20250306FLS to Staff 22 Attachment 1.pdf

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 1 of 243
•
900 N Skyline Drive,Suite B Brad Little,Governor
Idaho Falls, ID 83402 • [phone] Jess Byrne, Director
September 5, 2024
NORTHWEST NATURAL WATER LLC
2180 N Deborah Dr
Idaho Falls, ID 83401
Email: [e-mail]
Subject: Taylor Mountain Water And Sewer District (ID7100023) - Sanitary Survey conducted
on August 23, 2024
Dear NORTHWEST NATURAL WATER LLC:
A sanitary survey was recently conducted for Taylor Mountain Water And Sewer District
(ID7100023). This letter provides the sanitary survey report and photos for your records.
Significant Deficiencies: Significant deficiencies identified in this report must be addressed
after consulting with the Idaho Department of Environmental Quality (DEQ), Idaho Falls
Regional Office. Consultation and a written corrective action plan are required within 30
days of any significant deficiencies and/or follow-up requirements identified in this
notification (IDAPA 58.01.08). Follow the four steps identified in the sanitary survey report
to address all significant deficiencies.
Deficiencies: Deficiencies must be corrected when feasible or during modifications of
existing processes or facilities.
Recommendations: Recommendations identified in the report are not required to be
corrected at this time, but it is recommended.
Consult DEQ before taking specific corrective actions or modifying the water system. Modifying
your public water system or installing new components may require assistance from an Idaho
licensed professional engineer and DEQ's review and approval. Contact this office before
making modifications to your system.
Thank you for your help in completing the sanitary survey. For questions, contact Brianna Lords,
Drinking Water Compliance Officer, Idaho Falls Regional Office, 208-528-2623,
[e-mail].
Sincerely,
NA+c4k
Destiny Locke

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 2 of 243
Water Quality Analyst
Idaho Falls Regional Office
Enclosures: (3) Photo Log, Sanitary Survey Report, Well Logs
C: Carlin Feisthamel, PE, Regional Engineering Manager, DEQ-IF
Jason Fales, Drinking Water Compliance Supervisor, DEQ-IF
Brianna Lords, Drinking Water Analyst, DEQ-IF
Tony Wise, Operations Manager, [e-mail]
- 2 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 3 of 243
Sanitary Survey Report
Taylor Mountain Water And Sewer District - ID7100023
Survey conducted on August 23, 2024
Report generated on August 28, 2024
Narrative
Taylor Mountain Water and Sewer is a privately owned water system located south of Idaho
Falls in Bonneville County. The community system serves 185 connections with two
groundwater sources and one 150,000-gallon storage tank. Well #1 is located off of E Olympic
Ave between the golf course and a single-family residence. The golf course is well manicured;
however the well is located uphill of the course. The general vicinity of the well did not appear
to have fertilizer or lawn care chemicals applied to the area around the well. The well casing is
in good condition. The well lid is pancake style with a bolt, unknown condition of sanitary seal,
and no air vent (photo 1). This is noted as a significant deficiency. The well has a VFD pump, and
its control panel is adjacent to the well (photo 8). Near the well there is a vault with a locked
access hatch that houses the drinking water components including a flowmeter, pressure
gauge, isolation valve, and smooth nosed sample tap (photos 3-7). Past waiver notes indicate
that a check valve is located between the pump and the isolation valve.
Well #2 is located on S Legacy Ln. The well lot is fenced and houses the APU and pump house
that replaced the vault for well #2 in 2022 (photo 10). Plans were reviewed and approved by
DEQ. Well #2 is in good condition with an approved cap, good sanitary seal, and vented with a
screen (photo 11). The pumphouse contains 2 spigots with backflow prevention, flow meter,
pressure gauge, isolation valve, pump to waste, check valve, air relief valve, floor drain, and
panel system for the VFD pump (photos 13-21). The floor slopes toward the floor drain which drains
water to the back of the well lot downhill. The pump to waste has a screen and drain plate that
also drains to the back of the well lot downhill (photo 22). The system has back up power that
can run continuously for over 48 hours if needed (photos 23 and 24).
Further up the hill, is the 150,000-gallon concrete storage tank (photo 25). There was evidence
of where leaking had occurred in the past, but these areas have been patched (photo 26 and
27). No leaks were evident at the time of the inspection. On top of the tank is the access hatch
that is locked along with a screened air vent and solar power panel for the transducer (photos
28-31). Overall, the tank looked to be in good condition. At the time of inspection, the
operators did not know where the drain and overflow pipes for the tank were. This is a
significant deficiency. Previous surveys have noted difficulties in findings the discharge pipes.
The distribution system main lines are PVC and ductile iron that are 6, 8, and 10-inches in size.
All connections are metered, and the entire system can be ran electronically. The system
utilizes fire hydrants, and dead-end mains are flushed quarterly. Overall, the system is in better
- 3 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 4 of 243
shape with the new improvements Falls Water, owner of Taylor Mountain Water and Sewer,
has made. Falls Water is part of a larger conglomerate, Northwest Natural Water. Management
over the system meets monthly, and money is available to continue to maintain the system.
Enforcement Actions
None.
- 4 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 5 of 243
Significant Deficiencies:
A significant deficiency as identified during a sanitary survey, is any defect in a system's design,
operation, maintenance, or administration, and any failure or malfunction of any system
component, that the DEQ or its agent determines to cause, or have the potential to cause, risk
to health or safety, or that could affect the reliable delivery of safe drinking water (IDAPA
58.01.08.003.131). Failure to address significant deficiencies constitutes a violation of IDAPA
58.01.08.302 or 58.01.08.303.
Significant deficiencies may reference IDAPA design standard requirements. IDAPA rule
citations for sections 500-549 are primarily requirements during the design or modification
stage of a new system or component, and may not be enforceable as part of a sanitary survey.
These requirements are listed to provide reference of what current standards would apply if
that particular component were designed, modified, or constructed today. Corrective actions
that include material modifications must be approved by DEQ.
To address all significant deficiencies identified in this Sanitary Survey Report, follow steps 1
through 4.
Step 1 -Within 30 days of receiving this Report, submit to the Idaho Falls Regional Office, in
writing, a corrective action plan including planned completion dates for each identified
significant deficiency.
Step 2- Complete the planned action(s) by the "Planned Completion Date(s)."
Step 3-After completing each planned action, enter an "Actual Completion Date," your
initials, and write the "Corrective action taken."
Step 4-Sign your name at the bottom certifying that each corrective action has been
corrected by the planned completion date(s) and that the Public Water System (PWS) has
completed the sanitary survey response requirements pursuant to the "Idaho Rules for
Public Drinking Water Systems" IDAPA 58.01.08. Send a copy of the signed paperwork to
the Idaho Falls Regional Office.
- 5 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 6 of 243
Wells
WELL#1 (E0007186)
Question#8- Is the well properly vented? (24 mesh screen, open downward>18"outdoor or
>12"indoor, etc.) No.
Note: There is no well vent. See photo 1.
The well casing for Well: E0007186 is not properly vented to include a 24 mesh screen and/or does
not open downward and/or is not high enough above the receiving surface to protect the well from
flooding (IDAPA 58.01.08.511.05)
Install a casing vent to minimize the possibility of contamination caused by the creation of a partial
vacuum during pumping and to release air trapped in the pump column when the pump is not
running. On some wells the presence of a water tight(and thus air tight) well casing cap can mean
that when the pump is running and drawing down the static head in the well it can create a vacuum
that could impede pump operation. The vent lets equalizing air into the casing. The vent needs to be
at a height above flood levels and terminated downward to prevent entry of any potential surface
water. This may be accomplished by extending the casing 18 inches above the ground or 12 inches
above the pump house floor.A 24-mesh screen installed on the vent prevents contamination by
prohibiting entry of insects, rodents, and birds.
Submit planned completion dates to DEQ within 30 days of this letter.
Corrective Action Plan
Planned Completion Date: ,
Actual Completion Date: Initials:
Corrective action(s) taken (please provide photos):
Question#9- Does the well casing and cap prevent contamination and surface water entry?
No.
Note: The well cap is of the type that it is hard to see if a sanitary seal is there and what
condition it is in. See photo 1.
Well: E0007186 is not provided with an approved cap and/or solid casing that prevents surface
water and contaminants from entering the well (IDAPA 58.01.08.511.06.b).
A properly cased well with a sanitary well cap prevents surface water and potential contaminants
(bacteria,fertilizers, pesticides etc.)from descending along the outside wall of the well down to the
zones of stored ground water thus minimizing the possibility of contamination. The ground around
the well casing must slope away from the well casing.
Submit planned completion dates to DEQ within 30 days of this letter.
- 6 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 7 of 243
Corrective Action Plan
Planned Completion Date: ,
Actual Completion Date: Initials:
Corrective action(s) taken (please provide photos):
Storage Tanks
TOTAL STORAGE CAPACITY (150,000 GALLONS) (000000018090)
Question#14- Does the drain discharge in a way to prevent contamination and erosion around
the tank? (Discharge to daylight over drainage structure or splash plate, screened, adequate air
gap, etc.) No.
Note: Location of drainpipe was unknown at time of inspection. Therefore, it is unknown if the
discharge pipe is screened, has an air gap, discharges in a way to prevent erosion.
The drain for Storage Tank: 000000018090 does not discharge in a way to prevent erosion around
the base of the tank such as over a drainage inlet structure or a splash plate, and/or the drain does
not discharge in a way to prevent backflow and/or contamination (IDAPA 58.01.08.544.05 and
546.03).
The drain must discharge over a splash plate or into a drainage inlet structure to prevent water from
undercutting the storage tank and potentially causing structural failure. The drain must discharge in
a way that water does not pool at the drain and potentially submerge the pipe when draining.
Stagnant water creates unsanitary conditions that may increase the risk of disease transmission.
Submit planned completion dates to DEQ within 30 days of this letter.
Corrective Action Plan
Planned Completion Date:
Actual Completion Date: Initials:
Corrective action(s) taken (please provide photos and coordinates):
Question#15- Is an overflow provided and protected from contamination? (Discharges to
daylight, air gap, 24 mesh screen or expanded metal screen with weighted flapper; etc.) No.
Note: Location of overflow pipe was unknown at time of inspection. Therefore, it is unknown if
the discharge pipe is screened and has an air gap.
- 7 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 8 of 243
An overflow is not provided for Storage Tank: 000000018090 and/or it does not discharge to
daylight in a way that will preclude the possibility of backflow to the reservoir and/or is not provided
with an expanded metal screen installed within the pipe to exclude rodents and deter vandalism
(IDAPA 58.01.08.544.06).
An overflow pipe is necessary so the storage tank does not overfill, which could cause structural
damage. Overflows must discharge to daylight with a sufficient air gap above the receiving surface
to preclude the possibility of contaminated water from entering the overflow. All overflows must
have a screen to exclude living organisms and the pathogens they harbor out of the tank. Screens are
also necessary for flapper and duckbill valves because they can fail in the open position.
Submit planned completion dates to DEQ within 30 days of this letter.
Corrective Action Plan
Planned Completion Date: ,
Actual Completion Date: Initials:
Corrective action(s) taken (please provide photos and coordinates):
Question#16- Does the overflow discharge in a way to prevent backflow and erosion around
the tank? (Drainage structure or splash plate, air gap, etc.) No.
Note: Location of storage tank discharge pipes were unknown at time of inspection. Therefore,
it is unknown if the overflow pipe discharges in a way to prevent erosion.
For Storage Tank: 000000018090,the overflows do not discharge in a way to prevent erosion
around the base of the tank such as over a drainage inlet structure or a splash plate (IDAPA
58.01.08.544.06).
The overflow must discharge over a splash plate or into a drainage inlet structure to prevent water
from undercutting the storage tank and potentially causing structural failure. The overflow must
discharge in a way that water does not pool at the outlet and potentially submerge the pipe when
overflowing. Stagnant water creates unsanitary conditions that may increase the risk of disease
transmission.An overflow extending at least two pipe diameters in vertical length is a measure to
prevent backflow and potential contamination.
Submit planned completion dates to DEQ within 30 days of this letter.
Corrective Action Plan
Planned Completion Date: ,
Actual Completion Date: Initials:
- 8 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 9 of 243
Corrective action(s) taken:
I certify, to the best of my knowledge that all significant deficiencies have been corrected by
the agreed upon date and that the corrective action meets the requirements pursuant to
IDAPA 58.01.08.
Signature: Date:
- 9 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 10 of 243
Deficiencies:
Deficiencies must be corrected when feasible or during modifications of existing processes or
facilities.
Storage Tanks
TOTAL STORAGE CAPACITY(150,000 GALLONS) (000000018090)
Question#9- Can the storage structure be isolated from the system without depressurizing the
distribution system? No.
The finished water Storage Tank: 000000018090 which provides pressure directly to the distribution
system cannot be isolated from the distribution system without causing a loss of pressure in the
distribution system (IDAPA 58.01.08.544.01.b and 546.02). Install a means to isolate the storage
facility without causing a loss of pressure in the distribution system the next time material
modifications occur to the system.
The water system distribution system needs to be designed such that it will not lose pressure when a
tank is taken offline for cleaning and repairs. When storage tanks need to be removed from service
for maintenance or cleaning, distribution pressure must not drop below 20 psi.
Question#20-Are metal surfaces inside the tank corroding? Yes.
Note: The tank was not open during the inspection. The operator stated the ladder in the tank
was no longer usable due to deterioration.
Metal surfaces of the storage structure are corroding resulting in tank damage. Give proper protection
to metal surfaces by paints or other protective coatings, by cathodic protective devices, or by both
(IDAPA 58.01.08.544.15).
Corrosion occurs when metal, an electrolyte, and oxygen are present.Alkalinity,pH, temperature,
dissolved solids, and hardness can create an aggressive environment inside the tank. Corrosion may
indicate that cathodic protection and protective coatings are needed to extend the life of the tank.
Internal corrosion may lead to leaking and damage of the storage tank.
Coatings can fail for several reasons, including improper surface preparation, application, and curing, use
of the wrong type of coating, removal by ice or other environmental exposure, and lack of maintenance.
Exposed metal surfaces that are submerged and then exposed to air corrode at an increased rate.
Financial/Managerial Capacity
Question#10- Cross Connection Control Plan (C only) No.
- 10 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 11 of 243
The PWS owner/operator has not implemented a cross connection control program or has not provided
DEQ with a plan that includes the minimum requirements (IDAPA 58.01.08.552.06). A cross connection
control program needs to be developed and/or implemented.
Cross connections are significant sanitary risks that threaten drinking water quality and public health.
Successful control of cross connection hazards depends not only on inspecting for cross connections, but
also on an enforceable and implemented cross connection control program.
Question#11-Asset Management Plan (C and NTNC) No.
An Asset Management Plan should be established for the PWS.The assets of a water system include the
natural and engineered components for providing water(e.g., source water, pumps, motors, storage
tanks,treatment plants, pipes).A good asset management program typically includes a written plan for
achieving the best appropriate cost for rehabilitation, repair, or replacement of a public water system's
assets. Asset management is effective in maximizing the value of capital as well as minimizing operations
and maintenance expenditures.To learn more about asset management, go to DEQ's website at:
https://www.deg.idaho.gov/water-quality/drinking-water/public-water-system-switchboard/capacity-
development/
Question#12- Operation and Maintenance Manual (C and NTNC) No.
There is not a complete operation and maintenance (O&M) manual or one is not on file for this public
water system (IDAPA 58.01.08.501.12, 003.90, and 003.91). An O&M manual needs to be developed
and/or implemented.
Submit an O&M manual for review and approval. Upon approval,the operator must operate the system
in accordance with the approved O&M manual. At a minimum, include the following items in the O&M
manual:
daily, weekly, monthly, and yearly operating instructions
information specific to a particular type of treatment
location of valves and other key distribution system features
pertinent telephone and address contact information including the responsible charge water
system operator and water system owner
operator safety procedures
alarm system and emergency procedures
trouble-shooting advice
water quality testing procedures
response plan for depressurization events
customer service procedures
response plan for customer complaints
maintenance information and checklists
manufacturer's product information including troubleshooting information
parts list, spare parts list, and parts order form
necessary special tools
- ll -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 12 of 243
An O&M manual provides procedures to operate and maintain a facility's various systems and
equipment. It is important to analyze and evaluate a facility from the system level, then develop
procedures to attain the most efficient systems integration. Lack of an O&M manual can lead to system
failures and contamination of drinking water.
Recommendations:
Recommendations identified in this Report are not required to be corrected at this time,
however it is recommended.
Wells
WELL#1 (E0007186)
Question#6- Is the well (not located in a pump house) protected from unauthorized access?
(Locking cap,fenced, etc.) No.
Well: E0007186 (not in a pump house) should be protected from unauthorized access through fencing
around the source and/or use of a locking well cap.
Storage Tanks
TOTAL STORAGE CAPACITY(150,000 GALLONS) (000000018090)
Question#1-When was the storage structure last inspected? Unk.
Note: Unknown.
Qualified personnel should conduct annual inspections of all storage tanks for structural integrity,
protection from contamination, proper ventilation, and screening, and level of silt build up, etc.The
storage module of the DEQ sanitary survey form may assist in conducting this annual inspection of each
storage facility.The sanitary survey form is available on the Public Water System Switchboard at
www.deq.idaho.gov/pws-switchboard.
Question#2-When was the storage structure last cleaned? Unk.
Note: Unknown.
Qualified personnel should clean all storage tanks every three (3)to five (5)years. Sediment may harbor
bacteria, pathogens, or other organisms and create the potential for a waterborne disease outbreak.
Tank sediment may become disturbed during heavy demand periods and release these pathogens into
the distribution system.The cleaning of any storage tank should be coordinated with the DEQ regional
office.
- 12 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 13 of 243
Distribution Systems
DISTRIBUTION SYSTEM (T7100023DS1)
Question#6- Is a current map of the distribution system available? (Main sizes, locations of
valves and hydrants, etc.) No.
A current map of the distribution system was not available during the inspection. Maps should be made
available showing main sizes and locations of valves, hydrants, storage tank locations, and
interconnections to other systems. Update maps annually to reflect current conditions.A map should be
kept with the Operations and Maintenance Manual.
Question#20-Are there any water supply wells that are no longer being used that need to be
abandoned? Yes.
The Public Water System has water supply wells that are no longer being used and should be
abandoned, as required by IDAPA 58.01.08.510.09. Any water supply well that will no longer be used
should be abandoned by sealing the borehole carefully to prevent pollution of the ground water,
eliminate any physical hazard, conserve aquifer yield, maintain confined head conditions in artesian
wells, and prevent mixing of waters from different aquifers.The objective of proper well abandonment
procedures is to restore, as far as possible, the original hydrogeologic conditions.The services of a
licensed well driller are required. Instructions for abandoning various types of wells can be obtained
from the Idaho Department of Water Resources. Well abandonment must comply with Well
Construction Standards Rules (https:Hadminrules.idaho.gov/rules/current/37/370309.pdf) and Section
42-238, Idaho Code.
The Application to Abandon a Well form can be found at: https://idwr.idaho.gov/files/forms/238-4-2-
authorization-to-abandon-well.pdf
Idaho Department of Water Resources
322 East Front Street
P.O. Box 83720
Boise, Idaho 83720-0098
Telephone [phone].
Financial/Managerial Capacity
Question#9- Can any of the water system's functionality be controlled virtually or over a
network? Yes.
Without proper cybersecurity, a drinking water system is vulnerable to attack.
The EPA recommends all drinking water and wastewater utilities take the following cybersecurity
actions:
* Prioritize remediating known exploited vulnerabilities.
* Enable and enforce multifactor authentication with strong passwords.
- 13 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 14 of 243
* Close unused ports and remove any application not deemed necessary for day-to-day operations.
* Follow the steps outlined in the joint Cybersecurity Advisory to protect your organization from a
potential Hive ransomware attack.
If you suspect that you organization is the victim of a ransomware attack please report to the
Cybersecurity and Infrastructure Security Agency(CISA) at https://us-cert.cisa.gov/forms/report and/or
FBI at https://www.ic3.gov/.
- 14 -

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 15 of 243
Photographic Documentation
Inspection Date(s): Friday, August 23, 2024
Facility ID: ID7100023
Name of Facility: Taylor Mountain Water and Sewer
Inspector(s): Destiny Locke
Purpose of Inspection: Sanitary Survey
State of Idaho
Department of Environmental Quality

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 16 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
Table of Photographs:
Photograph 1: Lot for Well #1.......................................................................................................3
Photograph 2: Well tag ID# E0007186. .........................................................................................3
Photograph 3: Access to the pit for distribution components related to Well #1.........................4
Photograph 4: View of flowmeter, pressure gauge, and isolation valve. ......................................4
Photograph 5: Flowmeter reading 130,161,079 gallons. ..............................................................5
Photograph 6: Pressure gauge reading nearly 100 psi. .................................................................5
Photograph 7: Smooth nosed sample tap.....................................................................................6
Photograph 8: Overall view of the VFD electrical panel................................................................6
Photograph 9: Automated reading for Well #1.............................................................................7
Photograph 10: Lot for well #2 with surrounding fence................................................................7
Photograph 11: Well #2 with screened air vent............................................................................8
Photograph 12: Well ID# E0007187. .............................................................................................8
Photograph 13: Overall view of the pumphouse for well #2.........................................................9
Photograph 14: View of the drinking water components for Well #2...........................................9
Photograph 15: Spigot with backflow prevention.......................................................................10
Photograph 16: Pressure gauge reading near 60 psi...................................................................10
Photograph 17: Reading for the flow meter. ..............................................................................11
Photograph 18: View of spigot with backflow prevention, air relief valve, check valve, and
actuator. .....................................................................................................................................11
Photograph 19: Screened air relief valve. ...................................................................................12
Photograph 20: Floor slopes toward the floor drain. ..................................................................12
Photograph 21: VFD electrical panel system for well #2.............................................................13
Photograph 22: Pump to waste with screen and drain plate. Water drains to back of the well lot
downhill. .....................................................................................................................................13
Photograph 23: Auxiliary power unit that can consistently run for over 48 hours......................14
Photograph 24: Where fueling occures for the auxiliary power unit. .........................................14
Photograph 25: View of the west side of the 150,000-gallon concrete storage tank..................15
Photograph 26: View of where weeping of the storage tank has been patched.........................15
Photograph 27: East side of storage tank....................................................................................16
Photograph 28: Overall view of the roof of the storage tank......................................................16
Photograph 29: Access cover, air vent, and solar power panel for the transducer.....................17
Photograph 30: Locked access cover. .........................................................................................17
Photograph 31: Screened air vent...............................................................................................18
2

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 17 of 243
NING
�.idw,
S t� AF
etc � 4� �` f
- eVP
s
Photograph 1: Lot for Well#1.
r.
V
r A
Photograph 2: Well tag ID# E0007186.

