HomeMy WebLinkAboutDDW-2024-009866Utah Department Of Environmental Quality
Division Of Drinking Water Sanitary Survey
Sanitary Survey
General System Information
Site Visit Date Surveyor Name
07/23/2024 Cameron Draney
GIRLS HOME PWS ID: UTAH02031 Rating: Approved 12/29/2021 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: ANDREW CLARK
*Last Name: BEECHER
*Organization:
*Address: Redacted
*City: SALT LAKE CITY
*State: UT
*Zip: 84150
*Email:
andrew.beecher@churchofjesuschrist.org
*Phone: 801-240-1693
Emergency Phone: 801-240-1693
2 Legal Contact (LC) [ if no eMail address is available, enter NoeMail@utah.gov ]
MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be
designated as the owner of the system and name, address and phone number of such
be supplied to the Division.
*First Name:
*Last Name:
*Organization: CORP OF PRESIDING
BISHOP- LDS CHURCH
*Address: 50 E NORTH TEMPLE ST, RM
1205
*City: SALT LAKE CITY
*State: UT
*Zip: 84150-6320
*Email:
andrew.beecher@churchofjesuschrist.org
*Phone: 801-240-1693
Emergency Phone: 801-240-1693
DEQ | Drinking Water
Run Date: 07/29/2024 11:31:58 | Rating: Approved UTAH02031 GIRLS HOME page 1 of 22
3 Owner Contact (OW) [ if no eMail address is available, enter NoeMail@utah.gov ]
MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be
designated as the owner of the system and name, address and phone number of such
be supplied to the Division.
*First Name:
*Last Name:
*Organization: CORP OF PRESIDING
BISHOP- LDS CHURCH
*Address: 50 E NORTH TEMPLE ST, RM
1205
*City: SALT LAKE CITY
*State: UT
*Zip: 84150-6320
*Email:
andrew.beecher@churchofjesuschrist.org
*Phone: 801-240-1693
Emergency Phone: 801-240-1693
4 Direct Operator in Charge (DO) [ if no eMail address is available, enter
NoeMail@utah.gov ]
MIN | 15pts | SM | G004 | R309-100-4(5) | Rule requires a person or organization be
designated as the owner of the system and name, address and phone number of such
be supplied to the Division.
*First Name: JESSE
*Last Name: ROWE
*Organization:
*Address: 9725 E 325 S
*City: HUNTSVILLE
*State: UT
*Zip: 84317
*Email: jrowe@kpsserv.com
*Phone: 801-643-9699
(Notes: jrowe@kpsserv.com)
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.)
Y
6A Population - Transient 300
6B Operating Period (Start Date) - Transient 05/01
6C Operating Period (End Date) - Transient 09/30
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:0
10 Commercial Connections:2
11 Industrial Connections:0
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)07/23/2024
14 Date of Survey (Last Day of Field Work) ** this should match the Date of Survey in the
header **
07/23/2024
15 Date final report sent to system (questionnaire, deficiency report and capacity
spreadsheet)
07/29/2024
16 Water system representative present during the survey:Y
17 How much time was spent to prepare survey documents prior to field survey? (Round
up to nearest quarter hour)
2
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)
2
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: Non 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)
C
25 Does the system haul water?N
DEQ | Drinking Water
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Cross Connection and Operator Certification
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: Non 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
30 Does the system have a deficiency meeting the required equalization storage capacity
for indoor/outdoor demands (but not because of fire suppression needs)? (USE
SPREADSHEET FOR CALCULATIONS) *IF YES, SELECT CORRECT STATEMENT
FROM THE FOLLOWING AND MARK "YES"; MARK ALL OTHER STATEMENTS
"NO."
N
31 Does your water system have an Emergency Response Plan?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
Y
31A Does your Emergency Response Plan include cybersecurity?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
Y
31B Does your water system use any computers, laptops, phones, tablets, or any other
computer systems to manage, operate, or maintain the PWS (SCADA or Industrial
Control Systems)? This includes any water sources, treatment, distribution or any
process related to operation function
N
31C Does your water system use any computer systems in regular business operations
such as accounting, billing, payroll, human resources, or management?
N
32 Legally adopted authority statement
MIN | 15pts | SM | M003 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes a legally adopted and functional
local authority to enforce the program (i.e., ordinance, bylaw, or policy).
