | 200pts | SM | M011 | R309-550-10 | Rule requires proposals for water hauling to
be submitted to and approved by the Director. Water hauling is not acceptable as a
permanent source for Community Water Systems. Director may approve water hauling
for Non-Community Water Systems if consumers cannot otherwise be supplied with
good quality drinking water or the nature of the development or ground conditions do
not justify the placement of a pipe distribution system. This significant deficiency must
be corrected within 120 days of notification or have a corrective action plan approved
by DDW.
C
25B Does system have Water hauling Records?
SIG | 25pts | SM | M026 | R309-105-14 | (a) All water systems using chemical addition
or specialized equipment for the treatment of drinking water shall regularly complete
operational reports. This information shall be evaluated to confirm that the treatment
process is being done properly, resulting in successful treatment.
C
25C Is hauled water the only source?Y
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: not a community)
27 Does system have a consecutive connection to another water system not listed in the
SOURCE section of Waterlink Report? If yes, answer the following question(s)
N
28 Does the system have a deficiency meeting the required source capacity? (USE
SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT
FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS
"NO."
N
29 Does the system have a deficiency meeting the required storage capacity DUE
SOLELY TO FIRE SUPPRESSION NEEDS? (USE SPREADSHEET FOR
CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT FROM THE
FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS "NO."
N (Notes: exception in place)
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 applicable)
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
N
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
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Cross Connection and Operator Certification
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.
C
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: Has a certificate of being
grandfathered.)
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.
C
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
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Distribution
General Disinfection
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: no blow offs)
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: no blowoffs)
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)
N
DEQ | Drinking Water
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WS001 - UTAH23002 GRANTSVILLE (HAULED) - Active
Exception Granted: R309-550-10 | NO source of water is available for this non-transient, non-community water system. Local ground water
conditions are not conducive for groundwater supply and the nearest public water system is more than 50 miles away.
Exception Granted: R309510-8(3) Fire Suppression Storage | This water system serves an office building in the far reaches of Tooele County. The
facility is located more than 50 miles from the next closest water system and has to haul their water to the site because there is not an available
source. Providing additional storage is financially prohibitive.

ST001 - EAST TANK - Active
Exception Granted: R309-545-13 Tank Overflow | All storage structures shall be provided with an overflow. The storage tank is filled wil water
hauled in tanker trucks. Due to the remote location and lack of satisfactory sources in the area, this system hauls all of its water and stores it in its
above ground steel tank.

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 Where does your water come from? Which public water system does your water
hauler use?
Grantsville
54 Is this facility Active or Inactive?A
55 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
28000
56 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
57 Ladders, ladder guards, platform railings, or safely located entrance hatches are
provided.
MIN | 15pts | FW | V004 | R309-545-18 | Rule requires ladders, ladder guards,
platform railings, and safely located entrance hatches where applicable for water
storage tanks and requires safety practices to conform to pertinent laws and
regulations of the Utah Occupational Safety and Health Division.
C
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 7 of 13
58 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
59 Are air vents present? ... if yes, answer the following question(s)Y
59A 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
59B 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
59C 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
59D 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.
NA (Notes: smaller than 6 inches)
60 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
60A 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
60B Access opening shoe box type with at least 2 inches of overlap
SIG | 25pts | FW | V010 | R309-545-14(2) | Rule requires the frame of an access
opening to be provided with a close fitting solid shoebox type cover which extends
down around the frame at least two inches and is furnished with a gasket(s) between
the lid and frame. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 8 of 13
ST002 - WEST TANK - Active
Exception Granted: R309-545-13 Tank Overflow | All storage structures shall be provided with an overflow. The storage tank is filled wil water
hauled in tanker trucks. Due to the remote location and lack of satisfactory sources in the area, this system hauls all of its water and stores it in its
60C 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
61 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
62 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
63 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
64 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
65 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
66 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.
NA (Notes: exception in place for not having
an overflow)
67 Are the drain line and overflow combined?N
67A Drain line shall terminate at least 12 inches above ground or flood rim of receiving
basin
SIG | 25pts | FW | V016 | R309-545-10(1)(d) | If the local authority allows discharge to
a storm drain, the rule requires the drain discharge to have a physical clearance of at
least 12 inches between the discharge end of the pipe and the overflow 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.
NA (Notes: no drain line)
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 9 of 13
above ground steel tank.

68 Is this facility Active or Inactive?A
69 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
28000
70 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
71 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
72 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
73 Are air vents present? ... if yes, answer the following question(s)Y
73A 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
73B 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
73C 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
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 10 of 13
73D 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.
NA (Notes: smaller than 6 inches)
74 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
74A 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
74B 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
74C 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
75 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
76 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
77 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
DEQ | Drinking Water
Run Date: 10/02/2024 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 11 of 13
HD001 - HYDRO PNUEMATIC TANK -- Hydropneumatic Tanks - Active
PF001 - PUMPING STATION -- Pump Stations - Active
78 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
79 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
80 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.
NA (Notes: exception is in place for not
having an overflow)
81 Are the drain line and overflow combined?N
81A Drain line shall terminate at least 12 inches above ground or flood rim of receiving
basin
SIG | 25pts | FW | V016 | R309-545-10(1)(d) | If the local authority allows discharge to
a storm drain, the rule requires the drain discharge to have a physical clearance of at
least 12 inches between the discharge end of the pipe and the overflow 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.
NA (Notes: no drain line)
82 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 (Notes: It was determined in 2021 that the
small grey tank is an expansion tank for the
water heater. The large red tank is the
listed hydropneumatic on the inventory.)
83 A tank located below ground allows for adequate drainage, ventilation, maintenance,
and flood protection.
MIN | 15pts | PU | PT14 | R309-540-6(2) | Rule requires diaphragm or air tanks and
appurtenances located below ground to have adequate provisions for drainage,
ventilation, maintenance, and flood protection.
NA (Notes: Its above ground.)
84 Is there a means to measure pressure to verify the tank is pressurizing properly?
MIN | 15pts | PU | PT08 | R309-540-6(3) | A pressure gauge shall be installed on the
pressure tank inlet line.
D (Notes: There is not a pressure gauge on
the large red tank. May want to check with
the Division if there is any possible way to
get an exemption.)
85 Pump station/Hydropneumatic tank and controls not protected against hazard?
SIG | 25pts | PU | PT13 | R309-540-5(1)(a)(i) | The pump station site meets the
requirements for sanitary protection of water quality, hydraulics of the system, and
protection against interruption of service by fire, flood, or any other hazard. 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 10:05:24 | Rating: Approved UTAH23066 CLEAN HARBORS - GRASSY MTN page 12 of 13
86 Is this facility Active or Inactive?A (Notes: There was communication about
changing the pump station to be above
ground instead of being in a vault.)
87 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
88 Pump Type (Centrifugal, Hand pump, Jet, Positive Displacement, Screw, Submersible,
Vertical turbine)
Centrifugal
89 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
89A 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
90 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
91 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
92 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
93 Does the pumping facility have an air relief valve located on the discharge piping? ... if
yes, answer the following question(s)
N
94 Pump station properly secured
MIN | 15pts | PU | PS33 | R309-540-5(1)(a)(v) | The pump station is protected to
prevent vandalism and entrance by animals or unauthorized persons.
C
DEQ | Drinking Water
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