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 18 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
. r
4..
F
Photograph 3: Access to the pit for distribution components related to Well #1.
�y
I..
s �
p
Photograph 4: View of flowmeter, pressure gauge, and isolation valve.
4

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 19 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
s
V ,
7 n
Photograph 5: Flowmeter reading 130,161,079 gallons.
9j
O �
®sb
\ O r
r C]
Photograph 6: Pressure gauge reading nearly 100 psi.
5

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 20 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
r,
Photograph 7: Smooth nosed sample tap.
'I
"t
r
a
F.
Photograph 8: Overall view of the VFD electrical panel.
6

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 21 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
^ J
n ,
5® La/0.em Sttaart
Photograph 9: Automated reading for Well #1
\1l �'i l\fi51I
l
Photograph 10: Lot for well #2 with surrounding fence.
7

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 22 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
1�
Mir
0
� I -
3.
?f L
'Ps k
{yFbwh! y� a
Photograph 11: Well #2 with screened air vent.
Q
Oq y
n,
b ?
Photograph 12: Well ID# E0007187.
8

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 23 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
t
eu,s
r:
Photograph 13: Overall view of the pumphouse for well#2.
. r
Photograph 14: View of the drinking water components for Well #2
9

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 24 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
a
........ ... ..
r
O
I
= t
Photograph 15: Spigot with backflow prevention.
i�
8 '
_ 4 10
a 2 12
0
p ®hare Apo
1gg z Rpa
psi
r,d
Photograph 16: Pressure gauge reading near 60 psi.
10

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 25 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
c
*[01
0
Photograph 17: Reading for the flow meter.
nv-= I
I
i;
Photograph 18: View of spigot with backflow prevention, air relief valve, check valve, and actuator.
11

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 26 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
Photograph 19: Screened air relief valve.
Photograph 20: Floor slopes toward the floor drain.
12

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 27 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
t ?fa
Photograph 21: VFD electrical panel system for well#2.
I
t
Photograph 22: Pump to waste with screen and drain plate. Water drains to back of the well lot downhill.
13

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 28 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
I
1
3 :
■ I
{
Photograph 23: Auxiliary power unit that can consistently run for over 48 hours.
4
f�01
Photograph 24: Where fueling occurs for the auxiliary power unit.
14

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 29 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
lad
f
t
Photograph 25: View of the west side of the 150,000-gallon concrete storage tank.
r , r
r � <
i
}
(( y P<
r N 1
Photograph 26: View of where weeping of the storage tank has been patched.
15

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 30 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
i
EM lm r <
Photograph 27: East side of storage tank.
F
Photograph 28: Overall view of the roof of the storage tank.
16

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 31 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
.0 111SEE
i11!!!1 =
111111!!!
T 1,
Photograph 29: Access cover, air vent, and solar power panel for the transducer.
s
,� ar
4
k,-
Photograph 30: Locked access cover.
17

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 32 of 243
Idaho Department of Environmental Quality
Photographic Documentation For:Taylor Mountain Water and Sewer- ID7100023
Mir/ ��ASSIVIOSp� p�
kj
PF"
' ,•� ••� •�� /// //
' WA�b�'
Photograph 31: Screened air vent.
18

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 33 of 243
Protecting Public Health and the Environm ant
Idaho
Departm mt of Environm mtal Q uality
Sanitary Survey
Sanitary Survey (Version 23)
ID7100023-TAYLO R
PWS: MOUNTAIN WATER AND
SEWER DISTRICT
Jurisdiction: IDAH OFALLS REG 10 XL SD WE W&site
O MICE
Sanitary Survey Date: 08/23/2024
General Inform anon
Approval Approved
Status:
#G sound Prim ary Sanitary Survey Index
Water 2 County BONNEVILLE Modules Used: #
Sources: Served: General 1
#Surface O mner Inform Aion
Water 0 Type: Private Wells 2
Sources: yp
Prim ary GW Legal Comy n ElSprings
Source Type: Entity: Intakes and
Total 610 #Storage 1 O Infiltration
Population: Facilities: Galleries
#Service Total O Consecutive
Connections: 185 Storage: 150,000 (gal) Connections
O Storage Tanks 1
Water System O Corn m nity O Nontransient O Hydropneum Aic
Type* Noncom m nity ❑Transient Tanks
Noncom m nity Distribution 1
System Distribution: DWD1 System s
Classification: Treatm oat: O N/A O Pumps 1
O Treatm ant Plants
Annual O prating Period-Population Served: O Chlorinators
==wEstim 2ted O Gas CL2
CountFinancial-
01/01 1 2/31 R 6 10 M anagerial 1
Total Modules 7
Water Purchased From:

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 34 of 243
None
Water Sold To:
None
Contacts
*All systems must have an AC and FC(one of each only).
*All C and NTNC must have a DO.
NORTHWEST 2180 N IDAHO 208
AC NATURAL A Deborah Dr FALLS ID 8 3401 522- [e-mail]
WATER LLC 1300
2180 208- 208-
DO WISE, A DEBORAH AMM(N I D 8 3401 522- 521- 208-521-2m [e-mail]
ANTHONY D DR 1300 9240 9240 40
2180 208- 208-
EC BRUCE,K A DEBORAH IDAHO 9631 ID 8 3401 522- 681- 20 6 [e-mail]
DR 1300 9631 31 SCOTT FALLS
2180 208- 208-
EC WISE, A DEBORAH AMM(N I D 8 3401 522- 521- 208-521-9240 2m [e-mail]
ANTHONY D DR 1300 9240 40
2180 208- 208-
FC BRUCE,K A DEBORAH IDAHO 9631 ID 8 3401 522- 681- 20 6 [e-mail]
DR 1300 9631 31 SCOTT FALLS
2180 N 208- 208-
OP WOLFS, A DEBORAH IDAHO ID 8 3401 522- 681- 208-681-426
TIMOTHY FALLS, 026 [e-mail]
DR 1300 0426
TAYLOR 2180 N 208-
OW MOUNTAIN A DEBORAH IDAHO ID 8 3401 522- [e-mail]
WATER AND DR FALLS 1300
SEWER DIST
2180 208- 208-
SA WISE, A DEBORAH AMM(N I D 8 3401 522- 521- 208-521-2m [e-mail]
ANTHONY D DR 1300 9240 9240 40
Parties Present
Role
rganization
Prim wy
i= i
WISE,ANTHONY D D WD3-21515 FALLS WATER
COM[PANY
LOCKE,DESTINY I DEQ P
Facilities

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 35 of 243
WSF State
Assigned ID itude
MI . , - i
(Tag) mom
E0007186 W ELL#1 W A L erm aient Y 1 /l/1970 43.397081 -111.991531 O
130007lA7 W L LL#2 W erm aient Y 1 /l/1980 43.389790 -111.990630 O
TOTAL STORAGE
000000018090 CAPACITY(150,000 ST AP erm aient N
GALLONS)
T7100023DSI DISTRIBUTION DS A N 7 /31/1984
SYSTEM
T7100023S1 C CHU WELL#lI V0 ther Yl /24/2006 43.466667-112.033056
T7100023S2 C CHU WELL#1'I V40 ther Y 43.466667-112.033056
T7100023L3M WELL#1/#2 TMI N
MANIFOLD
General Questions
Note:
Save Cancel Delete
Close
G emeral Q testions
Yes No NA Unk CSL Notes
O ❑ ❑ O 1. Have m oterial m adifications been m ale to the PW S since the last survey? Add
O ❑ ❑ ❑ 2. If m derial m odifications were m ale,were plans and specs subm lted to and approved by ❑ Add
DEQ? (0)
❑ O 3. Were sam lies taken during the survey by the inspector? (If yes, indicate what samples were Add
collected in the Notes)
Wdls
Assigned
E0007186 WELL#1 Yes
E0007187 WELL#2 Yes
Well WELL#1
Nam e
Tag E0007186
Num byr:
Well Questions

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 36 of 243
Yes No NA Unk CSL Notes
O ❑ 1. Is there a well log for the source? EDM S#: 2017ACA2182 Add
❑ O ❑ 2 Are surrounding land uses creating health hazards or increasing the potential for source ❑ Add
contain nation? (Setbacks not met, dumping, etc.) (0)
❑ O ❑ 3. Are toxic or hazardous chem i als stored on the well lot? (pesticides,paint, herbicides, O Add
fertilizers,petroleum, etc) (0)
Are pesticides,herbicides,or fertilizers applied to the well lot without approval?
❑ ❑ 4. Notes: Well#1 is near the golf course where they fertilize.However,the area around does not look to be (� Edit
fertilized,and it is also located uphill from the golf course.
If the well is in a pit,is the pit protected from flooding and contain nation? (watertight walls
❑ ❑ O ❑ 5. and floor floor drain, acceptable pit cover, etc.) (� Edit
Notes:Well is not located in a pit.
❑ O ❑ ❑ 6. Is the well(not located in a pum phouse)protected from unauthorized access? (Locking cap, ❑ Add
fenced, etc) (Recommended) (0)
O ❑ ❑ 7. Is the well protected from flooding? (casing height>highest flood level, >18"outdoor, >12" ❑ Add
indoor, etc) (0)
Is the well properly vented? (24 mesh screen, open downward>18"outdoor or>12"indoor
O O El8. etc.) (� Edit
Notes:There is no well vent.See photo 1.
Does the well casing and cap prevent contain nation and surface water entry?
❑ 0 El9. Notes:The well cap is of the type that it is hard to see if a sanitary seal is there and in good condition.See (� Edit
photo 1.
O ❑ ❑ 10. Is a raw water sm oath nosed sam lie tap provided on the discharge pipe? (Prior to any O Add
treatment) (0)
Is a working flow in der provided? (Instant, totaling, nonvolatile memory, installed on Q
O O ❑ 11. dischargepipe, etc.) Gallons: 130,161,079 (0) Add
O O 12. Is a working pressure gauge provided? (Instant, installed on discharge pipe, etc) PSI: O Add
100 (0)
O O O 13. Is an adequate pum pto-waste provided? (Capacity of the well, air gap,prior to the first ❑ Add
service connection, etc.) (0)
Pum p H arse Q iestions (Only pum phouses that contain a Groundwater Source)
Yes No NA Unk CSL Notes
❑ O ❑ 14. Is the well enclosed in a pum phouse? Add
❑ ❑ O ❑ 15. Is the pum phouse protected from contain nation? (Clean, in good repair, etc) (0 Add
❑ ❑ O ❑ 16. Is the pum phouse protected from unauthorized entry? (Locked, durable construction, etc.) (E) Add
❑ ❑ O ❑ 17.Does the pum phouse have adequate lighting throughout? (E) Add
O O O ❑ 18. Is adequate backflow protection provided on all threaded taps installed in the pum phouse? (0 Add
❑ ❑ O ❑ 19.Are there signs of equipm ait dam ege due to excess heat,in dsture,or corrosion? (inadequate ❑ Add
ventilation) (0)
❑ ❑ O ❑ 20. Is there a history of pum phouse equipm mt freezing? (Inadequate heating) (0 Add
❑ ❑ O ❑ 21. Is the pum phouse protected from flooding and surface water entry? (Floor drain, ground ❑ Add
surface graded to lead surface water away, etc) (0)
O O O ❑ 22 Does the configuration of the floor drain or sum pcause a contain nation risk? (connected to O Add
other drainage systems, sump < 30 feet from well, etc.) (0)

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 37 of 243
Wdl WELL#2
Nam c
Tag Num ter: E0007187
Well Q iestions
Yes No NA Unk CSL Notes
ME) 1. t there a well log for the source? EDM Sf#: 2017ACA2182 Add
O 12 O 2. Are surrounding land uses creating health hazards or increasing the potential for source O Add
contam nation? (Setbacks not met, dumping, etc) (0)
O 12 O 3. Are toxic or hazardous chem i als stored on the well lot? (pesticides,paint, herbicides, O Add
fertilizers,petroleum, etc) (0)
O O O 4. Are pesticides,herbicides,or fertilizers applied to the well lot without approval? (E) Add
If the well is in a pit,is the pit protected from flooding and contam nation? (watertight walls
O O O O 5. and floor floor drain, acceptable pit cover, etc.) (� Edit
Notes: Well is not located in a pit.
O O O O 6. Is the well(not located in a pum phouse)protected from unauthorized access? (Locking cap, O Add
fenced, etc.) (Recommended) (0)
O O O 7. Is the well protected from flooding? (casing height>highest flood level, >18"outdoor, >12" O Add
indoor, etc) (0)
no O g. Is the well properly vented? (24 mesh screen, open downward>18"outdoor or>12"indoor O Add
etc) (0)
no O 9. Ibes the well casing and cap prevent contam nation and surface water entry? (0 Add
O O O 10.Is a raw water sm oath nosed sam lie tap provided on the discharge pipe? (Prior to any O Add
treatment) (0)
O O O 11. Is a working flow m der provided? (Instant, totaling, nonvolatile memory, installed on O Add
discharge pipe, etc.) Gallons: (0)
0 O O 12 Is a working pressure gauge provided? (Instant, installed on discharge pipe, etc.) PSI: O Add
60 (0)
O O O 13.Is an adequate pum p-to-waste provided? (Capacity of the well, air gap,prior to the first O Add
service connection, etc) (0)
Pum p lI case Questions (Only pum phouses that contain a Groundwater Source)
Yes No NA Unk CSL Notes
O 0 O 14.Is the well enclosed in a pum phouse? Add
O O O O 15.Is the pum phouse protected from contam nation? (Clean, in good repair, etc) (0) Add
00 O O 16.Is the pum phouse protected from unauthorized entry? (Locked, durable construction, etc) (0 Add
O O O O 17.Does the pum phouse have adequate lighting throughout? (0 Add
O O O O 18.Is adequate backflow protection provided on all threaded taps installed in the pum phouse? (E) Add
O O O O 19.Are there signs of equipm ant dam ege due to excess heat,m dsture,or corrosion? (inadequate O Add
ventilation) (0)
O O 0 0 20.Is there a history of pum phouse equipm ant freezing? (Inadequate heating) (0 Add

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 38 of 243
O O 0 O 21. Is the pum phouse protected from flooding and surface water entry? (Floor drain,ground O Add
surface graded to lead surface water away, etc.) (0)
O O p O 22. Does the configuration of the floor drain or sum pcause a contam nation risk? (connected to O Add
other drainage systems, sump < 30 feet from well, etc) (0)
Storage Tanks
WSF State
Assigned ID
(Tag) MM
000000018090 TOTAL STORAGE CAPACITY(150,000 GALLONS). Yes
Storage
Tank TO TAL STO RAG ECAPACITY(150,000 G ALLO lam)
Nam e
Tag 000000018090
Num ber:
Storage Tank Q uestions
Yes No NA Unk CSL Notes
1 When was the storage structure last inspected? Date: --------- ---- 8 Li Edit
Notes:Unknown. (0)
2 When was the storage structure last cleaned? Date: --------- ---- 8 O Edit
Notes:Unknown. (0)
O 3. Total Days Supply(This Structure)? Days: 1 (0 Add
O 4. Pbw is the water level m atsured? transducer F0 Add
5 Construction: O Above-Ground O Ground-Level O Partially Buried J Below- Add
Ground
0 O O 6. (hn the operator safely access the entire tank? (Recommended) (0 Add
O O O 7. D)es the storage structure appear to be structurally sound? (0) Add
O O O 8. t leakage evident at tim eof inspection? (E) Add
O O O 9. Can the storage structure be isolated from the system without depressurizing the distribution O Add
system? (0)
O O 10.Does a contam nation risk exist due to wastewater spray irrigation or sludge disposal within O Add
500 feet of the storage structure? (0)
O O O 11. Is vegetation m maged to prevent im pmct to the storage structure? (Recommended) (__) Add
0 O O 12. Is the storage structure protected from contam nation? (Watertight roof and sidewalls; O Add
excludes birds, animals, insects, and excessive dust;sloped roof to facilitate drainage; etc.) (0)
O O O 13. Is the storage structure secure from unauthorized access? (Fencing, locked manholes, etc) (E) Add
Does the drain discharge in a way to prevent contam nation and erosion around the tank?
O O 14. (Discharge to daylight over drainage structure or splash plate, screened, adequate air gap, O Edit
etc) (0)
Notes:Location of drainpipe was unknown at time of inspection.

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 39 of 243
Is an overflow provided and protected from contain nation? (Discharges to daylight, air gap, O
O O O 15.24 mesh screen or expanded metal screen with weighted flapper;etc.) (0) Edit
Notes:Location of overflow pipe was unknown at time of inspection.
Does the overflow discharge in a way to prevent backflow and erosion around the tank?
O O ❑ ❑ 16. (Drainage structure or splash plate, air gap, etc.) (� Edit
Notes:Location of storage tank discharge pipes were unknown at time of inspection.
O ❑ ❑ ❑ 17.Are access covers locked and protected from contain nation? (>4"above the roof, 2" O Add
overlapping lid, watertight, tightly sealed, etc) (0)
Are vents provided and protected from contain nation? (open downward>12"above roof
O ❑ ❑ 18.and>24"above ground;24 mesh screen;exclude animals, insects, birds, and excessive dust, (� Add
etc.) (The overflow pipe shall not be considered a vent)
❑ O ❑ 19.Are there signs or a history of the storage appurtenances freezing? (D Add
Are in dal surfaces inside the tank corroding? O
0 ❑ ❑ ❑ 20.Notes:The tank was not open during the inspection. The operator stated the ladder in the tank was no longer (0) Edit
usable due to deterioration.
00 O 21.Are there any in aerials or com panents contacting water that in ay pose a contain nation risk? O Add
(Paint, coatings, sealants, components, etc. NSF 61 Approved) (0)
O ❑ ❑ ❑ 22.Is the area surrounding the storage structure graded to prevent standing surface water? (n/a O Add
for elevated tanks) (0)
Partially buried or below ground storage
Yes No NA Unk CSL Notes
❑ ❑ 0 ❑ 23.Are in aiholes elevated to prevent contain nation from snow, storm water,etc.? (>24"above O Add
the roof or ground) (0)
O O O 24.Do potential contain nation sources exist<50 feet from the storage structure? O Add
(Sewer/irrigation lines, standing water, etc) (0)
Distribution Systems
i
T7100023DSI DISTRIBUTION SYSTEM
Distribution
System DISTRIBUTIO NSYSTEM
Nam e
Tag T7100023DS1
Num her:
Distribution System Q uestions
Yes No NA Unk CSL Notes
Main line type of in aerials are? (Select all that apply) O Steel O HDPE(black) O
O 1. Asbestos/Cem ait O Copper S PVC 0 Ductile Iron O Gray Iron O (0 Add
Galvanized Other
O 2. Main line sizes? 6-10" O Add
(0)
O 3. Num ber of M etered Connections? 185 out of � Add