C
33 Documentation of annual public awareness and/or employee training
MIN | 15pts | SM | M004 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes providing public education or
awareness material or presentations.
C
34 Documentation of personnel trained to manage the program (COMMUNITY WATER
SYSTEMS POPULATION 500 AND ABOVE REQUIRE A DDW CERTIFIED CCC
PROGRAM ADMINISTRATOR. ALL OTHER WATER SYSTEMS REQUIRE AT A
MINIMUM BACKFLOW 101 OR EQUIVALENT/ GREATER CCC TRAINING)
MIN | 15pts | SM | M005 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes an operator with adequate
training in the area of cross connection control or backflow prevention.
C
DEQ | Drinking Water
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General Maintenance and Environment
Distribution
35 Does the water system have detailed records of cross connection control activities?
(inventories of backflow assemblies, devices, and air gaps installed within the system)
MIN | 15pts | SM | M006 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes written records of cross
connection control activities.
C
36 Does the water system have records of on-going enforcement activities? (test history,
enforcement activities, hazard assessments)
MIN | 15pts | SM | M007 | R309-105-12(2) | Rule requires each public water system to
have a cross connection control program that includes test history and documentation
of on-going enforcement activities.
C
37 Operator meets required level of certification for water system. ( IF NO CERTIFIED
OPERATOR IS REQUIRED MARK COMPLIANT )
SIG | 50pts | OC | C001 | R309-105-11, R309-300-5(3) | Rule requires every
community and NTNC water system and public water systems that utilize
treatment/filtration to have at least one operator certified at the classified grade of the
water system. Certification must be appropriate for the type of system operated
(treatment and/or distribution). This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
38 Certified operator is within 1 hour travel time of water system. ( IF NO CERTIFIED
OPERATOR IS REQUIRED MARK COMPLIANT )
MIN | 0pts | OC | C002 | R309-300-5(14) | Rule requires the operator to be within 1
hour travel time, under normal work and home conditions, of each drinking water
system for which he is considered in direct responsible charge.
C
39 Are there any visual indications of unsanitary conditions?
SIG | 50pts | SM | M017 | R309-200-6, R309-105-18, R309-215-4(3) | R309-200-6 The
Secondary Maximum Contaminant Levels for public water systems deals with
substances which affect the aesthetic quality of drinking water. They are presented
here as recommended limits or ranges and are not grounds for rejection. The taste of
water may be unpleasant and the usefulness of the water may be impaired if these
standards are significantly exceeded.
R309-105-18 The Director or the local health department shall be informed by
telephone by a water supplier of any "emergency situation". The term "emergency
situation...
R309-215-4(3) If the water fails to meet minimum standards, then certain public
notification procedures shall be carried out, as outlined in R309-220. Water suppliers
shall also keep analytical records in their possession, for a required length of time, as
outlined in R309-105-17.
C
40 No unprotected connection between the distribution system and a source of
contamination. (If there is an unprotected connection, describe the location in detail.)
SIG | 50pts | DS | D009 | R309-550-5(11) | R309-550-5(11)
C
41 Are air release/vacuum valves in the distribution system? ... if yes, answer the
following question(s)
Y
DEQ | Drinking Water
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41A Open end of vent line covered with #14 mesh screen
SIG | 25pts | DS | D004 | R309-550-6(6)(b) | Rule states the open end of the air relief
vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible
screen and a downward elbow, and where possible, be extended to at least one foot
above grade. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
41B For a valve in a chamber, open end of vent pipe is at least 12 inches above grade or
one foot above distribution line in a chamber that does not flood.
SIG | 25pts | DS | D006 | R309-550-6(6)(b) | Rule states the open end of the air relief
vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible
screen and a downward elbow, and where possible, be extended to at least one foot
above grade. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
41C Chamber has drain to daylight, gravel-filled adsorption pit if not subject to flooding, or
sump pump.
SIG | 25pts | DS | D007 | R309-550-6(6)(b) and (7)(b) | Rule states chambers shall be
provided with a drain to daylight, if possible. Where this is not possible, underground
gravel-filled absorption pits may be used if the site is not subject to flooding and
conditions will assure adequate drainage. Sump pumps may also be considered if a
drain to daylight or absorption pit is not feasible. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
41D Open end of vent line down-turned.