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 40 of 243
0 ❑ ❑ 4. D)es the system utilize fire hydrants? (0) Add
O O O 5. Fthe system utilizes fire hydrants, are in dnlines am him a nnf 6 inches? (Recommended) (E) Add
Is a current in zp of the distribution system available? (Recommended) (Mdn sizes, locations Q
O O O 6 of valves and hydrants, etc.) EDM S#: (0) Add
0 O O O 7. Have public notifications,DEQ notifications,and follow-up actions been followed for any ❑ Add
planned or unplanned depressurizations in the past year? (0)
Q Q 8 Was the pressure in casured at a service connection? PSI: Location: Add
Time --.-- -- Q
O O O 9. Is a in him a nsystem pressure of 20 psi.in antained at all service connections? (Including Q Add
fire flow-Identify pressure complaints in the Notes) (0)
0 O O O 10.Is a in him u msystem pressure of 40 psi.in antained during in aiim u nhourly dem aid O Add
conditions? (PW,%constructed after 71111985-Excluding fire flow) (0)
00 ❑ 11. Does pressure exceed 100 psi at any service connection? (E) Add
O O O 12.Are valves inspected and exercised regularly? (Recommended) ❑ Edit
Notes:semiannually (0)
O 0 O 13.Is the owner/operator aware of any leaking water m ins? (E) Add
O ❑ ❑ ❑ 14.Are all dead end in ans equipped with a in cans to flush? (0 Add
O O O O 15.Are dead end in ans flushed at least sem annually? (0 Add
O O O 16.Are there any in aerials used that should not be in contact with drinking water? (Pipes, O Add
sealants, components, etc.) (0)
O O O 17.Does the system experience water in an freezing? (E) Add
Are there any connections that provide supplem(ntal disinfection and in e✓t the definition of a
O O ❑ 18.PW S but are unregulated? (Recommended) (Hospitals, businesses, long-term care facilities, (� Add
etc.)
O O ❑ 19.Are there any unused subsurface water storage tanks that need to be abandoned? O Add
(Recommended) (0)
20 Are there any water supply wells that are no longer being used that need to be abandoned? ❑ Add
(Recommended) (0)
Cross Connection Control
Yes No NA Unk CSL Notes
Is an adequate cross connection control program provided and im liein acted? (Community O
0 ❑ ❑ ❑ 21.PWSonly) (Authority to implement, inspection program, adequate protection, annual (0) Add
testing,ability to discontinue service, 10 days to repair a failed device)
O ❑ ❑ ❑ 22.Is the operator trained in cross connection control? (Recommended) 0) Add
O O O 23.Are all backflow preventers owned by the PWS tested annually? (0 Add
Are there any known unprotected cross connections? (Submerged blow-offs, direct
O O 24.connections to storm or sewer drains, connection to unapproved source, uncontrolled fire (� Add
hydrant use, treatment bypass with raw water, etc.)
O O O O 25.Are all non-potable in dns,hydrants,and taps easily identified as such? ( Add
0
0 O O O 26•Is the discharge piping on all air valves protected from contain nation? (Prevent surface ❑ Add
water entry and backflow, open downward, 24 mesh screen, etc.) (0)

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 41 of 243
O ❑ 0 ❑ 27.Are bulk water stations provided with backflow protection m assures? Edit
Notes:There are no bulk water stations associated with this PWS (0)
Pum,ff
power
EN
set ii i � .
EOOOS186 )XE.L#1 W ubm asible 4 0 HP pump I®
E000SI87 WE,L#2 W ubm asible 2 5 HP pump PO
The questions, below, apply to all Pumps.
Pum P-Q u stions
Yes No NA Unk CSL Notes
❑ O ❑ ❑ 1. Do any of the pum la cycle>6 tim is per hour? (Recommended) (E) Add
O O O O 2. Are all pum Is in good repair? (excessive noise, vibration, heat, odors, leaks, etc) (0 Add
O O O 3. Are spare parts readily available for critical pum pcom Portents? (0 Add
O O O O 4. Is each pum pequipped with an accessible check valve? (on the discharge side before the shut- O Add
off valve) (0)
O ❑ O O 5. Are isolation valves provided on the discharge side of the pum 19 (E) Add
0 O O O 6. Is a working pressure gauge installed on the discharge line of all pum 10 (0 Add
O O O 7. Is a working flow m der provided for each pum# (Required ifpump is connected directly to O Add
the distribution system) (0)
❑ ❑ 0 ❑ g Is all pum plubrication oil ANSI/NSF 61 approved? ❑ Edit
Notes:There are no pumps associated with this PWSthat require oil lubrication. (0)
Is an air/vacuum relief valve provided for each vertical turbine pum pand is it protected from
❑ O 0 O 9. contam nation? (Open downward, 24 mesh screen, air gap, etc.) (� Edit
Notes:There are no vertical turbine pumps associated with this PWS
Pum uH ause (Only pum phouses that don't contain a Groundwater Source.)
Yes No NA Unk CSL Notes
0 O 10.Are there any pum phouses associated with this PWS that don't contain a Groundwater Add
Source?
0 ❑ ❑ ❑ 11.Are all pum phouses protected from contam nation? (Clean,good repair, etc) (0) Add
00 O O 12.Are all pum phouses protected from unauthorized entry? (Locked, durable construction, etc.) (0 Add
O O O 13.Do all pum phouses have adequate lighting throughout? (E) Add
O ❑ ❑ ❑ 14.Is adequate backflow protection provided on all threaded taps/hose bibs installed in any of O Add
the pum phouses? (0)

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 42 of 243
O 0 O O 15.Are there signs of excess heat,in dsture,or corrosion dam Zge in any of the purr phouses? O Add
(Inadequate ventilation) (0)
O O O O 16.Are there signs or a history of pum phouse equipm ait freezing in any of the pum phouses? O Add
(Inadequate heating) (0)
0 O O O 17.Are all pum phouses protected from flooding and surface water entry? (Drained,ground O Add
surface graded to lead surface water away, etc.) (0)
O O O O 18.Do the floor drains discharge>30 feet from any well in all of the pum phouses? (0 Add
O 0 O O 19.Does an unprotected cross connection exist due to the floor drain connection in any of the O Add
pum phouses? (Connected to sewer storm drains, etc) (0)
Auxiliary Power Units(APU)
Yes No NA Unk CSL Notes
O O 20.Does the PW S have any APUs? Add
O O O O 21.Are all APUs tested regularly? (Recommended) (0 Add
O O O 22.For all APUs,is a working autom aic power transfer switch provided? (0 Add
Comm mity System sO dy
Yes No NA Unk CSL Notes
00 O O 23. Can the com in nity PW S adequately pressurize the distribution system during a power O Add
outage? (C only) (0)
Do the APUs power all essential electrical functions in the pum phouses and the pum ling O
00 O O 24. stations(pum A controls,treatm ait,etc.)and pressurize the system for a in him a nDf 8 Add
hours? (0)
APU on a Well Lot O dy
Yes No NA Unk CSL Notes
0 O O 25.Are there any auxiliary power units located on a well lot? Add
0 O O O 26.Are the fuel tanks above ground or otherwise accessible for leak inspection? (0 Add
Is secondary spill containm ait provided for all fuel tanks? (110%of fuel tank volume-
0 O O O 27.Double walled tank is acceptable with active leak detection equipment between the two walls (� Add
with spill prevention and overfill protection.)
0 O O O 28.Does a certified operator observe filling of the fuel tank(s)? (0 Add
O O O O 29.Is engine exhaust directly discharged to the outside atm csphere for all APUs? (0 Add
Fin an cial/Man agerial
Financial Capacity_ iestions
Yes No NA Unk CSL Notes
O O 1. Is the PW S current with the paym mt of drinking water fees? (0 Add
0 O 2 Is the user charged for drinking water? Edit
Notes:Homeowners are charged for water using a tiered system.

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 43 of 243
O O 3. Does the water system have an annual budget? (Recommended) (0) Add
O ❑ O 4 Has an independent financial audit of the PWS been conducted,or has the SMART Financial ❑ Add
Tool been corn lieted? (Recommended) (0)
Mangerial Capacity Q iestions
Yes No NA Unk CSL Notes
O O 5. Does this PWS have a governing body,a board of directors or a recognized organizational Add
structure?
O O O 6. Does the PWS board m e routinely? Frequency: M cnthly Add
Are records retained onsite or nearby for the m him u ntim erequired? (TC-Syr; chem/rad-
O ❑ 7. l0yr; violation corrective actions-3yr;sanitary surveys-10yr;waiver, variance, or exemption (0) Add
determinations-Syr;PNs issued-3yr;daily free chlorine residuals-lyr)
O ❑ 8 Is there a custom a com liaint system and ongoing public inform otion program? O Add
(Recommended) (0)
Do 9. Can any of the water system§functionality be controlled virtually or over a network? (0 Add
Does the PWS have the following docum sits and were they reviewed with the O viner/O Mrator(where applicable)? (An
answer of'No'indicates docum art does not exist)
Yes No NA Unk CSL Notes
O O O 10. Cross Connection Control Plan(C only) EDM Sl#: (E) Add
O O O 11.Asset M anagem sit Plan(C and NTNC) EDM S#: (E) Add
O O ❑ 12. Operation and Maintenance M anual (C and NTNC) EDM S#: (0 Add
O O ❑ 13. System Classification W crksheet(C and NTNC) Add
O O O 14. Operator Licensing Issues (C and NTNC) Add
O O O 15.Em agency Response Plan(recommended for all systems and required for PW&with a O Add
population > 3300) EDM S#: (0)
O O 16.Water Loss Control Program (0 Add
O O 17.Water Efficiency Program (0 Add
O O 18.Monitoring Schedules Add
O O 19. Sam lie History(TCR and Non-TCR)-Past 5 Years Add
O O 20.Violation History-Past 5 Years Add
❑ O ❑ 21. Com liiance Schedules-pending and overdue Add
O O O 22.Public Notifications-ongoing/currently required Add
❑ ❑ O 23 Chlorine Residual History-Past 5 years Edit
Notes:At the time of the inspection,this PWSdoes not chlorinate.
O O O 24.M onthly Operating Reports(M ORs) Edit
Notes:At the time of the inspection, this PWSis not required to submit MO?s.
Does the PWS have the following Sam lie Siting Plans and were they reviewed with the O miner/0 rue ator(where
applicable)? (An answer of'No'indicates docum ant does not exist)
Yes No NA Unk CSL Notes
O 19 O 25.RTCR Sam lie Siting Plan EDM S#: Add

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 44 of 243
❑ O ❑ 26.PBCU Sam lie Siting Plan(C and NTNC only) EDM S#: Add
O O O 27.DBP Sam lie Siting Plan EDM S#: Add
❑ 28 Have changes been m ade to any Sam lie Siting Plans based on the review that was Add
conducted?If yes, explain in the note.
O O O 29.Do all Sam lie Siting Plan(s)m wt the minim a nrequirem ants? (0 Add
O O O 30.Are sam lies being taken in accordance with the Sam lie Siting Plan(s)? (0 Add
Safety Q iestions
Yes No NA Unk CSL Notes
O ❑ ❑ O 31.Are all personnel adequately and appropriately trained in safety procedures and equipm ant? (E) Add
❑ O ❑ ❑ 32.Does a safety concern exist for personnel and/or visitors? (PPE, handrails/guardrails, ❑ Add
ladders, non-slip triads, etc.) (0)
O O O 33. Is there a potential shock hazard because the electrical wiring appears to be inadequately ❑ Add
protected? (0)
O ❑ ❑ ❑ 34.Are protocols followed for any confined space entry? (Recommended) (E) Add

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 45 of 243
0623
D� REPORT OF WELL DRILLER
TO
State of Idaho
J AN 20
1°76
State law requires MR this report shall be filed with the State Reclamation
Sngineer wit hi�e da s,;c tprj,cmmpletion or abandonment of the well.
Eascerr, District Office >
WELL OWNER: ize of drilled hole : 16" Total
VameFczfq+r­zdepth of well: 333' Standing water
address c/o Joe Anderson level below ground: ),P, Temp.
Fahr. ° Test delivery: 395 gpm
,90 I.emorial Drive, Idaho Falls, Idaho 83LL01 or cfs Pump? Ej Bail
owner's Permit No. Size of pump and motor used to make test:
VATURE OF WORK (check) : Replacement well 121' Turbine
lew well © Deepened 7 Abandoned � Length of time of test: 26 Hrs. 30 Min.
Drawdown: 106 ft. Artesian pressure : ft.�
Water is to be used for: lnznici.nle above land surface Give .flow cfs
KETHOD OF CONSTRUCTION: Rotary r] Cable or gpm. Shutoffpressure:
?ug ❑ Other Controlled b Valve 71 Cap Plu;r,
explain _ No control L Does well leak around
BASING SCHEDULE: Threaded _ Welded X Yes D No
16 "Diam. from + 1 ft. to 242 ft. DEPTH MATERIAL i;;, ;
"Diam. from ft. to ft. FROM TO YES OR N,
"Diam. from ft. to ft. FEET FEET
"Diam. from ft. to ft. 0 5 sand clay brown
Thickness of casin�50 Material: 5 36
Steel F concrete Elwood El other r7 3 42 Clay er -,rave]_
1�2 47 Clay brown
47 54 G.rvel &. sand
explain 54 0 If —11 --
PERFORATED? Yes No 7 Type of -0 90 _ Gravel & si.it.
perforator used: 90 95 " " clay --`
95 105 Clay"-
Size of perforations: itby ft 777 C I ay prave . uater seepage
perforations from ft. to ft. 3r C ay Fravel
perforations from ft. to ft. 1T Gravel poss yc
perforations from ft. to ft. �.l +.; sand x gravel
perforations from ft.' to ft. 47f.T sa.ndstcne er bentonite
WAS SCREEN INSTALLED? Yes No a punzce b.en cnite
Manufacturer's name —I 205 Sands tor,e & i'entoni.t,e
Type Model No. 205 ?� it it _
shale & bent,onite
Diam. Slot size Set from ft. to ft 21 225 ,r rr r;
Diam. Slot size Set from ft. to ft 2.25 2 0 sandst.nne rra.vrl p, bent,onite
CONSTRUCTION: Well gravel packed? Yes 230 235 shale r*ra< cinders R• clav
No. XQ size of gravel Gravel 2 5 250 shale rorous clay firm
250 -
placed from ft. to ft. Surface seal 2r -5 " It If ray
-- ..__
provided? Yes F� No�- To what depth? ?55 270 firm frrav Lave.
47 ft. Material used in seal: cement
270 2PQ. j hrow.n &, r*ray cinders fair
280 2,05 ft " it rr P• Some'. clay
'did any strata contain unusable water? Yes 2`75 290 pray cinders fine pores & cla-v
:�o. FL] Type of water: 2 0 295 ray cinders lava & some oroi.s
')epth of strata ft. Method of sealin 295 300 1:ixe.d lava cinders hole cavinp ye;�
trata off: 300 305 it cinders talc caving yes
_305 312 _Brn. cinders talc sand yes
312 333 brown cinders F: clay caving yes
Surface casing used? Yes IX No. _
'emented in place? Yes No _
Locate well in section
I I
I I
— —I— — — — — T — — - Work started: October 29, 196P
I Work finished: December 2, :1.96y
I Well Driller's Statement : This well was
Sec. drilled under my supervision and this report:
is true to the best of my knowledge.
I I Name: Andrew lcell Dr:i.11i nfr Contractors
- - t- - - - - -4 — —
t I Address: 121 E.J'%t.h St Id ahoF l.ls Idaljo
o Signed by: `l
License N /Date `
LOCATION OF WELL: County. Bonneville
_V" )4 SE }, Sec. 21 T. 1 N/% R. 38 E//y
Use other side for additional remarks

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 46 of 243
m 7 STATE OF IDAHO c +YPr-WRITER OF
DEPA 4ENT OF WATER RESOURCES BAL NT PEN
WELL DRILLER 'S REPORT well #a
State law requires that this report be filed with the Director,Department of Water Resources
within 30 days after the completion or abandonment of the well.
WELL OWNER 7. WATER LEVEL
Name V ike_Grth (Idaho Falls Country Club) Static water level 120 feet below land surface.
Flowing? ❑ Yes EX No G.P.M.flow
Address 1P,00 S. Yellowstone Idaho Falls, Ida Artesian closed-in pressure p.s.i.
83401 Controlled by: ❑ Valve ❑ Cap ❑ Plug
Owner's Permit No. Temperature OF. Quality
NATURE OF WORK 8. WELL TEST DATA
® New well ❑ Deepened ❑ Replacement ❑ Pump ❑ Bailer ❑ Air ❑ Other
❑ Abandoned (describe method of abandoning)
Discharge G.P.M. Pumping Level Hours Pumped
PROPOSED USE -- ---- --
❑ Domestic ❑ Irrigation ❑ Test I Municipal g. LITHOLOGIC LOG
❑ Industrial ❑ Stock ❑ Waste Disposal or Injection
El Other (specifytype) Hole De th Water
-- yP Diam. From I To Material Yes No
0 Soil _mown _ X
METHOD DRILLED r 85 if it X
M Rotary M Air ❑ Hydraulic ❑ Reverse rotary 85 90 Brown_ems _ X
❑ Cable ❑ Dug O Other _ _ ._90 113 _Broken Basal_t _ X
1 113 1 8 Conglomerate Basalt _ X
1L, 138 1 8 Sand Stone _ X.
WELL CONSTRUCTION R
1 ClayGravel __. X_
Casing schedule: r Steel ❑ Concrete ❑Other 180 ashecL Gravel X 18 rr nX _I
Thickness Diameter From To1 Coateinches 11 inches + Ol feet 2Va feet 1 8Black Basaltinches inches feet feet 21 Basalt Bl ek X
inches inches feet feet 220 Cl Pea Gravelinches inches feet feet 246 Shale Brown X _
Was casing drive shoe used? EX Yes ❑ No 24 246 278 Riolite Brown
Was a packer or seal used? 4Yes A No 278 280 Broken Some Clay
Perforated? ❑ Yes Cd No 280 317 Broken Some Cl ayX_
How perforated? ❑ Factory ❑ Knife ❑ Torch
317 341 Sand Stone Brown X_?
Size of perforation inches by inches 1 345 Riolite X
Number From To xi
perforations _ feet feet hard Gray Basalt
60 Broken Gray
perforations feet feet 60 386 Firm r
perforations feet feet 8 ®
av Basalt
Well screen installed? ❑ Yes IN,No Broken Gray Basal t _X_
14 410 415 'i im 2
Manufacturer's name
Type Model No. - -- - -'
Diameter_Slot size Set from feet to feet -- -- -
Diameter__Slot size ---Set from feet to feet - -
Gravel packed? ❑ Yes X No ❑ Size of gravel -
Placed from ___ _ feet to _ feet -- --- -- --- —
Surface seal depth f� Material used in seal: n cement grout --- - - -
�� ❑ Puddling clay ❑ Well cuttings -- -- ---- — --
Sealing procedure used: ❑ Slurry pit ❑ Temp.surface casing -- - - -
(S Overbore to seal depth - -
Method of joining casing: ❑ Threaded SWelded ❑ Solvent
Weld -
❑ Cemented between strata
Describe access port_ _ i lL_(��/�. 10.
Work started 8-3-77 finished 9-19-77
i. LOCATION OF WELL - 11. DRILLERS CERTIFICATION
Sketch map location must agree with written locatio S I/We certify that all minimum well construction standards were
N complied with at the time the rig was removed.
Subdivision Name
- -- '--T� Firm Name Andrew Well DrillingFirm No. 5
Contr.
W E —
Address 1268 E. 17th St-, Date - -79---+-- Lot No. Block No.
7; �
Signed by (Firm Official
Sn and
:ou my �,JL« ' ------ (Operator) -/
f�
Sec. ,T. N/0, R., E/,�I(.
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 47 of 243
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
900 North Skyline Drive,Suite B• Idaho Falls, ID 83402•[phone] Brad Little,Governor
Jesse Byrne,Director
October 27, 2020
Falls Water Company Inc.
Attn: Scott Bruce, Manager
2180 Deborah Dr.
Idaho Falls, ID 83401
ScottI kfallswater.com
Subject: Sanitary Survey conducted on September 22, 2020 at Falls Water Company Inc.
PWS ID7100030
Dear Mr. Bruce:
A sanitary survey was recently conducted for Falls Water Company Inc. (ID7100030). Enclosed
with this letter is a copy of the sanitary survey report and photos for your records.
Any significant deficiencies identified in the report are required to be addressed following
consultation with the Idaho Department of Environmental Quality(DEQ). Consultation and a
written corrective action plan are required within 30 days regarding any significant deficiencies
and/or follow-up requirements identified in this written notification, as required by IDAPA
58.01.08. Please follow the four(4) steps identified in the sanitary survey report to address all
significant deficiencies.
Be advised that modifications to your public water system may require the assistance of an Idaho
licensed professional engineer and require DEQ review and approval prior to making water
system modifications or installing new components. Please contact our office before making
modifications to your system.
Thank you for your help in completing the sanitary survey. Please contact me at the DEQ Idaho
Falls Regional Office at [phone] or nick.nielsengdeq.idaho.gov if you have any
questions.
Sincerely,
Nick Nielsen
Drinking Water Analyst
Enclosures (2): Sanitary survey report, Photos
c: Greg Eager, Regional Engineering Manager, DEQ-IF
Tony Wise, Water Operator, Falls Water Company Inc.