SIG | 25pts | DS | D006 | R309-550-6(6)(b) | Rule states the open end of the air relief
vent pipe from automatic valves shall be provided with a #14 mesh, non-corrodible
screen and a downward elbow, and where possible, be extended to at least one foot
above grade. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
42 Water system has a program to maintain, operate, or control the use of fire hydrants.
REC | 0pts | DS | D012 | N/A | Fire hydrants provide a direct access to the water in the
distribution system. In order to protect the quality and integrity of the water, fire
hydrant access should be controlled.
NA (Notes: No hydrants)
43 Blow offs or air release valves are not directly connected to a sanitary sewer line.
SIG | 50pts | DS | D013 | R309-550-6(5)(a), R309-550-6(6)(c) and (7)(a) | Rule states
blow-offs or air relief valves shall not be connected directly to a sewer. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
44 Blow offs or air release valves do not discharge below flood level in ditches or
streams.
SIG | 50pts | DS | D016 | R309-550-9(1) and (2), R309-550-13(2) | R309-550-9(1 & 3)
C
45 All water mains installed after 1995 that provide fire flow are at least 8 inches in
diameter.
MIN | 15pts | DS | D019 | R309-550-5(4) & (5) | Rule states that the minimum line size
serving a fire hydrant lateral shall be 8-inch diameter unless a hydraulic analysis
indicates that required flow and pressures can be maintained by 6-inch lines.
C
DEQ | Drinking Water
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General Disinfection
ST001 - STORAGE FACILITY ST001 - Inactive (AB - ABANDONED)
WS001 - FLUME SPRING - Active
Exception Granted: 515-7(7)€ | Fencing around Flume Spring
46 Distribution system capable of providing minimum pressure of 20 psi at all service
connections.
SIG | 50pts | DS | D003 | R309-105-9, R309-550-5(1) | Rule states the distribution
system shall maintain minimum pressures as required by R309-105-9 at all points of
connection under all flow conditions. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
47 Was the water system constructed or new portions added after January 1, 2007? ... if
yes, answer the following question(s)
N
48 Water system follows AWWA disinfection procedures for new, repaired, or seasonal
water mains and tanks.
SIG | 25pts | MR | D018 | R309-550-8(10) | All new and repaired water mains and
appurtenances shall be disinfected in accordance with AWWA Standard C651. This
significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
49 How often do you periodically disinfect any or all parts of your water system (i.e. batch
disinfection) other than for repairs or maintenance?
SIG | 50pts | SM | G006 | R309-105-6(1)(a), R309-500-6 | R309-105-6(1) Approval of
Engineering Plans and Specifications
R309-500-6 Plan Approval Procedure.
C
50 Does the water system still have physical access to this facility? Y/N Guidance:
Answer NO if sold and no longer have security access or the facility is demolished and
can not be inspected.
N
51 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 (Notes: Covered under Mantua. Working
with Ben Harker to clarify.)
52 Operating Period (Start Date)05/01
53 Operating Period (End Date)10/31
54 Undocumented sources shall not be physically connected to the drinking water
system. (IF SOURCE IS NOT IN SYSTEM INVENTORY MARK "DEFICIENT")
SIG | 200pts | SO | S001 | R309-515-6(5), R309-515-7(4), R309-500-9(2) and (3) |
R309-105-6(1) requires plans and specifications for all public drinking water projects to
be approved in writing by the Director prior to the commencement of construction. This
significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
55 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
DEQ | Drinking Water
Run Date: 07/29/2024 11:31:58 | Rating: Approved UTAH02031 GIRLS HOME page 7 of 22
56 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
57 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
57A 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
57B 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
58 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
59 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
60 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
61 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
DEQ | Drinking Water
Run Date: 07/29/2024 11:31:58 | Rating: Approved UTAH02031 GIRLS HOME page 8 of 22
62 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
63 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
63A 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
63B 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
63C 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
63D 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
63E 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
DEQ | Drinking Water
Run Date: 07/29/2024 11:31:58 | Rating: Approved UTAH02031 GIRLS HOME page 9 of 22
ST002 - STORAGE TANK 2 - Active
63F 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
64 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
64A 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
64B 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
64C 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
65 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
66 Is this facility Active or Inactive?A
DEQ | Drinking Water
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67 Storage tank capacity in gallons (from SDWIS; if different explain why in the
comments)
20000
68 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
69 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
70 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
71 Are air vents present? ... if yes, answer the following question(s)Y
71A 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
71B 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
71C 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
71D 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
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72 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
72A 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
72B 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
72C 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
73 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
74 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
75 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
76 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
77 Are there cracks in the walls or roof of the storage tank? (if yes, select only one of the
following options)
N
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TP001 - GIRLS HOME FILTRATION -- Treatment General - Active
78 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
78A 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
78B 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
78C 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
79 Are the drain line and overflow combined?Y
80 Is this facility Active or Inactive?A
81 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
82 Operating Period (Start Date)05/01
83 Operating Period (Ending Date)09/30
84 What is the objective of the treatment process and how do you know it is working?
(e.g., surface water treatment, disinfection, arsenic removal, TDS removal etc.)
C (Notes: Surface water treatment)
85 Walk me through the different process steps of your treatment plant. What is the
purpose of each step? Show me how you determine you are meeting your Treatment
Requirements.
C
86 What Chemicals are used? Why?C (Notes: Chlorine, citric acid)
87 How is the chemical dose adjusted with flow and water quality? Prompts: What flow
rate is used for the adjustment (influent, effluent, CFE)? What water quality
parameters would make you change dose rate?
C (Notes: Influent)
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88 Does influent flow rate vary?Y
88A If yes, why does influent flow rate vary?C (Notes: Spring)
88B If yes, does chemical dose rate adjust to remain compliant at different flow conditions?Y
89 Process control testing is consistent with the specific treatment process
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
90 There is a means to accurately measure the quantities of chemicals used.
SIG | 25pts | TR | TD99 | R309-525-11(7)(d)(iv) | Provisions shall be made for
measuring the quantities of chemicals used. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
91 Treatment plant properly secured to protect the quality of the treated water, R309-520-
7(2)(f)
SIG | 25pts | SM | A050 | R309-400-11 | If the water system does not comply with the
directive, the Director may assess 25 to 200 points to the water system. Points shall
be assessed based upon the severity of the non-compliance, the threat to public
health and the underlying basis for the original directive.
C
92 Are liquid chemicals used? ... if yes, answer the following question(s)Y
92A Proper cross-connection control is provided on the service water lines that feed the
solution tanks
SIG | 50pts | TR | TG53 | R309-525-11(9)(b)(i) | Rule requires cross connection control
to be provided to assure that the make-up waterlines discharging to solution tanks
shall be properly protected from backflow as required by the Utah Plumbing Code.
This significant deficiency must be corrected within 120 days of notification or have a
compliance action plan approved by DDW.
C
92B There are adequate spill containment provisions for acid and caustic liquids.
MIN | 15pts | TR | TG59 | R309-525-11(6)(a)(iv)(B), R309-525-11(8)(b)(viii) | Rule
requires liquid chemical storage tanks to have an overflow and receiving basin or drain
capable of receiving accidental spills or overflows, and meeting all the requirements of
R309-525-23.
D (Notes: Spill containment required for
citric acid.)
92C If there is a day tank, the bulk tank and day tanks have separate screened vents.
MIN | 15pts | TR | TG60 | R309-525-11(8)(b)(vi) | Rule requires acid storage tanks to
be vented to the outside atmosphere, but not through vents in common with day tanks.
C
92D Solution tanks and tank refilling line entry points are properly labeled to identify the
chemicals or liquids
MIN | 15pts | TR | TG03 | R309-525-11(8)(c)(vii) | Rule requires tanks to be properly
labeled to designate the chemical contained.
C
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92E No direct connections exist between a sewer and drain or overflow from the feeder,
solution chamber, or tank.
SIG | 50pts | DS | M020 | R309-105-12(1) | Rule states that a water supplier shall not
allow a connection to his system which may jeopardize its quality and integrity. Cross
connections are not allowed unless controlled by an approved and properly operating
backflow prevention assembly. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
92F Chemical storage tank access opening properly covered?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
93 Treatment chemicals meet ANSI/NSF 60.
SIG | 50pts | TR | TD90 | R309-525-11(5), R309-520-6(2) | All chemicals added to
drinking water, including chlorine, chloramines and chemicals used to generate
hypochlorite solutions and chlorine dioxide, shall be certified as complying with