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 48 of 243
Sanitary Survey Report
October 27, 2020
ID7100030
Falls Water Company Inc.
RE: Sanitary survey conducted on September 22, 2020
A list of findings for your system has been summarized below. In order to address all significant
deficiencies, follow steps 1, 2, 3, and 4.
Ste : Within 30 days of receiving this notification, submit to me in writing a corrective
action plan including planned completion dates for each identified significant
deficiency.
Step 2:-Complete the planned action(s)by the "Planned Completion Date(s)".
Step 3: After completing each planned action, enter an"Actual Completion Date",your
initials, and write the "Corrective action taken".
Stel4: Sign your name at the bottom certifying that each corrective action has been corrected
by the planned completion date and that your public water system has completed the
sanitary survey response requirements pursuant to IDAPA 58.01.08. Send me a copy
of the signed paperwork.
Significant Deficiencies
A significant deficiency as identified during a sanitary survey, is any defect in a system's design,
operation, maintenance, or administration, as well as any failure or malfunction of any system
component, that the Department or its agent determines to cause, or have the potential to cause,
risk to health or safety, or that could affect the reliable delivery of safe drinking water(IDAPA
58.01.08.003.131). Failure to address significant deficiencies constitutes a violation of IDAPA
58.01.08.302 or 58.01.08.303.
Significant deficiencies may reference IDAPA design standard requirements. IDAPA rule
citations for sections 500-549 are primarily requirements during the design or modification stage
of a new system or component, and may not be enforceable as part of a sanitary survey. These
have been listed to provide reference of what current standards would apply if that particular
component were designed, modified, or constructed today. Corrective actions that include
material modifications must be approved by the Department.
1

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 49 of 243
Plan of Action for Significant Deficiencies:
Groundwater Source:
• #2: The well lot for Wells #2, #4, and#6 has containers of petroleum products and materials
known to be toxic or hazardous stored on it(IDAPA 58.01.08.512.02). Remove hazardous
chemicals from the well lot. See Photo 94.
Toxic or hazardous materials pose a risk of source contamination.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
• #7: The well casing for Well #2 has an opening where the well vent pipe has been
removed. This is creating a direct conduit for surface infiltration into the well column
which has the potential to contaminate the well (IDAPA 58.01.08.511.05). See Photo 80.
Install a casing vent to minimize the possibility of contamination caused by the creation
of a partial vacuum during pumping and to release air trapped in the pump column when
the pump is not running. The vent lets equalizing air into the casing. The vent needs to be
at a height above flood levels and terminated downward to prevent entry of any potential
surface water. This may be accomplished by extending the casing 18 inches above the
ground or 12 inches above the pump house floor. A 24-mesh screen installed on the vent
prevents contamination by prohibiting entry of insects, rodents, and birds.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
• #7: The well casings for Wells #4, #5, #8, and#10 are not properly vented, do not include
a 24 mesh screen, and do not open downward (IDAPA 58.01.08.511.05). These wells
have piping for a vent, but the pipe terminates upwards and is either capped or left open,
thereby creating either a vacuum or open conduit for contamination. See Photos 54, 142,
108, and 164 respectively.
Install a casing vent to minimize the possibility of contamination caused by the creation
of a partial vacuum during pumping and to release air trapped in the pump column when
the pump is not running. On some wells the presence of a water tight(and thus air tight)
well casing cap can mean that when the pump is running and drawing down the static
head in the well it can create a vacuum that could impede pump operation. The vent lets
2

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 50 of 243
equalizing air into the casing. The vent needs to be at a height above flood levels and
terminated downward to prevent entry of any potential surface water. This may be
accomplished by extending the casing 18 inches above the ground or 12 inches above the
pump house floor. A 24-mesh screen installed on the vent prevents contamination by
prohibiting entry of insects, rodents, and birds
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
• #8: Wells #1 and#6 appear to have cracks and/or gaps which do not provide an approved
cap and solid casing (seal)that prevents surface water and contaminants from entering
the well (IDAPA 58.01.08.511.06.b). See Photos 1, 24, 27, and 30 respectively.
A properly cased well with a sanitary well cap prevents surface water and potential
contaminants (bacteria,fertilizers,pesticides etc)from descending along the outside
wall of the well down to the zones of stored ground water thus minimizing the possibility
of contamination. The ground around the well casing must slope away from the well
casing.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
• #12: The pump to waste discharge termination for Well#8 is submerged in the canal
under the bridge near N 31 st E and E. Lincoln Rd. This does not provide the necessary
approved air gap through an approved non-corrodible screen at a location prior to the first
service connection (IDAPA 58.01.08.511.02). Modify the pump to waste line so that it
achieves the necessary air-gap and non-corrodible screen requirements.
Pump-to-waste capability permits well water to be discharged prior to entering the
distribution system. Wells are typically pumped-to-waste to flush out stagnant water and
any potential contaminants, after the well or pump has been serviced to clear any debris,
bacteria, chemicals, and after any known ground water contamination.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
3

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 51 of 243
Pumping:
• #9: The vertical turbine pumps for Wells#1, #2, #6, #8, and#10 do not have a 24 mesh
corrosion resistant screen covering the air/vacuum and air release valve (IDAPA
58.01.08.511.02.d).
To prevent air from entering the distribution system at startup and to prevent vacuum and
possible collapse of the column pipe during shutdown, the vertical turbine pump should
be equipped with an air/vacuum and air release valve with a screen to prevent
contaminants from entering the system.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
Treatment Application:
• NSF 60 Approved: The chemical applied to the drinking water is not NSF 60 approved
(IDAPA 58.01.08.501.02). This chlorine is rated for swimming pools. See Photos 17 thru
19. All chemicals must conform to applicable AWWA standards and be certified by an
accredited ANSI certification body to meet ANSI/NSF Standard 60.
NSF/ANSI Standard establishes minimum health effect requirements for drinking water
chemicals directly added to water.
Planned Completion Date:
Actual Completion Date: Initials
Corrective action taken:
I certify,to the best of my knowledge that all significant deficiencies have been corrected by
the agreed upon date and that the corrective action meets the requirements pursuant to
IDAPA 58.01.08.
Signature: Date:
4

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 52 of 243
Deficiencies
Groundwater Source:
• #7: The well casing for Well#6 is not properly vented. There does not appear to be any
vent on this well (IDAPA 58.01.08.511.05). See Photo 30. No immediate action required.
Upon material modification to this location, install a casing vent.
Install a casing vent to minimize the possibility of contamination caused by the creation
of a partial vacuum during pumping and to release air trapped in the pump column when
the pump is not running. On some wells the presence of a water tight (and thus air tight)
well casing cap can mean that when the pump is running and drawing down the static
head in the well it can create a vacuum that could impede pump operation. The vent lets
equalizing air into the casing. The vent needs to be at a height above flood levels and
terminated downward to prevent entry of any potential surface water. This may be
accomplished by extending the casing 18 inches above the ground or 12 inches above the
pump house floor. A 24-mesh screen installed on the vent prevents contamination by
prohibiting entry of insects, rodents, and birds
• #11: A pressure gauge is not provided on all discharge piping (both pumps/discharge
lines) for Well #6 (IDAPA 58.01.08.511.03).
A pressure gauge identifies proper working pressures and will help diagnose well and
pump problems including leaks, lost pressure, short cycling of the well pump, or a bad
check valve or foot valve.
• #17: There remain some threaded taps installed in the pump houses throughout the
system which are not equipped with an appropriate backflow prevention device (IDAPA
58.01.08.541.0l.n).
An appropriate backflow device (typically a hose bib vacuum breaker)protects the
potable water supply from contamination should a back-siphonage backflow event occur.
• #18: There is not adequate ventilation in the pump house for Well #5 for dissipation of
excess heat and moisture from the equipment(IDAPA 58.01.08.541.0l.e). At the time of
the inspection, there was evidence of corrosion of metallic components from excessive
heat and/or moisture. See Photos 141 and 142.
Excess moisture in a pump house can lead to premature failure of electrical control
systems and create unsafe conditions for operators. Extremely high temperatures may
also damage electric motors.
Managerial:
• #12: There is not a system-wide operation and maintenance (O&M) manual for this
public water system(IDAPA 58.01.08.501.12, 003.90, and 003.91). An O&M manual
needs to be developed and/or implemented.
5

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 53 of 243
Submit an O&M manual for review and approval by March 31, 2021. Upon
approval, the operator must operate the system in accordance with the approved O&M
manual. At a minimum, include the following items in the O&M manual:
• daily, weekly, monthly, and yearly operating instructions
• information specific to a particular type of treatment
• location of valves and other key distribution system features
• pertinent telephone and address contact information including the responsible
charge water system operator and water system owner
• operator safety procedures
• alarm system and emergency procedures
• trouble-shooting advice
• water quality testing procedures
• response plan for depressurization events
• customer service procedures
• response plan for customer complaints
• maintenance information and checklists
• manufacturer's product information including troubleshooting information
• parts list, spare parts list, and parts order form
• necessary special tools
An O&M manual provides procedures to operate and maintain a facility's various
systems and equipment. It is important to analyze and evaluate a facility from the system
level, then develop procedures to attain the most efficient systems integration. Lack of an
O&M manual can lead to system failures and contamination of drinking water.
Treatment Application:
• 424: There is no means to contain bulk liquid chemical container leaks and/or spills
(IDAPA 58.01.08.531.02.j.viii).
A method of preventing bulk liquid chemical container leaks or spills must be provided to
prevent contamination of the drinking water.
Disinfection:
• #5: Petroleum products are stored with sodium hypochlorite, creating a potentially
hazardous environment in the well house for Wells 42, 44, and#6 garage(IDAPA
58.01.08.531.0l.d).
Under no condition should petroleum products be stored with chlorine. The reaction
between chlorine and petroleum products is quick and violent.
• #6: Sodium hypochlorite solution storage tanks are not vented to the outside atmosphere
(IDAPA 58.01.08.531.02.j).
6

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 54 of 243
Sodium hypochlorite vapors can escape into the room which could deteriorate other
equipment and cause inhalation hazards for personnel.
Recommendations
Groundwater Source:
• #10: At least one flow meter(located in Well#1) and a sand separator was defunct and
obsolete. DEQ recommends removing unnecessary or broken appurtenances from the
system.
Hydropneumatic Tanks:
• The Hydropneumatic Tank in the Well#2, #4, and#6 well lot is currently water logged
and serves as a dead point in the system. This can create stagnant water, which in turn
can increase the likelihood of contamination and deteriorating water quality. DEQ
recommends removing the hydropneumatic tank from the system since it is no longer
being used.
Financial:
• #3: An independent financial audit of the public water system should be completed every
year for large systems and every 3 to 5 years for small systems. The SMART Financial
Tool located on DEQ's Public Water System Switchboard(www.deq.idaho.gov/water-
quality/drinking-water/pws-switchboard) can also be a great way for a public water
system to evaluate their financial capacity.
7

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 55 of 243
Falls Water Company Inc. September 2020 ESS
Photo Log
Name of Facility: Falls Water Company Inc.
Inspector(s): Nick Griffith, Nick Nielsen, and Tyler Ayers
Inspection Date:Tuesday, September 22, 2020
Purpose of Inspection: Enhanced Sanitary Survey
Table of Photographs:
Photograph 1 : Well 1:well head............................................................................7
Photograph 2 : Well 1: discharge piping with pressure gauge and flow meter in
foreground. .............................................................................................................8
Photograph 3 : Well 1: control valve an feed line to chlorine mixing tank.............9
Photograph 4 : Well 1:floor sump........................................................................ 10
Photograph 5 : Well 1: pump to waste and sand filter discharge piping..............11
Photograph 6 : Well 1: pre-lube line..................................................................... 12
Photograph 7 : Well 1: control valve and chlorine injection.................................13
Photograph 8 : Well 1: pressure gauge................................................................. 14
Photograph 9 : Well 1: piping to distribution. Red flow meter now defunct.......1S
Photograph 10 : Well 1: Chlorine mixing, storage, and injection. ........................16
Photograph 11 : Well 1: pressure gauge off well..................................................17
Photograph 12 : Well 1:view of pump to waste vent. Pump to waste vent not
screened................................................................................................................ 18
Photograph 13 : Well 1: defunct flow meter. ....................................................... 18
Photograph 14 : Well 1: pump info....................................................................... 19
Photograph 15 : Well 1: pressure gauge...............................................................20
Photograph 16 : Well 1: chlorine dosing pump. ...................................................21
Photograph 17 : Well 1: chlorine being used. Note,this is swimming pool
chlorine. ................................................................................................................22
Photograph 18 : Well 1: swimming pool chlorine being used on system.............23
Photograph 19 : Well 1: chlorine bucket information. Clearly says swimming pool
use. No NSF label. .................................................................................................24
Photograph 20 : Well 1: Chlorine tank vent and other piping..............................25
Photograph 21 : Well 1:well tag...........................................................................26
Photograph 22 : Well 1: air/vac relief valve located on top of sand separator....27
Photograph 23 : Well 1: air/vac relief valve piping. No screen.............................28
Photograph 24 : Well 1:well vent. Note well head appears to be cracked and may
provide conduit for contamination.......................................................................29
Photograph 25 : Well 1:well house......................................................................30

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 56 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 26 : Well 1: well house and parking lot with storage building in
background. ..........................................................................................................30
Photograph 27 : Well 6:View of well head. Pumps#6 and #7 both located inside
ofwell 6.................................................................................................................31
Photograph 28 : Well 6: pump 6 piping. Note sample tap, and check valve........32
Photograph 29 : Well 6: pump 7 piping on right. Riser pipe goes to pump to
waste.....................................................................................................................33
Photograph 30 : Well 6: well head.Appears to be cracked which may provide
conduit for contamination. No vent. ....................................................................34
Photograph 31 : Well 6: Well head in background. Note cracking around well
plate. Pump to waste piping in foreground. Note check valve DS of Isolation
valve......................................................................................................................34
Photograph 32 : Well 6: Pump 6 pump to waste piping on left. Pump 7 pump to
waste piping on left. Both have check valve DS of isolation valve. ......................35
Photograph 33 : Well 6:view of prelube line taken off.Theoretically should not
work if the check valve located toward the right directly upstream functions
properly.................................................................................................................36
Photograph 34 : Well 6:view of pump to waste line traveling back and to the
right.......................................................................................................................36
Photograph 35 : Well 6: pump to waste line. .......................................................37
Photograph 36 : Well 6: Pump to waste tie in with Well 2 and Well 4.................37
Photograph 37 : Well 6: pump to waste discharge. Could not confirm screen....38
Photograph 38 : Well 6: pump 6 information.......................................................38
Photograph 39 : Well 6: pump 7 information.......................................................39
Photograph 40 : Well 6:flow meter......................................................................40
Photograph 41 : Well 6:flow meter read out.......................................................40
Photograph 42 : Well 6: pump 6 and 7 flow meters.............................................41
Photograph 43 :Well 6: air relief valve. No screen.Also down stream of check
valves.....................................................................................................................42
Photograph 44 : Well 6: piping manifold out to distribution................................43
Photograph 45 : Well 6: pipe 6 check valve downstream of pump to waste.......43
Photograph 46 : Well 6: pump 7 piping check valve downstream of pump to
waste.....................................................................................................................44
Photograph 47 : Well 6: piping manifold isolation valve out to distribution........44
Photograph 48 : Well 6: pump 6 piping pump to waste. With second check valve
downstream of isolation valve..............................................................................45
Photograph 49 : Well 6: pump to waste piping. ...................................................45
Photograph 50 : Well 4: sand separator. ..............................................................46
Photograph 51 : Well 4: wellhead, air/vac relief valve and check valve...............47
Photograph 52 : Well 4: pump info.......................................................................48
Photograph 53 : Well 4: well head. Note well vent is capped. Operator uses vent
to measure well levels...........................................................................................49
Photograph 54 : Well 4: view of well vent capped and pre-lube line...................50
2

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 57 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 55 : Well 4: air relief valve and check valve......................................51
Photograph 56 : Well 4: unknown %2-inch line coming off piping.........................52
Photograph 57 : Well 4:flow meter and chlorine injection point........................53
Photograph 58 : Well 4:view of air/vac relief valve discharge with vent. ...........54
Photograph 59 : Well 4: piping out to distribution...............................................54
Photograph 60 : Well 4: abandoned pipe with unknown purpose.......................55
Photograph 61 : Well 4: air relief valve discharge with screen.............................56
Photograph 62 : Well 4:flow meter......................................................................57
Photograph 63 : Well 4:flow meter and chlorine injection ine............................58
Photograph 64 : Well 4: piping manifold with well 2 to distribution and pressure
gauge.....................................................................................................................59
Photograph 65 : Well 2:view of chlorinator, piping, and defunct hydropneumatic
tank. ......................................................................................................................60
Photograph 66 : Well 2: pressure gauge...............................................................61
Photograph 67 : Well 2:threaded sample tap with AVB......................................62
Photograph 68 : Well 2: chlorinator......................................................................63
Photograph 69 : Well 2: pressure gage, sample tap, and prelube line for well 4. 63
Photograph 70 : Well 2: defunct hydrotank piping to distribution. .....................64
Photograph 71 : Well 2: drain and piping to distribution.....................................65
Photograph 72 : Well 2: drain and piping to distribution.....................................65
Photograph 73 : Well 2: drain and piping to distribution.....................................66
Photograph 74 : Well 2: view of air/vac relief valve and piping to waste in
background. Hydrotank piping in foreground. .....................................................66
Photograph 75 : Well 2: hydrotank chlorine injection..........................................67
Photograph 76 : Well 6 pump 6 &7 control panels..............................................68
Photograph 77 : Well 2: well head, with air relief valve, control valve, pressure
gauge, and other piping........................................................................................69
Photograph 78 : Well 2: piping view two..............................................................70
Photograph 79 : Well 2: view of well head and vertical turbine pump................71
Photograph 80 : Well 2: well casing. Note the area where a well vent previously
was located is now open, creating a direct conduit for contamination. ..............72
Photograph 81 : Well 2: presumably a prelube line. ............................................73
Photograph 82 : Well 2: pump info.......................................................................74
Photograph 83 : Well 2: well tag...........................................................................75
Photograph 84 : Well 2: piping view 3. Note,the air relief valve has no screen..76
Photograph 85 : Well 2: piping toward well 4. .....................................................77
Photograph 86 : Well 2: piping toward well 4 and a view of the defunct hydro
tankto the left. .....................................................................................................78
Photograph 87 : Well 2: defunct hydrotank drain with sample tap. ....................79
Photograph 88 : Well 2: control panel..................................................................80
Photograph 89 : Well 2: defunct hydrotank air/vac relief valve. Note the site glass
indicates the tank is completely water logged. ....................................................81
3

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 58 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 90 : Well 2: pump to waste nearest right with control valve and air
reliefvalve.............................................................................................................82
Photograph 91 : Well 2: water feed to chlorinator located on the left of
distribution piping. Includes small filter with pressure gauge..............................83
Photograph 92 : Well 2: piping to pump to waste................................................84
Photograph 93 : Well 2:flow meter......................................................................85
Photograph 94 : Well 2 and 4: pump to waste piping.This room contains
numerous chemical and petroleum containers, along with auto mechanic tools
which indicates dual use as a garage....................................................................86
Photograph 95 : Well 4: pump to waste piping. ...................................................87
Photograph 96 : Well 2: pump to waste control valve. ........................................88
Photograph 97 : Well 4: well tag...........................................................................88
Photograph 98 : Well 2 &4 well house.................................................................89
Photograph 99 : Well 2: chlorine tank. Same as Well 1. Swimming pool grade, not
NSF. .......................................................................................................................90
Photograph 100 : Well 2: chlorine data. Swimming pool grade...........................91
Photograph 101 : Well 6: well tag.........................................................................92
Photograph 102 : Well 6,4, and 2 well lot............................................................92
Photograph 103 :Well 8:view of well house. ......................................................93
Photograph 104 : Well 8: well tag.........................................................................93
Photograph 105 : Well 8: pump info.....................................................................94
Photograph 106 : Well 8: pump info.....................................................................94
Photograph 107 :Well 8: well head with pre-lube line. .......................................95
Photograph 108 :Well 8:vent is capped and not turned down...........................96
Photograph 109 : Well 8: from foreground—sample tap,flow meter, chemical
injection line, air relief valve. New chlorinator skid to the right. .........................97
Photograph 110 : Well 8: view of water drawing to chlorinator with attached
pressure guage,then chemical injection,then air relief valve. Pipe splits to pump
to waste line on left upstream of in-line distribution check valve. ......................98
Photograph 111 : Well 8: chlorine injection. ........................................................99
Photograph 112 : Well 8: air relief valve with sample tap upstream of check
valve. No screen on valve......................................................................................99
Photograph 113 : Well 8: pump to waste on top, in-line distribution below.....100
Photograph 114 : Well 8: pump to waste and distribution piping. ....................100
Photograph 115 : Well 8: well house.................................................................. 101
Photograph 116 : Well 8: pump to waste discharge completely submerged in
canal located near N 31" E and E. Lincoln Rd. .................................................... 101
Photograph 117 : Well 9: well house.................................................................. 102
Photograph 118 : Well 9: well head.Vent turned down with screen.................103
Photograph 119 : Well 9: pump info................................................................... 104
Photograph 120 : Well 9: generator. .................................................................. 105
Photograph 121 : Well 9: well tag....................................................................... 106
4