ANSI/NSF Standard 60. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
94 Are all chemical feeders properly verified for accuracy?
SIG | 25pts | TR | TG21 | R309-525-11(7)(a)(i) | Feeders shall supply, at all times, the
necessary amounts of chemicals at an accurately controlled rate, throughout the
anticipated range of feed. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
95 Spare parts are available for all chemical feeders
MIN | 15pts | TR | TX09 | R309-525-11(7)(b)(i) and (ii) | R308-525-11(8)(b)(i) states
that a means consistent with the nature of the chemical solution shall be provided in a
solution tank to maintain a uniform strength of solution. Continuous agitation shall be
provided to maintain slurries in suspension. 2 dem
C
96 Incompatible chemicals stored separately
SIG | 25pts | TR | TG19 | R309-525-11(7)(a)(iv) | Rule prohibits chemicals that are
incompatible from being fed, stored, or handled together. This significant deficiency
must be corrected within 120 days of notification or have a corrective action plan
approved by DDW.
C
97 Daily operating records reflect chemical dosages and total quantities used
SIG | 25pts | MR | TG20 | R309-105-14(3)(a) | Rule requires all water system using
chemical addition or specialized equipment for the treatment of drinking water to
regularly complete operational reports. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
98 Raw water compliance samples are collected before any treatment. R309-215-4(4)
SIG | 25pts | TR | T006 | R309-525-15(10)(a)(i) | R309-525-15(10)(a)(i)
Y
98A If yes, was location shown?C
99 Where are finished water quality monitoring samples collected?C
100 Does water system have a DEQ/DWQ (UPDES permit) discharge permit for the
proper disposal of treatment plant waste to land or water?
MIN | 15pts | SM | TGR3 | R309-105-6 | R309-105-6
C (Notes: Relatively small discharge
volume, long distance to body of water.)
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TP002 - GIRLS HOME CHLORINATION -- Treatment - Chlorination General - Active
101 Which parameters are watched when running treatment plant?C (Notes: Turbidity)
102 What type of alarm system is used?C (Notes: SCADA)
103 Does treatment plant have a SCADA system?Y
103A
Can operators respond to all alarms in a normal day, or do they have to silence
legitimate alarms?
C
103B
How are alarm set points adjusted and how are changes recorded?C
104 Proper lab equipment on site to support required operations & maintenance of the
plant?
SIG | 25pts | TR | T019 | R309-525-17(1) | Sufficient laboratory equipment shall be
provided to assure proper operation and monitoring of the water plant. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
105 Is this facility Active or Inactive?A
106 Is system required to provide primary disinfection? Prompt - If system knows they are
required to chlorinate based on water quality issues and/or knows they are required to
provide a minimum CT then follow-up by DDW is needed.
Y
106A
If yes, no new connections have been added prior to approved first connection that
would change the disinfection CT calculation.
SIG | 50pts | TR | TD26 | R309-505-7(2), R309-520-4 and 6(4) | Point of application of
disinfectants shall be at a location that will achieve the required disinfection CT prior to
the first service connection. This significant deficiency must be corrected within 120
days of notification or have a corrective action plan approved by DDW.
C
107 When chlorination is required, disinfection has operated uninterrupted during the past
year while supplying drinking water.
SIG | 50pts | TR | TD25 | R309-520-6 | Rule requires continuous disinfection of
groundwater sources that do not consistently meet bacteriological quality standards,
all surface water sources, and groundwater sources under the direct influence of
surface water. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
108 Chlorine (gas & hypochlorite solution, tablets, granules, ) and chemicals used to
generate chlorine solutions and chlorine dioxide meet ANSI/NSF 60.
SIG | 50pts | TR | TD90 | R309-525-11(5), R309-520-6(2) | All chemicals added to
drinking water, including chlorine, chloramines and chemicals used to generate
hypochlorite solutions and chlorine dioxide, shall be certified as complying with
ANSI/NSF Standard 60. This significant deficiency must be corrected within 120 days
of notification or have a corrective action plan approved by DDW.
C
109 If chemical dilution or dissolution is needed, cross-connection control is provided on
water lines feeding solution tanks.
SIG | 50pts | TR | TX07 | R309-525-11(2)(c), R309-525-11(9)(b)(i) to (iv) | Cross
connection control shall be provided on make-up water lines feeding solution tanks.
This significant deficiency must be corrected within 120 days of notification or have a
corrective action plan approved by DDW.
C
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110 Water flow rate is measured to control chemical feed?