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 59 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday,September 22, 2020
Photograph 122 : Well 9: well head with air relief valve,vent, and check valve.
............................................................................................................................. 107
Photograph 123 : Well 9: pre-lube line...............................................................108
Photograph 124 : Well 9: sample tap and water line to chlorinator. .................108
Photograph 125 : Well 9: chlorinator.................................................................. 109
Photograph 126 : Well 9: chlorine injection. ......................................................110
Photograph 127 : Well 9: flow meter.................................................................. 110
Photograph 128 : Well 9: pressure gauge...........................................................111
Photograph 129 : Well 9: sample tap and isolation valve to distribution. .........111
Photograph 130 : Well 9: pressure gauge...........................................................112
Photograph 131 : Well 9: VFD control panel. .....................................................112
Photograph 132 : Well 9: flow meter read out...................................................113
Photograph 133 : Well 9: pump to waste...........................................................113
Photograph 134 : Well 9: back lot facing pump to waste...................................114
Photograph 135 : Well 9: generator vent. ..........................................................114
Photograph 136 : Well 9: generator fuel tank. ...................................................115
Photograph 137 : Well 9: fuel tank info..............................................................115
Photograph 138 : Well 5: pump to waste. No screen.........................................116
Photograph 139 : Well 5: pump info...................................................................116
Photograph 140 : Well 5: well tag....................................................................... 117
Photograph 141 : Well 5: well head. Note excess leaking and flooding around well
head. ................................................................................................................... 118
Photograph 142 : Well 5: well vent is opened up and not vented. ....................119
Photograph 143 : Well 5: pressure gauge...........................................................119
Photograph 144 : Well 5: piping with sample tap...............................................120
Photograph 145 : Well 5: chlorinator in foreground and sand separator in
background. ........................................................................................................ 120
Photograph 146 : Well 5: sand separator with chlorinator and swimming pool
chlorine buckets to the right............................................................................... 121
Photograph 147 : Well 5: sand separator with control valve on bottom...........122
Photograph 148 : Well 5: air relief valve on top of sand separator with vent hose
feeding into stand pipe. ...................................................................................... 123
Photograph 149 : Well 5: sand separator blow off valve....................................123
Photograph 150 : Well 5: chlorine water feed and chemical injection lines with
pressure gauge and check valve. ........................................................................ 124
Photograph 151 : Well 5: pressure gauge...........................................................124
Photograph 152 : Well 5: flow meter.................................................................. 125
Photograph 153 : Well 5: distribution piping with isolation valve to the left.
Unknown piping with control valve to the left. ..................................................125
Photograph 154 : Well 5: view 2 of distribution piping and unknown control
valve.................................................................................................................... 126
Photograph 155 : Well 5: decommissioned generator and fuel tank.................127
Photograph 156 : Well 5: decommissioned generator and fuel tank.................127
5

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 60 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday,September 22, 2020
Photograph 157 :Well 10: pump to waste..........................................................128
Photograph 158 : Well 10: well house................................................................129
Photograph 159 : Well 10: well house................................................................130
Photograph 160 : Well 10:generator. ................................................................130
Photograph 161 : Well 10:view of well head and piping...................................131
Photograph 162 : Well 10: well head..................................................................132
Photograph 163 : Well 10: pump info.................................................................133
Photograph 164 : Well 10: note leaking around well head.Vent cap also plugged
and not routed down.......................................................................................... 134
Photograph 165 : Well 10: air relief valve with not vent. Sample tap................135
Photograph 166 : Well 10: pump to waste just upstream of in-line check valve.
Piping up to sand separator................................................................................ 135
Photograph 167 : Well 10: pump to waste discharge pipe................................. 136
Photograph 168 : Well 10: check valve...............................................................137
Photograph 169 : Well 10: check valve and piping to distribution.....................137
Photograph 170 : Well 10: piping. ......................................................................138
Photograph 171 : Well 10: water drawn to chlorinator...................................... 139
Photograph 172 : Well 10: pressure gauge and flow meter............................... 140
Photograph 173 : Well 10: chlorinator and chlorine injection. .......................... 140
Photograph 174 : Well 10: isolation valve to distribution. ................................. 141
Photograph 175 : Well 10: chlorinator. .............................................................. 141
Photograph 176 : Well 10: piping. ...................................................................... 142
Photograph 177 : Well 10: control panel............................................................ 143
Photograph 178 : Well 10: flow meter read out................................................. 144
Photograph 179 : Well 10: flow meter read out................................................. 145
Photograph 180 : Well 10: well tag..................................................................... 146
Photograph 181 : Well 10: generator. ................................................................ 146
6

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 61 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
MEW
l�
1
7
Photograph 1:Well 1:well head
7

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 62 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
J
I
t
'Ar
Photograph 2:Well 1:discharge piping with pressure gauge and flow meter in foreground.
8

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 63 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
INTO •� �.
b
iU
r••
a;.
Photograph 3:Well 1:control valve an feed line to chlorine mixing tank.
9

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 64 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
All
w e _
Photograph 4:Well 1:floor sump.
10

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 65 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
a
� ..,
t
`L
l
Y
—utograph 5:Well 1:pump to waste and sand filter discharge piping.
11

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 66 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
i
f
—otograph 6:Well 1:pre-lube line.
12

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 67 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
� r
4
s
F
Photograph 7:Well 1:control valve and chlorine injection.
13

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 68 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
,t
(r
Photograph 8:Well 1:pressure gauge.
14

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 69 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 9:Well 1:piping to distribution.Red flow meter now defunct.
15

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 70 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
ion
CRANULAR
r
a
' -
-
Photograph 10:Well 1:Chlorine mixing,storage,and injection.
16

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 71 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i`�5p 11p :'s
N
Photograph 11:Well 1:pressure gauge off well.
17

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 72 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
I
1
1 � .
44
Photograph 12:Well 1:view of pump to waste vent.Pump to waste vent not screened.
Photograph 13:Well 1:defunct flow meter.
18

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 73 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
qW t-
1
1
1*
F
Photograph 14:Well 1:pump info.
19

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 74 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
No{pu n
ell.
ino
i
4Y
P.
1 1
Photograph 15:Well 1:pressure gauge.
20

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 75 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
� r �
r
j®
Photograph 16:Well 1:chlorine dosing pump.
21

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 76 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
� 0
J
AX
RANULAR
DANCER
Maggio
0
O
l
Photograph 17:Well 1:chlorine being used.Note,this is swimming pool chlorine.
22

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 77 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Y
------------
�1 READ
LAVIEL
QS1 NC
� a1 r►r'
A
-.f
u�
Photograph 18:Well 1:swimming pool chlorine being used on system.
23

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 78 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
�pRHINC CHEMICAL PROPERTIES
Contains 56%Available Chlorine
i pllso Contans 2,4,6 T6hydroxy-s-thazinethone DgNGEP.1m.,-,,:
Easily Soluble in All Pool Water 6krd,r;,r;
No Cloudy Build-up/Long-Lasting Chlorine Residual itdry
mo Keeps Water Water Sparkling Clear
DIRECTIONS FOR USE emorr;s
It is aviolation of Federal law to use this product in a manner inconsis-
tentwith as labeling. STRx"11 "
Reentry into treated swimming pools/spas is prohibited above levels of sill a"``'
3.0 ppm- ms sr'
na .
For treatment of freshly filled pools or for su perch lorination
"'water free
Of visible algae,add 2 oz of this 000. p per 1, gallons of pool water Them;
�b too°r�
�� bl sprinkling it over a wide area of pool water surface.This dosage will case
provide about 8.75 ppm(parts per million)of chlorine to helpsatisfy the ;as<;"dw' ,
n�1 water's chlorine demand.After this treatment, bathers should not be 'Olu ail
dlovved to enter the m arts t�
Million) p°0I until the chlorine residual falls to 2 pp (P ,h,!pmwA
+tt or less.For subsc uent use,add 1%oz.to 2h oz"(this
v10,000 gallons of pool water or as needed to maintain a chlo- 1O1
residual of 1.0 to 1.5
111r. is with a ppm Check water for chlorine content at regu m.rrl
5° 1�loads pool water test kit.During extreme neat or with heavy r.,
atea to 7.6 for be resu,water lhs�checked every 2 hours.Maintain a pH SM dX ,frl
apa of Always distribute granules over an ott 00AF+
Fc,us�0l water surface.
\; f
�! �e hkI�Yi uz or splasher pools,the recommended daily dosage rµ:(64,
f.D7�k Per 7SQ agfal310ns Of vgtec E.VA Est rro.Item 2►Noo.50 y1�.
part r
- "--�- rt t�r—oa..M t tea^cane+•
DKWAAm by
LEISURE IMNG
S74 Main r St t
7�- T-U.Wlda,NY 14150
Photograph 19:Well 1:chlorine bucket information.Clearly says swimming pool use.No NSF
label.
24

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 79 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
t
Photograph 20:Well 1:Chlorine tank vent and other piping.
25

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 80 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
e
t,
Photograph 21:Well 1:well tag.
26

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 81 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1
4'
'1
1
1
f
Photograph 22:Well 1:air/vac relief valve located on top of sand separator.
27

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 82 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
�^ Y
Photograph 23:Well 1:air/vac relief valve piping.No screen.
28

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 83 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r_
Photograph 24:Well 1:well vent.Note well head appears to be cracked and may provide
conduit for contamination.
29

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 84 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
GI
G
Photograph 25:Well 1:well house
1 ;
r
1
Photograph 26:Well 1:well house and parking lot with storage building in background.
30

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 85 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 27:Well 6:View of well head.Pumps#6 and#7 both located inside of well 6.
31

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 86 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
_c
_mow
y -
rK.
A
r
Photograph 28:Well 6:pump 6 piping.Note sample tap,and check valve.
32

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 87 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
h `
Y
l :
� r
�w
aA
w.'
k
r ,
,r
Photograph 29:Well 6:pump 7 piping on right.Riser pipe goes to pump to waste.
33

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 88 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
is
Photograph 30:Well 6:well head.Appears to be cracked which may provide conduit for
contamination.No vent.
N
r-
Photograph 31:Well 6:Well head in background.Note cracking around well plate.Pump to
waste piping in foreground.Note check valve DS of Isolation valve.
34

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 89 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
: cr... _
ALAL
4-
"a
Photograph 32:Well 6:Pump 6 pump to waste piping on left.Pump 7 pump to waste piping on
left.Both have check valve DS of isolation valve.
35

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 90 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
III I���II�1II�IIII�II
O e J
�1
AIL
U
Photograph 33:Well 6:view of prelube line taken off.Theoretically should not work if the check
valve located toward the right directly upstream functions properly.
r= 4 =I
Photograph 34:Well 6:view of pump to waste line traveling back and to the right.
36

or
Ali

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 92 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
- r
ai
�I
-
�„i _ _ - Y.�• '.1t .13,x`, P fY ;l.f..�!�fi,ip� .,I v _
3 a L •'.� 3� tg
Photograph 37:Well 6:pump to waste discharge.Could not confirm screen.
HOUSTON,TEXA
tcl) d.
Xl• PATENTE
' MODEL i►I►;
SERIAL,0. 11Mcvrrs
- y-
�� R
lyy
.� L.R.AMP31• �-
11f IE'�NA 4 NEMA 7
GRP.Ca D
4 19-01 CL,II GRP.E,F&G
Photograph 38:Well 6:pump 6 information.
38

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 93 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
to
kw
U)
- V
- _
x a Q
A 4 z
O Wcc
r
N
so
uw
N\ Q/ �
JO�
aww: Z
01 o
z
Photograph 39:Well 6:pump 7 information.
39

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 94 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
n-tcaRa
I
L
11
a'
Photograph 40:Well 6:flow meter.
I y
MCCROMM - .
f.-J SHORT Pt IQH
Photograph 41:Well 6:flow meter read out.
40

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 95 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 42:Well 6:pump 6 and 7 flow meters.
41

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 96 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
t
�t
Photograph 43:Well 6:air relief valve.No screen.Also down stream of check valves.
42

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 97 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
MAN
r ti
Photograph 44:Well 6:piping manifold out to distribution.
Photograph 45:Well 6:pipe 6 check valve downstream of pump to waste.
43

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 98 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 46:Well 6:pump 7 piping check valve downstream of pump to waste.
Y
1`.
f
r
Photograph 47:Well 6:piping manifold isolation valve out to distribution.
44

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 99 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
a
. w 1
' , q
Photograph 48:Well 6:pump 6 piping pump to waste.With second check valve downstream of
isolation valve.
it
F j„4
Ir
Photograph 49:Well 6:pump to waste piping.
45

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 100 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 50:Well 4:sand separator.
46

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 101 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
n�
' 1
• � i
Photograph 51:Well 4:wellhead,air/vac relief valve and check valve.
47

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 102 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
NEk A
Premium
TM O
487340
IAL FEATURES BSJ]059
0 R
Photograph 52:Well 4:pump info.
48

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 103 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
01
a
•
Photograph 53:Well 4:well head.Note well vent is capped.Operator uses vent to measure well
levels.
49

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 104 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
J
T,
� 1
Photograph 54:Well 4:view of well vent capped and pre-lube line.
50

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 105 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
O�
�4
K
1
;f t
Photograph 55:Well 4:air relief valve and check valve.
51

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 106 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
P
1.
Photograph 56:Well 4:unknown%-inch line coming off piping.
52

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 107 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
i
b
Photograph 57:Well 4:flow meter and chlorine injection point.
53

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 108 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 58:Well 4:view of air/vac relief valve discharge with vent.
i
r
n
Photograph 59:Well 4:piping out to distribution.
54

D-
Page •• .
Tuesday,
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
'� r
r
� I
i
ya►f- ,
-, ,,.• ; c •r1 tom° 1. I
- � .I� 1 rl � -�f� r'1 � • r
- -� r, �Sfl�r• Ltd- �, r�•V�
' `' '. �:.; -i !�rs'��;,;t ray•
9��'�j'��I`•'j I�- I►�i-�7"l;T' • ��f+��YF 'gyp$�
/ s
Photograph .1 abandoned pipe

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 110 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
IIII 1
;E
r
1
11
Photograph 61:Well 4:air relief valve discharge with screen.
56

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 111 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
f
0 s
D
r
Cn
w
o O t
n
r
Photograph 62:Well 4:flow meter.
57

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 112 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
,e
)N
Photograph 63:Well 4:flow meter and chlorine injection ine.
58

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 113 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 64:Well 4:piping manifold with well 2 to distribution and pressure gauge.
59

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 114 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
• �`3.
I
i
i
I,
1 L
ChO h /
a
Photograph 65:Well 2:view of chlorinator,piping,and defunct hydropneumatic tank.
60

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 115 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
t
40
yin MEiRIL
90 80
'. OpsiO 100
Photograph 66:Well 2:pressure gauge.
61

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 116 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 67:Well 2:threaded sample tap with AVB.
62

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 117 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
chlor — l
LCG-121
chlor
s
A
r
Photograph 68:Well 2:chlorinator.
Photograph 69:Well 2:pressure gage,sample tap,and prelube line for well 4.
63

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 118 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1_
I.
�C
Photograph 70:Well 2:defunct hydrotank piping to distribution.
64

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 119 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
l
Photograph 71:Well 2:drain and piping to distribution.
l
i
Photograph 72:Well 2:drain and piping to distribution.
65

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 120 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
U
Photograph 73:Well 2:drain and piping to distribution.
Photograph 74:Well 2:view of air/vac relief valve and piping to waste in background.Hydrotank
piping in foreground.
66

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 121 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
•
_ w
M
�M
11
J
Photograph 75:Well 2:hydrotank chlorine injection.
67

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 122 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
� 1
I
T
1
L
WELL 7 WELL 6 M
s
l�
e
Photograph 76:Well 6 pump 6&7 control panels.
68

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 123 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
`1 00
r
T,
Photograph 77:Well 2:well head,with air relief valve,control valve,pressure gauge,and other
piping.
69

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 124 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
•
I
r
` a
AV 9�t�
K
a
v
v
Photograph 78:Well 2:piping view two.
70

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 125 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 79:Well 2:view of well head and vertical turbine pump.
71

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 126 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
rt
:r
Photograph 80:Well 2:well casing.Note the area where a well vent previously was located is
now open,creating a direct conduit for contamination.
72

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 127 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r {
r
r
i
i
. 4
Photograph 81:Well 2:presumably a prelube line.
73

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 128 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
h
9.
s
Photograph 82:Well 2:pump info.
74

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 129 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1F '
F
n
Photograph 83:Well 2:well tag.
75

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 130 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
`r'
NP-
_ I \
Photograph 84:Well 2:piping view 3.Note,tht— elief valve has no screen.
76

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 131 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
w
r
4
i
i
Photograph 85:Well 2:piping toward well 4.
77

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 132 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
I '
Photograph 86:Well 2:piping toward well 4 and a view of the defunct hydro tank to the left.
78

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 133 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 87:Well 2:defunct hydrotank drain with sample tap.
79

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 134 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
ar
• I
R*
r
ri,otograph 88:Well 2:control panel.
80

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 135 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
5
r
f
4
Photograph 89:Well 2:defunct hydrotank air/vac relief valve.Note the site glass indicates the
tank is completely water logged.
81

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 136 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
y
Photograph 90:Well 2:pump to waste nearest right with control valve and air relief valve.
82

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 137 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
—utograph 91:Well 2:water feed to chlorinator located on the left of distribution piping.
Includes small filter with pressure gauge.
83

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 138 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
•
i
ti
- a
�F
.1.
Photograph 92:Well 2:piping to pump to waste.
84

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 139 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
irto'�iAfd�"s'ry
son soo
..�0 Ovk5 PER 4, soo 3
300
F
i00 ® 1100
I
00 1200
H1P
Photograph 93:Well 2:flow meter.
85

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 140 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
I �
i
I
�I
1
a
L
Photograph 94:Well 2 and 4:pump to waste piping.This room contains numerous chemical and
petroleum containers,along with auto mechanic tools which indicates dual use as a garage.
86

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 141 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
• i
a
J
• r�s
r-
1
Photograph 95:Well 4:pump to waste pipi,%.
87

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 142 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
r
r
:
Photograph 96:Well 2:pump to waste control valve.
Photograph 97:well 4:well tag.
88

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 143 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i r
a,
+I
Photograph 98:Well 2&4 well house.
89

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 144 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
3,
e
Photograph 99:Well 2:chlorine tank.Same as Well 1.Swimming pool grade,not NSF.
90

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 145 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
h•Ienlm�pq�yYil id FIRST AIO
y"kft �WUYM m yx�nmirg IF IN EYES
USE
�dKNM•wO1F.htlk Oegoe9 pNdpe IFINNALEO
IF ON SIGN
Ig11Yp��N4Y YppIiOgOeEo.YNeYdJ ON CLOTHING
��tiYSO�i'ppM�PmY'I6 NCi FSWALLLTYID ..
1 eb ramieT.
SIrol xuMB(°
-=.On,~.eA """mrmneri+. 'm IpFue,
�»q'^•aromalm�roeaerlcu "m'"'�,.,..s�n.nu.m�.,.�n
in OL
111YF1I��. ��F&�460(l'R.I
i'''�`ar.•r.I�romis�.sv�nn
d�qa��' nr w.n..ow..."ti%M^^`y��M•^dM r
�`��1► 'rv�.es®m�.rdn.nvwdm��la� tA/
ni`��•�wmn moo n.ao�newnn�muatl`^'^�
Photograph 100:Well 2:chlorine data.Swimming pool grade.
91

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 146 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 101:Well 6:well tag.
Photograph 102:Well 6,4,and 2 well lot.
92

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 147 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
EVANS
G INS
Photograph 103:Well 8:view of well house.
-ter
4
Photograph 104:Well 8:well tag.
93

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 148 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
TALOG MODELM S:)gIL
LOWED
ENOBRG ENO BHG
FR S ! TYPE HI, ENCL
PH 'J MAX
, 1JI11 IN ! !rI
CLASS :J DUTY l WT BAL
HP I RPM SF H2 ,r
VOLTS Lax19 NEMANON
AMPS I;' CODE DES
SF AMPS PF GUAR TEED
ICIENC
OILCAPACM ErGML OTS. ENoeR� OTS.
out N �����yy w
IF L U.S.ELECTRICAL MOTORS
r,:i ON OF ELERSON ELECTRIC CO
/22703-M ST LOLAS.MO ■YYIIt•�
Photograph 105:Well 8:pump info.
•
e as
A - r. • ..
aA
Photograph 106:Well 8:pump info.
94

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 149 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 107:Well 8:well head with pre-lube line.
95

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 150 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 108:Well 8:vent is capped and not turned down.
96

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 151 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
I
1
r
Photograph 109:Well 8:from foreground—sample tap,flow meter,chemical injection line,air
relief valve.New chlorinator skid to the right.
97

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 152 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
400
` a
f
hip
14
1
i
Photograph 110:Well 8:view of water drawing to chlorinator with attached pressure guage,
then chemical injection,then air relief valve.Pipe splits to pump to waste line on left upstream
of in-line distribution check valve.
98

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 153 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 111:Well 8:chlorine injection.
l
Photograph 112:Well 8:air relief valve with sample tap upstream of check valve.No screen on
valve.
99

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 154 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 113:Well 8:pump to waste on top,in-line distribution below.
J
Photograph 114:Well 8:pump to waste and distribution piping.
100

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 155 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 115:Well 8:well house.
Ys� }mot a `fix -
.Q.� A
VI ,
Photograph 116:Well 8:pump to waste discharge completely submerged in canal located near N
315t E and E.Lincoln Rd.
101

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 156 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1 s -
e n-:
Photograph 117:Well 9:well house.
102