SIG | 25pts | TR | TD79 | R309-525-11(7)(d)(ii) and (iii), R309-525-11(7)(a)(i) |
Chemical feed rates shall be proportional to flows and a means to measure water flow
rate shall be provided. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
111 Solution tanks and tank refilling line entry points are properly labeled to identify the
chemicals
MIN | 15pts | TR | TG03 | R309-525-11(8)(c)(vii) | Rule requires tanks to be properly
labeled to designate the chemical contained.
C
112 Free chlorine residual test equipment on-site or available?
MIN | 15pts | TR | TD78 | R309-520-7(1)(j) | Rule requires chlorine residual test
equipment available capable of measuring residuals to the nearest 0.1 mg/l in the
range below 0.5 mg/l, to the nearest 0.3 mg/l between 0.5 mg/l and 1.0 mg/l and to the
nearest 0.5 mg/l above 1.0 mg/l.
C
113 Spare parts are available to replace parts subject to wear and breakage
MIN | 15pts | TR | TD75 | Standard Method 334.0 Determination of Residual Chlorine
in Drinking Water Using an Online Chlorine Analyzer. [EPA 815-B-09-013 September
2009 11.1.1.2 Page 13] | Spare parts shall be provided and maintained for all
chlorinators to repair parts subject to wear and breakage.
C
114 Is chlorine chemical dose rate adjusted due to different water demand flow rates
and/or changing water quality?
Y
114A
If yes, which water flow rate is used? e.g. influent flow, effluent flow, filter flow.influent
115 Is there a designated chlorine Point of Entry (POE) sample location?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
116 POE is before first connection/customer?
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
117 Chlorine residual records are maintained and available... if yes answer following
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
Y
117A
System is sampling distribution residuals throughout entire distribution system
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
117B
Distribution chlorine residuals meet minimum concentration requirement
SIG | 25pts | TR | T028 | R309-215 | R309-215 & R309-520-6(4)(d)
C
117C
"What is the maximum free chlorine residual measure? This value never exceeds 4.0
mg/L? "
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
117D
System collects at least three distribution chlorine residual samples a week?
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
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TP002 - GIRLS HOME CHLORINATION -- Liquid Hypochlorination - Active
117E
System is sampling distribution residuals in accordance with monitoring schedule
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
118 Treatment plant properly secured to protect the quality of the treated water. R309-520-
7(2)(f)
SIG | 25pts | SM | A050 | R309-400-11 | If the water system does not comply with the
directive, the Director may assess 25 to 200 points to the water system. Points shall
be assessed based upon the severity of the non-compliance, the threat to public
health and the underlying basis for the original directive.
C
119 Daily operating records reflect chemical dosages and total quantities used
SIG | 25pts | MR | TG20 | R309-105-14(3)(a) | Rule requires all water system using
chemical addition or specialized equipment for the treatment of drinking water to
regularly complete operational reports. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
120 Is this facility Active or Inactive?A
121 Operational means provided to avoid injection of significantly decayed hypochlorite,
such as solution strength testing and delivery records
MIN | 5pts | TR | TD68 | R309-520-7(3)(b) | Rule requires the water system to provide
an operational means, such as keeping records of the delivery date of the hypochlorite
solution, to avoid the injection of significantly decayed hypochlorite solutions.
C
122 Solution tank is covered to minimize corrosive vapors
MIN | 5pts | TR | TD64 | R309-525-11(8)(b)(iii) | Chemical solutions shall be kept
covered.
C
123 Where concentrated hypochlorite solutions (5% or greater) are handled in containers
LARGER than 55 gallons: emergency eyewash station and a safety shower present
SIG | 25pts | TR | TD66 | R309-520-7(3)(a)(i) | Where hypochlorite solutions are used
at remote locations or in quantities of 55 gallons or less on site, safety showers are not
required and alternative emergency eyewash may be provided. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
124 Where concentrated hypochlorite solutions are handled in containers of 55 gallons or
LESS: some method of emergency eyewash provided (a full eyewash station and
shower is not required)
SIG | 25pts | TR | TD66 | R309-520-7(3)(a)(i) | Where hypochlorite solutions are used
at remote locations or in quantities of 55 gallons or less on site, safety showers are not
required and alternative emergency eyewash may be provided. This significant
deficiency must be corrected within 120 days of notification or have a corrective action
plan approved by DDW.