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 157 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
r
r
I
r
i
Photograph 118:Well 9:well head.Vent turned down with screen.
103

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 158 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Inverter `
`r Suitable -
VT & 4:1CT `
GTALOGs• '
- _ TYPE_ _ Eli
-
WT
HP. RPM _ -----. -
VOLTS
AMPS - -
OIL CAPACITY tio`�nc - Ol. y - OL
2 �1 INVERTER DUTY aMvs
L _ TORQUE HZ RANGE MAC(RPM V
1171 1: 1 R-FT
SF 1. INV.TYPE
-1ERSON MOTOR Low NV w rJ, 111111
•, EMER°. S•LOUIS 1.n
Photograph 119:Well 9:pump info.
104

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 159 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1i
,F
Photograph 120:Well 9:generator.
105

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 160 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 121:Well 9:well tag.
106

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 161 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
�f
Iwo
�Z-
1
r
Photograph 122:Well 9:well head with air relief valve,vent,and check valve.
107

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 162 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
ar,
Ali
i
Photograph 123:Well 9:pre-lube line.
Photograph 124:Well 9:sample tap and water line to chlorinator.
108

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 163 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 125:Well 9:chlorinator.
109

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 164 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 126:Well 9:chlorine injection.
ii
r
Photograph 127:Well 9:flow meter.
110

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 165 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 128:Well 9:pressure gauge.
Photograph 129:Well 9:sample tap and isolation valve to distribution.
111

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 166 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
w
300 400
Gr
�'60
20 80
600
10 e
90
psi
R T T 4100
E ll
Photograph 130:Well 9:pressure gauge.
c
0 ` O
Photograph 131:Well 9:VFD control panel.
112

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 167 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
�5
y.,nr. aM
1
T .
Photograph 132:Well 9:flow meter read out.
Photograph 133:Well 9:pump to waste.
113

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 168 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
G
lt_
Photograph 134:Well 9:back lot facing pump to waste.
f
TOOL
Photograph 135:Well 9:generator vent.
114

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 169 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
F—
-
I
Photograph 136:Well 9:generator fuel tank.
J UL LISTED
00 i'Rf 111:C"I'EU SF,CONDARY AM ITMAIINN LIQUIDS
LE B TAHDb'EGROI'�\D I:I"'I II:
FLAMMABLE
UI.'-055
NO.
IHI GATE:'.
MODFI.. CAMCM
THIS TANK REQLIRC"S ENIERCiENCY RFLIEF\'L.N I 1\(;NOT LESS THAN:
1 t1BICFEETPERHDUR. PRI'.1,1R1'TANKIANDNOT
LLSS TH\.N I BIC FEET PER HOUR I ti1,CONDARY/ANNUILAR SPACE)
n:\LLISTIC AND IMPACE RESISTANT
THIS TANK SHALT HE INYF.'STIGAMTO.DETERMINE ACCEPTABILITY FOR USE
WIER FIRE EICPOSURE OR .PHYSICAL DAMAGE. ISUSE
PRESSURIYE_P F;". 8SSURE TESTING ANNULAR SPACE.
THISTANKt$ 'FOR' 1'IONARY INSTALLATION ONLY
S'I FOtt.O`GV UWALLATION INSTRUCTIONS.
ISTANKLNTENDED.EQ,�t,N, P�u�INACCORDANCE WRH NFPA 30.NFPA
�T
Photograph 137:Well 9:fuel tank info.
115

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 170 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
iLs
a
Photograph 138:Well 5:pump to waste.No screen.
r
'/
Photograph 139:Well 5:pump info.
116

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 171 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Now _
s r ;
Photograph 140:Well 5:well tag.
117

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 172 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
R
1
i
Photograph 141:Well 5:well head.Note excess leaking and flooding around well head.
118

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 173 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
>C
Photograph 142:Well 5:well vent is opened up and not vented.
IF W
21 0
Ip 6U' J
0
P0'
0 _
la C
Photograph 143:Well 5:pressure gauge.
119

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 174 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
q
+7
Photograph 144:Well 5:piping with sample tap.
c.
I
I
Photograph 145:Well 5:chlorinator in foreground and sand separator in background.
120

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 175 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
9
I
Photograph 146:Well 5:sand separator with chlorinator and swimming pool chlorine buckets to
the right.
121

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 176 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
'M1
�I
I1
I
I
Vk-
Photograph 147:Well 5:sand separator with control valve on bottom.
122

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 177 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 148:Well 5:air relief valve on top of sand separator with vent hose feeding into
stand pipe.
7
i
Photograph 149:Well 5:sand separator blow off valve.
123

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 178 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
l
Photograph 150:Well 5:chlorine water feed and chemical injection lines with pressure gauge
and check valve.
s�
Photograph 151:Well 5:pressure gauge.
124

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 179 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
\I
� pncl
Photograph 152:Well 5:flow meter.
Z
s
r
Photograph 153:Well 5:distribution piping with isolation valve to the left.Unknown piping with
control valve to the left.
125

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 180 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
_1
_f
v
K
Photograph 154:Well 5:view 2 of distribution piping and unknown control valve.
126

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 181 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
t
r
_ y
Photograph 155:Well 5:decommissioned generator and fuel tank.
Li
INN
Photograph 156:Well 5:decommissioned generator and fuel tank.
127

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 182 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
1 h eyy
''4r; i.
O
- h
la ry'L
Photograph 157:Well 10:pump to waste.
128

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 183 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
j
1
I
t
4
t.
Photograph 158:Well 10:well house.
129

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 184 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 159:Well 10:well house.
N a +
Photograph 160:Well 10:generator.
130

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 185 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
4
1
Photograph 161:Well 10:view of well head and piping.
131

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 186 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
I
I
I
I
Photograph 162:Well 10:well head.
132

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 187 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
rI
i�
INW-
NP249A5564P009
NP249A5564P009
Photograph 163:Well 10:pump info.
133

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 188 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
,I
Photograph 164:Well 10:note leaking around well head.Vent cap also plugged and not routed
down.
134

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 189 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
4
d
Photograph 165:Well 10:air relief valve with not vent.Sample tap.
i
Photograph 166:Well 10:pump to waste just upstream of in-line check valve.Piping up to sand
separator.
135

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 190 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
,i
�.r
Photograph 167:Well 10:pump to waste discharge pipe.
136

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 191 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Vw
l ..
�r
Photograph 168:Well 10:check valve.
II �
1
Photograph 169:Well 10:check valve and piping to distribution.
137

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 192 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
Photograph 170:Well 10:piping.
138

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 193 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r
I
i
�I t
4.
Photograph 171:Well 10:water drawn to chlorinator.
139

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 194 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
9 i
s
✓ t
k
ff
Photograph 172:Well 10:pressure gauge and flow meter.
boom
tln
Photograph 173:Well 10:chlorinator and chlorine injection.
140

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 195 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
- m .
4
r
!r
Photograph 174:Well 10:isolation valve to distribution.
4#
a
w
Photograph 175:Well 10:chlorinator.
141

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 196 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
i
I
I
d
Photograph 176:Well 10:piping.
142

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 197 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
A MIT
m
Photograph 177:Well 10:control panel.
143

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 198 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
I
Photograph 178:Well 10:flow meter read out.
144

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 199 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
r0e00030"'l
Msd-I e.E12-p309
Serisl°;.UN2p12059
Meter M- }
pvE NEMET�e a2^A` m
e5W STETSON hllD ll�ynCGfolnclCf:
19S11 fi526e17_ j
'W SUPPLY io-240V VA
AC
2S 111 <
/ Max.PowHa 44J66
HZ
T 60°C
IP 67
COUPLING
ITEM
CE
Photograph 179:Well 10:flow meter read out.
145

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 200 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Falls Water Company Inc.
Tuesday, September 22, 2020
Photograph 180:Well 10:well tag.
011
r —
1
Photograph 181:Well 10:generator.
146

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 201 of 243
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
900 N.Skyline Dr.,Suitc I; farad Littic,Governor
Idaho Falls.ID.83402 Jess Byrne.Director
November 24, 2021
Scott Bruce
Falls Water Company Inc.
2180 Deborah Dr.
Idaho Falls, ID 83401
[e-mail]
Subject: Morning View Water Company Sanitary Survey conducted on November 8, 2021
PWS #ID7260063
Dear Scott Bruce,
A sanitary survey was recently conducted for Morning View Water Company. We appreciate
you and Tony's help and cooperation in scheduling and performing this survey. Sanitary surveys
are safety and security measures typically performed every S years. Their purpose is to identify
areas where the systern does not meet the requirements of the State of Idaho Drinking Water
rules and Regulations and identify potential sources of contamination. Enclosed with this letter
is a copy of the sanitary survey report and photos for your records.
There were no significant deficiencies identified during the inspection, therefore there is no
need for the water system respond to this report in writing.
There were several Deficiencies and Recommendations noted during the inspection.
Deficiencies are items that do not meet current state requirements. Currently, you are not
required to address all these iterns, but in the event that material modifications are made to
your system, you will be required to meet current standards. In the report, deficiencies are
highlighted in orange. Recommendations (highlighted in yellow) are not deemed as an eminent
health threat, but are helpful suggestions to consider for enhancing overall operation of the
system.
At the time of inspection, the pump for Well 42 was removed. The operator indicated Well 42
had been experiencing electrical problems and that a new pump and wiring would be installed
in the next couple based on arrival of parts. Be advised that modifications to your public water
system may require the assistance of an Idaho licensed professional engineer and require DEQ
review and approval prior to making water system modifications or installing or removing
components.

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 202 of 243
DEQ appreciates your commitment to providing a safe and reliable supply of drinking water to
your users. Thank you for your help in completing the sanitary survey. Contact me at the Idaho
Falls Regional Office at (208)-528-2650 if you have any questions.
Sincerely,
9 y' -
Nick Nielsen
Drinking Water Analyst
Enclosures (3):Sanitary survey report, Well logs, Photos
c: Greg Eager, Regional Engineering Manager, DEQ-IF
Carlin Feisthamel, Senior Water Quality Engineer, DEQ-IF
Tony Wise, Operator, Falls Water, [e-mail]
I

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 203 of 243
Sanitary Survey Report
November 24, 2021
ID7260063
Morning View Water Company
RE: Sanitary survey conducted on November 8, 2021
System Overview:
The Morning View Water Company public water system is classified as a very small community
water system that serves more than twenty-five (25) year-round residents (see classification
worksheet and update as necessary from the Switchboard). This water system consists of three
groundwater sources served by variable frequency drive pumps that provide water to the
distribution system. The distribution system consists of 128 metered connections. The system is
owned by Northwest Natural Water LLC and operated by a local subsidiary: Falls Water
Company.
The Morning View water system serves roughly 440 people. There have no been no water
pressure issues reported since the recent acquisition of the system by Falls Water. Additionally,
there have been no water quality issues to speak of. Well #1 and Well #2 are together
designated as a wellfield and are associated with a common wellhouse on 200 N south of Rigby.
In 2014, Well 43 and its associate house and appurtenances were brought online. This well is
located on 178 N. Well 43 currently operates as the system's primary well and is also served by
an 80kW auxiliary power generator in the event of power outages.
Each of the 3 wells are served by variable frequency drive pumps. DEQ has well logs on file for
all 3 wells. The system is served by .3 pressure tanks: 2 at the wellfield location, and 1 at the
Well #3 location. They appear to be in good condition and properly maintained, There is no
water storage and no treatment associated with this systern.
Plan of Action
A list of findings for your systern has been summarized below. In order to address all significant
deficiencies,follow steps 1, 2, 3, and 4.
Step 1: Within 30 days of receiving this notification,submit to me in writing a corrective action plan
including planned completion dates for each identified significant deficiency.
Step 2: Complete the planned action(s) by the "Planned Completion Date(s)".

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 204 of 243
Step 3: After completing each planned action,enter an "Actual Completion Date", your initials, and
write the"Corrective action taken".
Step 4: Sign your name at the bottom certifying that each corrective action has been corrected by
the planned completion date and that your public water system has completed the sanitary
survey response requirements pursuant to IDAPA 58.01.08.Send me a copy of the signed
paperwork.
Significant Deficiencies
A significant deficiency as identified during a sanitary survey, is any defect in a system's design,
operation, maintenance,or administration, as well as any failure or malfunction of any system
component,that the Department or its agent determines to cause,or have the potential to cause, risk
to health or safety,or that could affect the reliable delivery of safe drinking water(IDAPA
58.01.08.003.131). Failure to address significant deficiencies constitutes a violation of IDAPA
58.01.08.302 or 58.01.08.303.
Significant deficiencies may reference IDAPA design standard requirements. IDAPA rule citations for
sections 500-549 are primarily requirements during the design or modification stage of a new system or
component, and may not be enforceable as part of a sanitary survey.These have been listed to provide
reference of what current standards would apply if that particular component were designed, modified,
or constructed today. Corrective actions that include material modifications must be approved by the
Department.
No Significant Deficiencies identified. Steps 1-4 above not required.
Deficiencies
As identified during a sanitary survey, any defect in a system's design, operation, maintenance,
or administration, as well as any failure or malfunction of any system component, that the
Department or its agent determines are not in compliance with the drinking water rules and are
not expected to cause a direct risk to health or safety, or are not expected to directly affect the
reliable delivery of safe drinking water.
Well Source
412. The pump to waste discharge line for Well ##1 & 2 (wellfield) does not provide the
necessary approved non-corrodible screen. (IDAPA 58.01.08.511.02).
During the inspection, the operator indicated past issues with screens blowing off under
pressure when pumping to waste. DEQ would allow alternative measures in this case that would
accomplish the some tasks such as a flapper-valve or similar.
3

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 205 of 243
Distribution:
#18. The PWS owner/operator has not implemented a cross connection control program that
includes the minimum requirements (IDAPA 58.01.08.552.06). A cross connection control
program needs to be developed and/or implemented.
Cross connections are significant sanitary risks that threaten drinking water quality and public
health. Successful control of cross connection hazards depends not only on inspecting for cross
connections, but also on an enforceable and implemented cross connection control program.
Pumping:
#2. Pump #2 is not in good repair: currently out of service. New pump and wiring is expected to
be installed in the next few weeks.
Excessive noise, vibration, heat, smell, oil leaks, and excessive leaking of water from the pump
are indicators that immediate maintenance is required to prevent pump failure, which could
lead to system depressurization, and lack of water supply. Leaking water can produce moisture
around the motor, unsafe conditions in the pump house.
Recommendations
Hydropneumatic Tanks:
41. A VFD pump produces steady pressure and can cause stagnation in a hydropneumatic tank.
Stagnant water (aged water) is a major factor in water quality deterioration within a
distribution system. The Department recommends all hydropneumatic tanks associated with a
VFD be isolated and drained twice a year to remove stagnant water.
Distribution:
48. A water loss control program should be put in place and utilized. More than 15%water loss
is an indication of either inaccurate meters or excessive leakage. Inaccurate meters result in lost
revenue and leaks are potential points for entry of contaminated groundwater. The following is
a link to an EPA resource for developing a water loss control program:
https://www.ePa.gov/sites/production/files/2015-04/documents/epa816f13002.pdf.
#10. A water efficiency program should be implemented. Improvements in water efficiency in
the distribution system begin with metering, water audits, and water loss control programs.
The following is a link to an EPA resource for developing a water efficiency program:
https://nepis.epa.gov/Exe/ZVPDF.cgi/P100MEV6.PDF?Dockey=P100MEV6.PDF.
a

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 206 of 243
State of Idaho Public Water System Sanitary Survey
Survey Date PWS#
WATER SYSTEM INVENTORY INFORMATION 1 v8/2021 (rnrn7dd/yyyy) F ID7260063
Name of Public Water System-_ #Groundwater Sources 3 #Storage Facilities 0
Morning View Water Company-Falls Water #Surface Water Sources 0 Total Storage(gal): na
Date of Last Survey: Health District/DEQ Region: Physical Location(Township, Range, Section)_ County
8/21/2015 IFRO T 4N, R 39E,S 30 Jefferson
#_Service Connections: Population: Owner Type, Legal Entity: Status IJ Approved
128 440 Private ]Company ❑ Disapproved
Water System Type_ System Classification. ❑ N/A Seasonal Systems: 0 N/A Water Purchased From: L N/A
❑Community Distribution VSWS (Scheduled operating dates) PWS#
❑ Nontransient Noncommunity Treatment NA Date Open Name
❑Transient Noncommunity-NC Date Closed Water Sold To: N/A
Responsible Charge Operator(DO): ❑ No DO Properly Licensed? U N/A PWS#
(Identify operator for GW-NC) Yes ❑No Name
❑ Mr. ❑ Ms. Tony Wise License Type/Number DWD3-21515
Mailing Address 2180 Deborah Dr License Type/Number 7/22/2022 Others Present During Inspection
City, State,Zip: Ammon, ID,83401 Expiration Date Name, Tony Wise
Phone Number 208-521-9240 Emergency Phone Title. Operator
E-mail mrwater(cNallswater.com Name.
Substitute Responsible Charge Operator(OP): Properly Licensed? N/A Title
❑No OP ❑ N/A-DO available 24/7 ❑N/A-GW/NC E Yes ❑No Name.
i
❑✓ Mr. ❑ Ms. Matt Wise License Type/Number DWDl-21837 Title
Mailing Address: 2180 Deborah Dr License Type/Number Name
City, State,Zip: Ammon, ID,83401 Expiration Date: 6/10/2022 Title
Phone Number 208.522-1300 Emergency Phone Name
E-mail Title.
Legal Owner: Surrey conducted by:
❑ Mr. ❑ Ms. Falls Water Company 2 IDEQ ❑ Health Dept.
Mailing Address: 2180 Deborah Dr Name: Nick Nielsen
City, State,Zip Ammon, ID,83401 Title. Drinking Water Compliance Officer
Phone Number: 208-522-1300 Emergency Phone: Phone [phone]
E-mail Email nick.nielsen(EDdeg.idaho.gov
yes no n/a unk note General Information Sanitary Survey Index
❑ 0 ❑ ❑ ❑ 1 Have material modifications been made to the PWS since the last survey? Modules used. #
❑ ❑ a ❑ ❑ 2 If yes,were plans and specs submitted to and approved by DEQ? = General Information 1
❑ El ❑ 3 Were samples taken during the survey by the inspector? E]Well Source 3
(If yes, indicate what samples were collected rr1 comments below) ❑Spring Source
❑Storage
Notes: Hydropneumatic Tanks 1
❑� Distribution 1
Pumping 1
Q Financial -Managerial 1
❑Treatment Application
❑ Disinfection
❑Gas C12
❑Notes
Color Key Significant Deficiency ❑� Photo Log 1
Deficiency Total Modules 9
77
Recommendations/Info Gathering/Notification
Page 1 of 9
IDEO-Sanitary Survey- 1/1120 General Information

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 207 of 243
WELL SOURCE Survey Date PWS#
A separate form must be completed for each well associated to the PWS 11/8/2021 (rnm/dd/yyyy) ID7260063
Tag# S
ou
#1 rce Name: Associated with: )N/A Is this Well Source Treated?
E0006771
wellfielci w/source Well#2 ElYes L�] No
❑ Manifold wlsource Treatment Processes: ❑N/A
Physical Location: (Explain(he Treatment Train in Notes)
South side of road on 200 N. Located inside the fenced well lot at the well house.
Source Activity Status. (choice One) Source Availability: (choice One)
Active ❑ Inactive ❑ Proposed ❑ Permanent ❑Seasonal ❑Interim ❑ Emergency ❑Other
Latitude(Decimal) 43.655066 Verified as accurate
Longitude(Decimal) -11 1.910979 Verified as accurate
Is there a well log for the source? ❑Yes ❑ No ❑Unk EDMS#: 2021ACA7045
P.eodingc at the time of inspection: Ic this source eeaconal? Yes -J No
Pump Capacity(GPM) No scada ❑✓ Unk Start-up(MM/DD)
Stater.Watpr nepth(FT) Nn srada ❑Unk Shut Down(MM/DD)
Yes no n/a unk rote WELL INFORMATION Notes:
1 Are surrounding land uses creating health hazards or increasing the (Please indicate question number)
❑Significant ❑Deficiency I potential for source contamination?(Setbacks not met,dumping, etc)
L lJ Ll L 2 Are toxic or hazardous chemicals stored on the well lot?
(pesticides,paint,herbicides, fertilizers,petroleum,etc.)
❑ ❑✓ ❑ ❑ 3 Are pesticides, herbicides,or fertilizers applied to the well lot without approval?
❑ ❑ ❑✓ ❑ ❑ 4. If the well is in a pit,is the pit protected from flooding and contamination?
(watertight walls and floor, floor drain,acceptable pit cover,etc.)
�] ❑ ❑ ❑ 5. Is the well(not located in a pump house) protected from unauthorized access?
(Locking cap, fenced, etc.) (Recommended)
n ❑ ❑ ❑ 6. Is the well protected from flooding?
(casing height>highest flood level, >16"outdoor, >12"indoor,etc.)
0 ❑ ❑ ❑ 7 Is the well properly vented?
(24 mesh screen,open downward>18"outdoor or>12"indoor, etc.)
P] ❑ ❑ ❑ 8 Does the well casing and cap prevent contamination and surface water entry'
❑✓ ❑ ❑ ❑ 9 Is a raw water smooth nosed sample tap provided on the discharge pipe?
(Prior to any treatment)
❑✓ ❑ ❑ ❑ to Is a working flow meter provided? 56701564 gallons
(Instant, totaling, nonvolatile memory.installed on discharge pipe, etc.)
❑✓ ❑ ❑ ❑ I I Is a working pressure gauge provided? 57 psi.
(Instant,installed on discharge pipe,etc.)
❑ Q ❑ ❑ 12 Is an adequate pump-to-waste provided?
12. Pump to waste is adequate,
(Capacity of the well,air gap,prior to the first service connection,etc.)
however the open discharge end
yes no n/a unk note PUMP HOUSE(Only pump houses that contain a Groundwater Source) is required to be screened
❑ E ❑ ❑ 13. Is the well enclosed in a pump house? (IDAPA 58.01.08.51 1,02).See
❑ ❑ ❑✓ ❑ ❑ 14, Is the pump house protected from contamination?(Clean,in good repair,etc.) photo 5.
❑ ❑ ❑ ❑ 15, Is the pump house protected from unauthorized entry?
(Locked,durable construction,etc.)
❑ ❑ ❑✓ ❑ ❑ 16. Does the pump house have adequate lighting throughout?
❑ ❑ ❑✓ ❑ ❑ IT Is adequate backflow protection provided on all threaded taps installed in the
pump house?
❑ ❑ ❑✓ ❑ ❑ 18 Are there signs of equipment damage due to excess heat,moisture,or
corrosion? (Inadequate ventilation)
❑ ❑ 0 ❑ ❑ 19 Is there a history of pump house equipment freezing? (Inadequate heating)
❑ ❑ 0 ❑ ❑ 20 is the pump house protected from flooding and surface water entry?
(Floor drain,ground surface graded to lead surface water away.etc.)
❑ ❑ ❑✓ ❑ ❑ 21 Does the configuration of the floor drain or sump cause a contamination risk?
(connected to other drainage systems, sump<30'from well,etc.)
Page 2 Of 9
IDEQ-Sanitary Survey-111120 Well Source