C
125 Hypochlorite solution storage area is protected from excessive heat and direct sunlight
MIN | 5pts | TR | TD67 | R309-520-7(3)(a)(ii) | States Storage and injection areas shall
be designed to minimize the decay in strength of concentrated hypochlorite solutions
from excessive heat or direct sunlight.
C
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TP001 - GIRLS HOME FILTRATION -- Filtration - General
126 Records are kept to minimize the use of decayed hypochlorite solution
MIN | 5pts | TR | TD68 | R309-520-7(3)(b) | Rule requires the water system to provide
an operational means, such as keeping records of the delivery date of the hypochlorite
solution, to avoid the injection of significantly decayed hypochlorite solutions.
C
127 There are adequate spill containment provisions for acid and caustic liquids.
MIN | 15pts | TR | TG59 | R309-525-11(6)(a)(iv)(B), R309-525-11(8)(b)(viii) | Rule
requires liquid chemical storage tanks to have an overflow and receiving basin or drain
capable of receiving accidental spills or overflows, and meeting all the requirements of
R309-525-23.
C
128 Instrumentation and controls for the process are operational, and in service
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
129 Is turbidity monitoring required? ... if yes, answer the following question(s)Y
129A
How often is the turbidity meter calibrated?C
129B
How often is the flow of turbidity meter verified?C
129C
Is continuous turbidity monitoring in operation.
SIG | 50pts | TR | T005 | R309-525-15(4)(b)(vi), R309-525-15(4)(c)(vii) | Each dual
media and tri-media filter must be provided with equipment which shall continuously
monitor turbidity in the filtered water. This significant deficiency must be corrected
within 120 days of notification or have a corrective action plan approved by DDW.
C
130 What is the maximum filtration rate throughout the year (in gpm/sf)?C (Notes: 15 gpm)
131 What criteria are used to determine when a filter backwash is needed?T (Notes: And headloss.)
132 What criteria are used to determine filtration is functioning properly? (PSI, Turbidity,
Headloss, Flow rate, water quality parameter)
C (Notes: Turbidity)
133 Criteria is used to determine filter loading rate meets the manufacturers
recommendations? R309-525-15(2) Explain in comments...
MIN | 15pts | TR | TGR9 | R309-105-7, 8 & 18, R309-100 through 605 | Trigger for
regulatory followup to address concerns.
C
134 What criteria are used to determine if filter media needs to be replaced?C
135 Is backwash flow rate verified to determine it meets minimum requirements?
MIN | 15pts | TR | T076 | R309-525-15(7) | Rule requires that backwash systems be
designed and operated to
provide for adequate backwash with minimum media loss.
C
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TP001 - GIRLS HOME FILTRATION -- Microfiltration
136 If system filters by Direct Filtration, the plant is configured to shut down automatically
when a source water exceeds 20 NTU for longer than 3 hours, or when the source
water turbidity exceeds 30 NTU at any time? R309-530-5(3)(g)
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
137 Type of membrane filtration process?UF
138 What is the typical turbidity of the filter influent water (in NTU)?11
139 What is the typical turbidity of the filter effluent (in NTU)?0.01
140 Is there pretreatment prior to the membranes? ... if yes, answer the following
question(s)
Y
140A
Describe pretreatment C (Notes: Screening)
141 Is there a way to release trapped air from the membrane skid (i.e. air release or
manual valves)?
Y
142 Water used for backwashing or cleaning of membranes is of equal or greater quality
than water produced by membranes
SIG | 25pts | TR | T043 | R309-105-10, R309-525-19, R309-525-15(4)(a), R309-525-
15(4)(b)(ii to v), R309-525-15(4)(c)(ii to vi) | R309-530-7
Y
143 Is the plant equipped with a clean-in-place (CIP) function? ... if yes, answer the
following question(s)
Y
143A
What criteria are used for initiating a clean-in-place (CIP) sequence?C (Notes: Headloss)
143B
Chemical concentrations are checked at the end of clean-in-place (CIP) cycle to
confirm there is remaining active chemical cleaning solution? Prompt: this confirms
starting dose rates are valid. Should be undertaken once or twice a year?
C
143C
Written records are maintained to help troubleshoot future cleaning procedures?C
143D
How is the CIP sequence initiated?M (Notes: Monthly)
143E
What chemicals are used for a CIP sequence?C
143F
Clean-in-place (CIP) chemicals are ANSI/NSF 60 certified
SIG | 25pts | TR | T080 | R309-525-11(5), R309-525-25(1), R309-535-11(5)(d) | Rule
requires that all chemicals added to water being treated for use in a public water
system for human consumption comply with ANSI/NSF Standard 60. This significant
deficiency must be corrected within 120 days of notification or have a compliance
action plan approved by DDW.
C
143G
Where does the CIP waste discharge to?C
DEQ | Drinking Water
Run Date: 07/29/2024 11:31:58 | Rating: Approved UTAH02031 GIRLS HOME page 20 of 22
143H
Membrane system has engineered design to prevent the accidental release of
cleaning fluids into the filtered water system. e.g. Double-block and bleed valving, a
filter to waste line, a removable spool piece inserted during cleaning.
SIG | 25pts | TR | T021 | R309-100 - R309-600 | All instrumentation needed to verify
that treatment processes are sufficient shall be properly calibrated and maintained. At
a minimum, this shall include turbidimeters. This significant deficiency must be
corrected within 120 days of notification or have a corrective action plan approved by
DDW.
C
144 Membrane fiber repairs are performed with an ANSI/NSF 60 approved materials
SIG | 25pts | TR | T080 | R309-525-11(5), R309-525-25(1), R309-535-11(5)(d) | Rule
requires that all chemicals added to water being treated for use in a public water
system for human consumption comply with ANSI/NSF Standard 60. This significant
deficiency must be corrected within 120 days of notification or have a compliance
action plan approved by DDW.
C
145 What is the procedure used for membrane repairs?C (Notes: Westech does the repairs.)
146 Water system conducts daily direct integrity test (DIT)?
SIG | 50pts | TR | T091 | R309-215-15(18)(b)(iii) | R309-215-15(18)(b)(iii)
Y
146A
DIT is conducted using a valid method to calculate pass/fail of the DIT?
SIG | 50pts | TR | T091 | R309-215-15(18)(b)(iii) | R309-215-15(18)(b)(iii)
C
146B
Water system has a minimum start pressure for daily DIT. Explain in comments...
SIG | 50pts | TR | T093 | R309-215-15(18)(b)(iii)(D) | R309-215-15(18)(b)(iii)(D)
C (Notes: 19.9 psi)
147 Does the system conduct continuous indirect integrity testing?
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
Y
147A
If yes, is continuous filtrate turbidity measurements are used to conduct continuous
indirect integrity testing? Or DDW Director approved alternative is used.
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
147B
If using turbidity monitoring for continuous indirect monitoring, there is a turbidity meter
on each individual membrane monitoring finished water?
SIG | 50pts | TR | T092 | R309-215-15(18)(b)(iv) | Systems must conduct continuous
indirect integrity monitoring on each membrane unit. Unless the director approves an
alternative parameter, continuous indirect integrity monitoring must include continuous
filtrate turbidity monitoring. Continuous monitoring must be separately conducted on
each membrane unit. This significant deficiency must be corrected within 120 days of
notification or have a corrective action plan approved by DDW.
C
DEQ | Drinking Water
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147C
If using turbidity monitoring for continuous indirect monitoring, there is a turbidity
control limit to trigger a Direct Integrity test
SIG | 50pts | TR | T094 | R309-215-15(18)(b)(iv) | If indirect integrity monitoring
includes turbidity and if the filtrate turbidity readings are above 0.15 NTU for a period
greater than 15 minutes (i.e., two consecutive 15-minute readings above 0.15 NTU),
direct integrity testing must immediately be performed on the associated membrane
unit. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C
147D
Turbidity control limit used is below 0.15 NTU or higher with Director approval?
Guidance - confirm this is captured as a critical control point. If no value, default is
0.15 NTU
SIG | 50pts | TR | T094 | R309-215-15(18)(b)(iv) | If indirect integrity monitoring
includes turbidity and if the filtrate turbidity readings are above 0.15 NTU for a period
greater than 15 minutes (i.e., two consecutive 15-minute readings above 0.15 NTU),
direct integrity testing must immediately be performed on the associated membrane
unit. This significant deficiency must be corrected within 120 days of notification or
have a corrective action plan approved by DDW.
C
148 Does the turbidity ever reach this control limit?N
DEQ | Drinking Water
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