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 208 of 243
WELL SOURCE Survey Date PWS#
A separate form must be completed for each well associated to the PWS 11/8/2021 (mm/dd/yyyy) ID7260063
Tag#. Source Name: Associated with ❑ N/A Is this Well Source Treated?
E0006772 Well#2 U Wellfield w/source: Well#1 ❑Yes ❑' No
❑ Manifold w/source. Treatment Processes: ❑ N/A
Physical Location: (Explain the Treatment Train in Notes)
Near Well#1 off 200 N. Approximately 200 ft WNW of Well#1
Source Activity Status (Choice One) Source Availability: (Choice One)
❑� Active ❑ Inactive ❑ Proposed ❑� Permanent ❑Seasonal ❑ Interim ❑ Emergency ❑Other
Latitude(Decimal) 43.65518 l Verified as accurate
Longitude(Decimal) -11 1.911345 Verified as accurate
Is there a well log for the source? [] Yes ❑ No ❑ Unk EDMS#:2021ACA7046
Readings at the time of inspection: Is this source seasonal? El Yes 0, No
Pump Capacity(GPM). No scada Unk Start-up(MM/DD)
Static Water Depth(FT) No scada �_]Unk Shut Down(MM/DD)
yes no nia unk note WELL INFORMATION Notes:
1 Are surrounding land uses creating health hazards or increasing the (Please indicate question number)
❑Significant ❑Deficiency potential for source contamination?(Setbacks not met,dumping, etc)
2 Are toxic or hazardous chemicals stored on the well lot?
(pesticides,paint,herbicides,fertilizers.petroleum,etc.)
❑ Q ❑ ❑ 3. Are pesticides,herbicides,or fertilizers applied to the well lot without approval?
❑ ❑ ❑r ❑ ❑ 4 If the well is in a pit,is the pit protected from flooding and contamination?
(watertight walls and floor,floor drain,acceptable pit cover,etc-)
7 ❑ ❑ ❑ 5 Is the well(not located in a pump house) protected from unauthorized access?
(Locking cap, fenced,etc) (Recommended)
0 ❑ ❑ ❑ 6 Is the well protected from flooding?
(casing height>highest flood level, >18"outdoor, >12"indoor,etc.)
❑✓ ❑ ❑ ❑ 7 Is the well properly vented?
(24 mesh screen,open downward>18"outdoor or>12"indoor,etc.)
❑.r ❑ ❑ ❑ 8. Does the well casing and cap prevent contamination and surface water entry?
Q ❑ ❑ ❑ 9. Is a raw water smooth nosed sample tap provided on the discharge pipe?
(Prior to any treatment)
Q ❑ ❑ ❑ to- Is a working flow meter provided? 56701564 gallons
(Instant, totaling,nonvolatile memory,installed on discharge pipe. etc)
❑� ❑ ❑ ❑ 11, Is a working pressure gauge provided? 57 psi
(instant,installed on discharge pipe,etc-)
❑ Q ❑ ❑ 12 Is an adequate pump-to-waste provided?
12. Pump to waste is adequate,
(Capacity of the well,air gap,prior to the first service connection,etc.)
however the open discharge end
yes no nta unk note PUMP HOUSE(Only pump houses that contain a Groundwater Source) is required to be screened
❑ 0 ❑ ❑ 13 Is the well enclosed in a pump house?
(IDAPA 58.01.08.511.02). See
❑ ❑ ❑✓ ❑ ❑ 14 Is the pump house protected from contamination?(Clean.in good repair,etc.) photo 5.
❑ ❑ 0 ❑ ❑ 15 Is the pump house protected from unauthorized entry?
(Locked, durable construction.etc)
❑ ❑ ❑ ❑ 16 Does the pump house have adequate lighting throughout?
❑ ❑ ❑✓ ❑ ❑ 17 Is adequate backflow protection provided on all threaded taps installed in the
pump house?
❑ ❑ ❑� ❑ ❑ 18 Are there signs of equipment damage due to excess heat,moisture,or
corrosion? (Inadequate ventilation)
❑ ❑ ❑✓ ❑ ❑ 19 Is there a history of pump house equipment freezing? (Inadequate heating)
❑ ❑ 0 ❑ ❑ 20 Is the pump house protected from flooding and surface water entry?
(Floor drain,ground surface graded to lead surface water away,etc)
❑ ❑ [A ❑ ❑ 21, Does the configuration of the floor drain or sump cause a contamination risk?
(connected to other drainage systems,sump<30'from well,etc.)
Page 3 Of 9
IDEO-Sanitary Survey- 111120 Well Source

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 209 of 243
WELL SOURCE Survey Date PWS#
A separate form must be completed for each well associated to the PWS 11/8/2021 (mm/dd/yyyy) ID7260063
Tag#: Source Name: Associated with: ❑ N/A Is this Well Source Treated?
D0062972 Well#3 ❑Wellfield w/source ❑Yes M No
( ] Manifold w/source Treatment Processes: ❑ N/A
Physical Location: (Explain the Treatment Train,n Notes)
Next to the well house and inside the fence at the west end of 178 N.
Source Activity Status (Choice One) Source Availability. (Choice one)
[ [Active ❑ Inactive [-] Proposed [2) Permanent ❑seasonal ❑ Interim ❑Emergency [_[Other
Latitude(Decimal) 43.652388 ] verified as accurate
Longitude(Decimal) -111.919665 17 Verified as accurate
Is there a well log for the source? Yes ❑No ❑ Unk EDMS#:2021ACA7047
Readings at the timc of incpcction: Is this sourcc s asonal? Yes FT INo
Pump Capacity(GPM). No scada Unk Start-up(MM/DD)
Static Watpr npnth(FT) Nn gcarla I✓1 Unk I Sh.d nnwn IMnnmrn
Yes no n/a unk note WELL INFORMATION Notes:
1 Are surrounding land uses creating health hazards or increasing the (Please indicate question number)
potential for source contamination?(Setbacks not met.dumping, etc
El significant ❑Deficiency J
U I LJ LL 2 Are toxic or hazardous chemicals stored on the well lot?
(pesticides,paint,herbicides, fertilizers.petroleum, etc.)
❑ [A ❑ ❑ 3 Are pesticides,herbicides,or fertilizers applied to the well lot without approval?
❑ ❑ 0 ❑ ❑ 4 If the well is in a pit,is the pit protected from flooding and contamination?
(watertight walls and floor, floor drain. acceptable pit cover.etc.)
❑ ❑ ❑ 5 Is the well(not located in a pump house) protected from unauthorized access?
(Locking cap, fenced,etc.) (Recommended)
❑ ❑ ❑ ❑ 6. Is the well protected from flooding?
�� (casing height>highest flood level, >18"outdoor, >12"indoor,etc.)
u tt ❑ ❑ ❑ 7 Is the well properly vented?
(24 mesh screen,open downward>18"outdoor or>12"indoor, etc.)
❑' ❑ ❑ ❑ 8- Does the well casing and cap prevent contamination and surface water entry?
❑- ❑ ❑ ❑ 9 Is a raw water smooth nosed sample tap provided on the discharge pipe?
(Prior to any treatment)
❑ ❑ ❑ ❑ 10 Is a working flow meter provided? 270533285 gallons
(Instant, totaling,nonvolatile memory,installed on discharge pipe, etc.)
[] ❑ ❑ ❑ 11. Is a working pressure gauge provided? ipsi
(Instant,installed on discharge pipe,etc.)
0 ❑ ❑ ❑ 12. Is an adequate pump-to-waste provided?
(Capacity of the well,air gap,prior to the first service connection,etc.)
Yes no nla unk note PUMP HOUSE(Only pump houses that contain a Groundwater Source)
❑ ❑✓ ❑ ❑ 13 Is the well enclosed in a pump house?
❑ ❑ 1Z ❑ ❑ 14 Is the pump house protected from contamination?(Clean,in good repair, etc)
❑ ❑ ❑. ❑ ❑ 15 Is the pump house protected from unauthorized entry?
(Locked,durable construction,etc.)
❑ ❑ ❑✓ ❑ ❑ 16 Does the pump house have adequate lighting throughout?
❑ ❑ ❑� ❑ ❑ 17 Is adequate backflow protection provided on all threaded taps installed in the
pump house?
❑ ❑ ❑r ❑ ❑ 18 Are there signs of equipment damage due to excess heat,moisture,or
corrosion? (Inadequate ventilation)
❑ ❑ ❑.r ❑ ❑ 19 Is there a history of pump house equipment freezing? (Inadequate heating)
❑ ❑ Q ❑ ❑ 20 Is the pump house protected from flooding and surface water entry?
(Floor drain,ground surface graded to lead surface water away,etc.)
❑ ❑ ❑.r ❑ ❑ 21. Does the configuration of the floor drain or sump cause a contamination nsk?
(connected to other drainage systems,sump<30'from well,etc.)
Page 4 Of 9
IDEQ-Sanitary Survey-111120 Well Source

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 210 of 243
HYDROPNEUMATIC TANKS Survey Date PWS#
One form for all Hydropneumatic Tanks. 11/8/2021 (mm/dd/yyyy) ID7260063
Tank ID#: Physical Location Brand. Model: Bladder:(yes/no) Size(gal) Installation Date:
1 Wellfield house Well X Trol WX-350 yes 119 est.2014
2 Wellfield house Well X Trol WX-350 yes 119 est. 2014
3 Well#3 house Well X Trol WX-250 yes 44 est.2014
yes no n/a unk note ALL HYDROPNEUMATIC TANKS Notes:
❑✓ ❑ ❑ ❑ 1. Is the system served by variable speed pumps(VFDs)? (Recommended) (Please indicate question number)
❑✓ ❑ ❑ ❑ 2. Is the tank(s)in a structure protected from flooding and unauthorized entry? For systems served by VFD pumps,
(Locked, watertight walls and floor,floor drain, acceptable cover,etc-) DEQ recommends draining
❑ ❑ El ❑ 3 Can the hydropneumatic tank pressure tanks twice per year to
s)be isolated from the system without eliminate potential stagnant water
depressurizing the distribution system? which can promote bacteria growth
0 ❑ ❑ ❑ 4 Do the exterior surfaces appear to be in good condition?
(Coating intact, no corrosion,etc.)
El ❑ ❑ ❑ ❑ 5. Do the tank supports appear to be structurally sound and adequate?
❑✓ ❑ ❑ ❑ 6. Has the hydropneumatic tank(s)been tested for structural integrity in
the past 5 years?(Recommended)
yes no nra unk note Bladder Tanks Only
Q ❑ ❑ ❑ ❑ 7 Has the pre-charge on all bladder tanks been tested in the last year to ensure the
air pressure is 5 psi below the low operating pressure for the system?(Recommended)
yes no nra unk note Non-bladder Tanks Only
❑ ❑ El ❑ ❑ 8 Is the recharge air protected from contamination?
(free of air compressor oil,clean air filter,etc.)
❑ ❑ Q ❑ ❑ 9. Are installed appurtenances working properly and protected from contamination?
(access manhole,drain, water sight glass,means to add air,air blow-off,etc.)
Page 5 Of 9
IDEQ-Sanitary Survey-111/20 Hydropneumatic Tanks

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 211 of 243
DISTRIBUTION Survey Date PWS#
One form for all distribution systems in the PWS. 1 1/81202 1 (mm/dd/yyyy) ID7260063
Main Line Type of Materials ❑ Unk Main Line Sizes: ❑ Unk #Metered Connections
(Select all that apply)
❑Steel ❑ HDPE(black) ❑Asbestos/Cement ❑Copper 4"and 6" 128 out of 128
P] PVC ❑Ductile Iron ❑Gray Iron ❑Galvanized #Fire Hydrants: #Flushing Hydrants.
❑Other: none 6
yes no nla unk note DISTRIBUTION Notes:
❑� ❑ ❑ ❑ 1 Is a current map of the distribution system available?(Recommended) (Please indicate question number)
(Main sizes,locations of valves and hydrants,etc.)
❑� ❑ Q ❑ ❑ 2 Have public notifications, DEO notifications,and follow-up actions been followed
for any planned or unplanned depressurizations in the past year?
❑ 0 ❑ ❑ 3 Was the pressure observed at a service connection?
If yes ipsi.
Location:
yes no nra unk note Time: ❑A.M. ❑ P.M.
❑ ❑ ❑ 4. Is a minimum system pressure of 20 psi.maintained at all service connections?
(Including fire flow-Identify pressure complaints ut the notes)
El ❑ ❑ ❑ ❑ 5. Is a minimum system pressure of 40 psi maintained during maximum hourly
demand conditions?(PWSs constructed after 71111985-Excluding fire flow)
❑ FYI ❑ ❑ 6.Does pressure exceed 100 psi at any service connection? 7 DEQ recommends exercising
❑ El 7. Are valves inspected and exercised regularly?(Recommended) valves 2 times per year.
If yes, how often? Once/year
❑ 2 ❑ ❑ 8. Is there a water loss control program?(Recommended)
❑ ❑✓ ❑ ❑ 9. Is the owner/operator aware of any leaking water mains?
❑-I ❑� ❑ ❑ 10 Is there a water efficiency program?(Recommended)
u ❑ ❑ ❑ ❑ 11, Are all dead end mains equipped with a means to flush?
0 ❑ ❑ ❑ ❑ 12. Are dead end mains flushed at least semiannually?
❑ ❑✓ ❑ ❑ 13 Are there any materials used that should not be in contact with drinking water?
If yes,explain in comments section (Pipes,sealants,components.etc)
❑ ❑✓ ❑ ❑ 14 Does the system experience water main freezing?
❑ ❑✓ ❑ ❑ 15 Are there any connections that provide supplemental disinfection ono meet the
definition of a PWS but are unregulated? (Recommended)
(Hospitals, businesses,long-term care facilities,etc.)
❑ ❑ ❑ ❑ 16 Are there any unused subsurface water storage tanks that need to be
abandoned? (Recommended)
❑ [7 ❑ ❑ 17 Are there any water supply wells that are no longer being used that
need to be abandoned? (Recommended) 18 A cross control program needs to
be developed in order to inspect and
yes no nra unk note Cross Connection Control enforce upon cross connection
❑ Q ❑ ❑ ❑ 18 Is an adequate cross connection control program provided and implemented? issues
(Community PWS only)(Authority to implement,inspection program,adequate
protection, annual testing,ability to discontinue service, 10 days to repair a
failed device)
U ❑ ❑ ❑ 19, Is the operator trained in cross connection control?(Recommended)
❑ ❑ E ❑ ❑ 20 Are all backflow preventers owned by the PWS tested annually?
❑ n ❑ ❑ 21, Are there any known unprotected cross connections?
(Submerged blow-offs,direct connections to storm or sewer drains,connection
to unapproved source, uncontrolled fire hydrant use. treatment bypass with raw
water,etc.)
❑ ❑ Q ❑ ❑ 22 Are all non-potable mains,hydrants,and taps easily identified as such?
Q ❑ ❑ ❑ ❑ 23 Is the discharge piping on all air valves protected from contamination?
(Prevent surface water entry and backflow,open downward, 24 mesh screen,etc.)
❑ ❑ Q ❑ ❑ 24 Are bulk water stations provided with backflow protection measures?
Page 6 Of 9
IDEO-Sanitary Survey- 111120 Distribution

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 212 of 243
PUMPING -PG. 1 Survey Date PWS#
One form for all Pumps. 11/8/2021 (nun/dd/yyyy) ID7260063
PUMPS,PUMP HOUSES,AND CONTROLS
Low(psi) High (psi)
Pump ID# Physical Location: Type of Pump: Horsepower: set point set point Purpose:
1 Well#1 Submersible 30 50 60 Distribution
2 Well#2 Submersible 7 50 60 Distribution
3 Well#3 Submersible 30 50 60 Distribution
yes no nla unk note PUMPS Notes:
❑✓ ❑ ❑ ❑ 1 Do pumps cycle<6 times per hour?(Renommended) (Please indicate question number)
❑ Q ❑ ❑ ❑ 2 Are all pumps in good repair?(excessive noise, vibration,heal,odors,leaks, etc) Pump#2 was out of service at the time
❑✓ ❑ ❑ ❑ 3- Are spare parts readily available for critical pump components? of inspection with electrical issues. New
❑✓ ❑ ❑ ❑ 4 Is each pump equipped with an accessible check valve? pump and cables expected to be
installed within 2 weeks,
(on the discharge side before the shut-off valve)
❑� ❑ ❑ ❑ 5. Are isolation valves provided on the discharge side of the pump?
0 ❑ ❑ ❑ 6. Is a working pressure gauge installed on the discharge line?
Q ❑ ❑ ❑ 7. Is a working flow meter provided?
(Required if pump is connected directly to the distribution system)
❑ ❑ 2 ❑ ❑ 8. Is all pump lubrication oil ANSI/NSF 61 approved?
❑ ❑ ❑J ❑ ❑ 9 Is an air/vacuum relief valve provided for vertical turbine pump(s)and is it
protected from contamination?(Open downward,24 mesh screen,air gap,etc)
yes no n/a unk note PUMP HOUSE(Only pump houses that don't contain a Groundwater Source)
❑.r ❑ ❑ ❑ ❑ 10 Is the pump house protected from contamination?(Clean,good repair,etc.)
❑� ❑ ❑ ❑ ❑ 11 Is the pump house protected from unauthorized entry?
(Locked,durable construction,etc)
Q ❑ ❑ ❑ ❑ 12 Does the pump house have adequate lighting throughout?
❑� ❑ ❑ ❑ ❑ 13 Is adequate backflow protection provided on all threaded taps/hose bibs
installed in the pump house?
❑ ❑✓ ❑ ❑ ❑ 14 Are there signs of excess heat,moisture,or corrosion damage?
(Inadequate ventilation)
❑ ❑✓ ❑ ❑ ❑ 15 Are there signs or a history of pump house equipment freezing?
(Inadequate heating)
❑✓ ❑ ❑ ❑ ❑ 16, Is the pump house protected from flooding and surface water entry?
(Drained,ground surface graded to lead surface water away,etc.)
❑ ❑ ❑ ❑ 17. Does the floor drain discharge>30 feet from any well?
❑ Q ❑ ❑ ❑ 18 Does an unprotected cross connection exist due to the floor drain
connection? (Connected to sewer,storm drains,etc.)
Pay; 7 Of 0
IDEQ-Sanitary Survey-111120 Pumping

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 213 of 243
PUMPING - PG. 2 SURVEY DATE PWS#
One form for all auxiliary power units 11/8/2021 (mm/dd/yyyy) ID7260063
Auxiliary Power Units(APU)
APU ID# Physical Location. Type of APU: Brand Model: Purpose.
1 Outside Wellhouse#3 Natural Gas Kohler 80REZGD Well#3 APU
yes no n/a unk note AUXILIARY POWER UNIT(APU) COMMENTS:
❑ ❑ ❑ ❑ 19 Is the APU tested regularly?(Recommended) (Please indicate question number)
❑� ❑ ❑ ❑ ❑ 20 Is a working automatic power transfer switch provided?
yes no n/a unk note Community Systems Only
21 Can the community PWS adequately pressurize the distribution system
❑Significant ❑ Deficiency during a power outage?
22. Does the APU power all essential electrical functions in the pump house and
the pumping station(pump,controls, treatment,etc.) and pressurize the
system for a minimum of 8 hours?
yes no n/a unk note APU on a Well Lot Only
❑ ❑ 0 ❑ ❑ 21 Is the fuel tank above ground or otherwise accessible for leak inspection?
❑ ❑ 0 ❑ ❑ 24. Is secondary spill containment provided for all fuel tanks?
(110%of fuel tank volume)
❑ ❑ 0 ❑ ❑ 25 Does a certified operator observe filling of the fuel tank?
0 ❑ ❑ ❑ ❑ 26 Is the engine exhaust directly discharged to the outside atmosphere?
Page 8 Of 9
IDEO-Sanitary Survey-111/20 Pumping

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 214 of 243
FINANCIAL / MANAGERIAL Survey Date PWS#
One form for each survey. 111812021 (rnnildd/yyyy) ID7260063
yes no nia unk note FINANCIAL CAPACITY Notes:
❑ ❑ ❑ 1 Is the PWS current with the payment of drinking water fees? (Please indicate question number)
n ❑ ❑ ❑ 2 Is the user charged for drinking water? Fee $ Operator is Unaware
If no,identify why in the notes.
�] ❑ ❑ ❑ ❑ 3 Has an independent financial audit of the PWS been conducted,or has
the SMART Financial Tool been completed?(Recommended)
yes no n/a unk note MANAGERIAL CAPACITY
❑� ❑ ❑ ❑ 4 Does this PWS have a governing body or board of directors?
E ❑ ❑ ❑ ❑ 5 Does the board meet routinely? Frequency
❑ 6 Review the following where applicable
(]System Classification Worksheet(C&NTNC)
n PWS Inventory Information
Sample Schedules
Sample History(TCR and Non-TCR)-Past 5 Years
Sample Siting Plan(s)
RTCR ❑PBCU ❑ DBP ❑POU
❑Chlorine Residual History- Past 5 years ❑N/A
0 Violation History-Past 5 years
U Public Notification-ongoing/currently required
❑Compliance Schedules pending and overdue
❑Munlhly OPerdliny Reports(MORs)
❑Cross Connection Control Plan
❑Special RTCR Monitoring Evaluation(CFR 141.854(c)(2))
Current RTCR schedule. ❑ Monthly ❑Quarterly
Change frequency to: ❑Monthly ❑Quarterly ❑ No Change
yes no n/a unk note RECORDS MANAGEMENT
I] ❑ ❑ ❑ 7 Do all sample siting plan(s)meet the minimum requirements?
F11u ❑ ❑ ❑ 8 Are samples being taken in accordance with the sample siting plan(s)?
�] ❑ ❑ ❑ ❑ 9 Are records retained onsite or nearby for the minimum time required?
(TC-5yr,chetn/rad-10yr, violation corrective actions-3yr,sanitary surveys-10yr,
waiver, variance,or exemption determinations-5yr;PNs issued-3yr;
daily free chlorine residuals-1 yr)
[] ❑ ❑ ❑ ❑ 10 Is there a customer complaint system and ongoing public information program
(Recommended)
yes no nia unk note MANAGERIAL PLANS
❑ ❑ ❑ ❑ 11 Is there a recognized organizational structure and management of the PWS?
(Recommended)
❑.r ❑ ❑ ❑ 12. Is there an overall operation and maintenance manual for the PWS?
(including equipment manuals,as-builts. SOPS,manufacturers'literature,etc)
n ❑ ❑ ❑ 13 Does the PWS have an Asset Management Plan?(Recommended)
❑r ❑ ❑ ❑ ❑ 14 Does the PWS have an Emergency Response Plan?(Community PWSs>3300)
yes no nla unk note OPERATOR SAFETY
❑ ❑ ❑ ❑ 15 Are all operators trained in safety procedures and equipment?
❑ E ❑ ❑ ❑ 16 Does a safety concern exist for personnel and/or visitors?
(PPE handrails/guardrails,ladders,non-slip treads,etc.)
❑ P1 ❑ ❑ 17 Is there a potential shock hazard because the electrical wiring appears to be
inadequately protected?
❑ ❑ ❑ 18 Are protocols followed for any confined space entry?(Recommended)
Page 9 Of 9
IDEQ-Sanitary Survey-1/1/20 Financial/Managerial Capacity

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 215 of 243
For .7 �+ IDAHO DEPARTMENT OF WATE uw�9 O�f1 i'3
95 ��� Office Use Only
A l I \ WELL DRILLERSREPOR Inspected by
Iv ell Use Typewriter or Ballpoint Pew L� 6 MIS Twp Rge_—_Sec
--1/4--
_1/4_ 1/4 1/4
1. DRILLING PERMIT NO. -JX0 P14 °I,": Lat: Long:
Other IDWR No._ .r 7•� � ❑Pump ,i Hailer ❑Air J Flowing Artesian
2.OWNER' Yloldga0mm. Drnwdown PumpingLevol Time
Name O G �[ /a 4
Address "^ o n
City-
Water Temp. Bottom hole temp.
3. LOCATION OF WELL by legal description: Water duality test or comments:
Sketch map location must agree with written location. Depth first Water Fncountered .
N 12. LITHOLOGIC LOG: (Describe repairs or abandonment) water
Bore Twp._ North or South El From To Remarks:Litho)D a o9Y,Water Quelky 6 Temperature v N
w e Rge. East ik or West ❑ d O `7G
Sec. 1/4 L1lF 1/4 1/4
Gov't Lot .County
�a
Lat: ong.. , '
J Address of WAIT Site e d dA _
lG' i o.1� .Uerance m Hoed or LarMnurk) CI� -- fir---'
IF
--
Lt.._, )ilk. Sub Name_., d r 1 I► NC y F.
4. USE:
El Domestic ❑Municipal _I Monitor ❑Irrigatjo.�j
J Thermal ElInjection -1 Other M
5.TYPE OF WORK check all that apply (Replacement etc.)
4 New'Well ❑ Modify r Abandonment ❑ Other
6. DRILL METHOD
❑Air Rotary OPCable Cl Mud Rotary ❑Other
7. SEALING PROCEDURES
SEALIFILTER PACK AMOUNT METHOD
Metedal From To Sacks or _
Was drive shoe used?A Y Ll N Shoe Depth(s)
Was drive shoe seal tested? ❑Y ❑N How? VJ
8.CASING/LINER: ^
Diameter From To Gauge Malarial Casing Liner Wattled Threaded J�
❑ ❑ n ❑ � ur esourcos
❑ n ❑ ❑
Length of Headpipe Length of Tailpipe
9. PERFORATIONSISCREENS
❑ Perforations Method
O Screens Screen Type Completed Depth (Measura
Date:Started Completed
From To Slal Sire Number Olnmeter Material Casing Liner
o -I 13. DRILLER'S CERTIFIJ
❑ ATION
❑ I/We certify that all minimum w I construction standards were complied with at
f1 p the time the rig was removed.
Firm Name 4/✓ Firm No. 10
10. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
-3�fL below ground Artesian pressure _Ib. Firm Official Date
Depth flow encountered ft. Describe access port or and
control devices: __ Supervisor or OperatorQ'1i! Date
(Sign once it Firrn ofhdal&Operator)
FORWARD WHITE COPY TO WAT"LR RESOURCES

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 216 of 243
roan 239-7 4 V -e STATE OF IDAHO USE TYPEWRITER OR
y'B= DEPARTMENT OF WATER RESOURCES BALLPOINT PEN
WELL DRILLER'S REPORT
state law requires that this report be filed with the Director,Department of Water Resources
within 30 days after the completion or abandonment of the well. -
1. WELL OWNER LarLdca LG-nd J­-)avt Lepm&H_i. 7. WATER LEVEL
Nan+ep � � r Static water level fast below land surface.
,�/ Flowing? ❑Yes R!o G.P.M.flow
Address [[�7/__ //,,�jy __ �� Artesian elosed•in pressure ps.l.
Controlled by: 0 Valve ❑Cap U Plug
Owner's Permit No. Temperature ____OF. Quality
pCSCliad erindi0/+or flmpe/ale/e rOpIS Oa/O W
2.NATURE OF WORK S. WELL TEST DATA
JISI'lllew well ❑Deepened 0 Replacement ❑ Pump U Bailer U Air ❑Other
0 Abandoned(describe abandonment procedures such as
materials,plug depths,etc in lithologie log) Oisehsrgo G.P.M. Pumping Level I Hourr Pumped
3.PROPOSED USE
pt vomestic U Irrigation ❑Test ❑Municipal g. LITHOLOGIC LOG gr73(�
❑Industrial 0 Stock ❑Wade Disposal or Injection Bore Da th Writer
0 Other _ _- (specify type) Dlam.From--Ta­1 Material Yes No
4.METHOD DRILLED
41Hotary ❑Air CI Hydraulic ❑ Reverse rotary
❑ Cdble ❑ Dug Ll Other
5. WELL CONSTRUCTION
Cdsing schedule: 0 Concrete ❑Other
Thickneu Diameter From To -
L.b'� inches _� Inches + I feet Ai-1 feet
inches inches feet feet
inches inches feet feat —
_. inches inches feet _feet -Was casing drive shoe used? R-Tes ❑No -
Was a packer or seal used? Cj Yes &-No
Perforated? ❑ Yes Ta-Mo
How perforated? ❑Factory Cl Knife 0 Torch
Size of perforation Inches by__inches
Number From To
perforations feet feet - --
perforations __ feet feet
_ perforations `feet feet
Well screen installed? 0 Yes 25mo
Manufacturer's name - -
Type _ _ Model No.
Diameter Slot size__Set from feet to feet
Diameter_Slot size Set from feet to feet j
Gravel piked? ❑Yes_� 0 Size of gravel _
Placed from feat to feet
Surface�al depth L e Material used In seal: 0 Cement grout —
® Bantonite ❑Puddling clay 0 -- Paff�"T@1'-AByoafCB
Sealing procedure used: O Slurry pit ❑ Temp.surface casing fstrtCt•OfffCB—
IWOverbore to seal depth -
Method of joining casing: ❑Threaded Welded U Solvent
Weld
❑Cemented between strata
Describe access port_ _ 10.
Work started _ finished �ir
6.LOCATION OF WELL 11. DRILLERS CERTIFICATION U"
Sketch map location must agree with written location, I/We certify that all minim m well construction standards were
N complied wl at the"me
th rig was removed,
Subdivision Name It
'- '-�-- Firm Noma 4irm No._/Q__
r
r
W E T Address Date_ 2�
Lot No. Block No. IlIIttt�''� t
p by(Firm Officlal)
County S if aaYM��'''���YA�"' and
��q� -Q�� (Operator) _ !r
-/ A Ali,% Sec.�-J _,T._ ,R.��/•
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 217 of 243
We It h31
�/ Fonn 2:S&/
6107'L) IDAHO DEPARTMENT OF WATER RESOURCES
0
WELL DRILLER'S REPORT
1 WELLiTAG NO.D C()(O Z"� Z 12.STATIC WATER LEVEL and WELL TESTS:
r
ruding Permit No _ _ _- Depth first water encountered(it) -'--U_ _, Static water level(it)LG
Watel right orayeclwn well 0 Water lamp(°F) Bottom hole temp,('F)
2.OWNER: ` \ / Describe access port
Non r ,',y`1�.r1_�_ 1 1�Jr�yi �o n �1rr r� r�I Well lost: Teat method: r
Address (t) I�(x Z?Sic orav+aoivn lreell surge ar teal auraion Pump Ba.a Ar fi�nrnq
rely d(epm mnaue maven
Cny 1r�r�t�ct1\�. State Zip ® ❑
J.WELLLOCATION: ❑ ❑ ❑ ❑
Twp North 91 or South❑ Rge 31 East or West❑ Water quality lestor comments:
1 1 13.LITHOLOGIC LOG and/ot repairs or abandonment:
Sec ) 1141Po1l4 Bore Wain
1� from To Remarks,Ialieloay or doaenpllon et repairs er -A
Ola, IRI (at samdem ent•walp lamp. Y N
Gov't Lol County `e �FU Lc• in
(oaq andorammmmulesl r w
Long I I G ° Ci.19�t ( aq and beumelmnulea) ')'1 ri C ,e i.a e
Address of Well Silo 39 ct C' C `-? 7
City LI
Let .. , •Blk._ Sub Nam mivvs•�c.._) �- J �1 --- - - -- --
a.USE:
❑Domestic %I Municipal ❑Morulor ❑irrigation ❑Thermal Cl inleclmn
❑Other
S.TYPE OF WORK:
1I New well ❑Replacement well ❑Modify existing well —- ------ - -
❑Abandonment ❑Other
B.DRILL METHOD. `
Wo Rotary ❑Mud P.olary, ❑Cab:e ❑Other.. _ ——
7.SEALING PROCEDURES:
Soiatmalim y,Fomjoll TotalO•oe�rYta�ea Ora Placement malho rocadure _
8.GASINGILINER:
e�onrmgr Fcm lire To pq :tN de:a lie al [asap 0— Threaued Wede°
f '+2r y,i ❑ ❑ Q
1 IT
❑ ❑ ❑ ❑ �-�--�
Was drive shoe used?VJY ❑N Shoe Depths) pit " e -
g,PERFORATION SCREENS _ _ OUT Is- --'
Perforations ❑Y [IN Method n
Manufactured screen) ❑N Type - L'
Melllod of inNallation
From ul r malarial —vp-e B—cef u
neeveaToInl sasea awme. Com eled0eplh�easurable__ 4!51C ICr0-' Oale Started --�hz hL(_I t
_1. L
__Dale
_ 14.DRILLER'S CERTIFICATION:
IIWe certify that ail minimum well construction standards were complied with at
Length of Headpipe r 1 Length of Tegpipe — the time the rig was removed
Packer jaY ❑N Type TrlpL.L< Company Name -+ I'n Co No r1
r
10.FILTER PACK: 'Principal Driller f%^r#L Dale
rarer Manual F-0) Total arrlaldY Jibs or ll'I Pleulmlm melkod-
I 'Driller Dale
'Opera(or ll Dale
- -- - j
11.FLOWING ARTESIAN: Operator I_ - - _ Data_T
Floating Artesian')❑Y ❑N Artesian Pressure(PSIG) •Signature of Principal Driller and rig operator are required
Oeauibe control device
I

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 218 of 243
Photographic Documentation
Name of Facility: Morning View
Inspector(s): N. Nielsen
Inspection Date: Monday, November 8, 2021
Purpose of Inspection: Enhanced Sanitary Survey
Table of Photographs:
Photograph1 :Well#1.............................................................................................3
Photograph 2 :Well#1 Tag......................................................................................3
Photograph 3 :Well#1 wirh Wellhouse in the background....................................4
Photograph 4 :Wellhouse associated with Wellfield (Well#1 and Well#2)...........4
Photograph 5 :Pump to waste discharge. Note missing 24-mesh screen...............5
i Photograph 6 :Discharge for sand separator..........................................................5
Photograph 7 :Well#2 with Wellhouse in the background....................................6
Photograph 8 :Line in from Well#1 with check valve and isolation valve..............6
Photograph 9 :Another view of Well#1 check valve and isolation valve...............7
Photograph 10:Discharge line as it routes through the sand separator................7
Photograph 11 :Sand separator and presure gauges..............................................8
Photograph 12 :Pump to waste line going through exterior wall...........................8
Photograph 13 :Line in from Well#2 with check valve and isolation valve............9
Photograph 14 :Overview of discharge configuration.Well#1 (left), Well#2
(bottom center).......................................................................................................9
Photograph 15 :Pressure tank configuration and smooth nosed sample tap. .....10
Photograph 16 :Discharge to distribution.............................................................10
Photograph 17 :Flow meter and pressure tanks...................................................11
Photograph 18 :2 Well X Trol WX- 350s...............................................................11
Photograph 19 :Tank isolation valves,tank drain with appropriate AVB,and
pressureswitch. ....................................................................................................12
Photograph 20:Tank 1 spec tag............................................................................12
Photograph 21 :Tank 2 spec tag............................................................................13
Photograph 22 :Octave flow meter close up.........................................................13
Photograph 23 :Electrical controls for Well#1 and Well#2.................................14

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 219 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
Photograph 24 :Well#1 VFD controler reading....................................................14
Photograph 25 :Well#3 well lot and house..........................................................15
Photograph 26 :Well#3 and "new"well house.....................................................15
Photograph 27 :Well#3.........................................................................................16
Photograph 28 :Screened pressure relief discharge and screened vent. .............16
Photograph 29 :Frost free hydrant........................................................................17
Photograph 30 :Natural Gas APU associated with Well#3...................................17
Photograph 31 :APU spec tag-Kohler 80REZGD...................................................18
Photograph 32 :Well#3 discharge line into wellhouse with check valve and
isolationvalve........................................................................................................18
Photograph 33 :Pressure switch and pressure gauge...........................................19
Photograph 34 :Flow meter. .................................................................................19
Photograph 35 :Octave flow meter close up.........................................................20
Photograph 36 :Air relief valve with downturned and screened discharee. ........20
Photograph 37 :Air relief specs-Val Matic 201C.2...............................................21
Photograph 38 :Pressure reilief saftey valve Merrill PRVHDNL200....................21
Photograph 39 :Pressure relief valve and discharge through the exterior wall. ..22
Photograph 40:Smooth nosed sample tap and a threaded tap with appropriate
AVB........................................................................................................................22
Photograph 41 :Pressure tank and isolation vavle................................................23
Photograph 42 :Pressure tank specs.Well X Trol WX-250....................................23
Photograph 43 :VFD controler.. .............................................................................24
Photograph 44 :Electrical controls and panels......................................................24
Photograph 45 :Fan and heater for Wellhouse#3................................................25
2

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 220 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
r
q._
3: t
Photograph 1:Well#1
r
al
t
1
r
Photograph 2:Well#1 Tag
3

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 221 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
god
Photograph 3:Well#1 wirh Wellhouse in the background
rG
Photograph 4:Wellhouse associated with Wellfield(Well#1 and Well#2)
4

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 222 of 243
I
Idaho Department of Environmental quality
Photographic Documentation for Morning View
Monday, November 8,2021
i
Photograph 5:Pump to waste discharge.Note missing 24-mesh screen
1
I
i
Photograph 6:Discharge for sand separator
5

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 223 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
Photograph 7:Well#2 with Wellhouse in the background.
• � W
LW
Z w.
Photograph 8:Line in from Well#1 with check valve and isolation valve.
6

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 224 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
> �.
Photograph 9:Another view of Well#1 check valve and isolation valve.
r
i
9. ,
Photograph 10:Dischorge line as it routes through the sand separator.
7

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 225 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
I J r
•
t
Photograph 11:Sand separator and presure gauges.
n�
J` 7
�l
1
Photograph 12:Pump to waste line going through exterior wall.
8

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 226 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
Yam`
J
Photograph 13:Line in from Well lt2 with check valve and isolation valve.
c
Photograph 14:Overview of discharge configuration.Well#1(left), Well#2(bottom center)
9

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 227 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
r� 'I11;111 ttllll I1f1fIR11f"nf -- '—
71
i.
i
•c
Photograph 15:Pressure tank configuration and smooth nosed sample tap.
F..
I�
11
p
y
Photograph 16:Discharge to distribution.
10

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 228 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
WAI-
v � r
n
Photograph 17:Flow meter and pressure tanks.
r _ .
i
Photograph 18:2 Well X Trol WX-350s
11

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 229 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
-<:,
M►n►►►�►►►►F11►1 _
Wm�
Photograph 19:Tank isolation valves,tank drain with appropriate AVB,and pressure switch.
f
.. r ......�-.w. '8'6'dsl
Photograph 20:Tank 1 spec tag
12

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 230 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
7��",°••''' .OIIIPI094f(I(J71511.U.Y,
A WARNIN04
•li..IlMInnM•..nr....
l:.•....buwr pnnp M ��•�q
. wu..mmn,...,nn5..anIMg1.10 71:1
5.30214-6949y Jr
.•v rnlni IrM.y,lw4uvl r.Rpnly,i f'�A
o.n'.�il l.vry.nafun..q,�..ewl n0'C IIIO'I7 ••
. ...., ,1 WX-3stY W5050
'�. •.�n..�wn.mmanmeaaral.,rww��lu
ib'=10:?G14
' ', ' nkNn.nln llv.l.nn of lTrvrl
::' •wmrn,o..n Mllwrw ro IN a■wrr. 150 Psi 125 PSI
A CAUTIQA
:_°.Urt' 15d P91'^..'an.w..���a"m.rnwn...�� 0 3 5-3 0214-4060
/`.AMTROL
J
Photograph 21:Tank 2 spec tag.
.IY '
' 1
1
-� -rf _-°
t I.Ui IU
octave q7,P,
1� 1,AMYAWN0 115p%- ;
,�- ;0"fh..1:.n 1600 GPM •,.,i•,.,.. ..
rvWA�ER
sell AAMF ER 9
r '
Photograph 22:Octave flow meter close up.
13

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 231 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
r.
_ r>
I —
=AW/A
. IIIIIIIIIIII�"
I `
Photograph 23:Electrical controls for Well#1 and Well#2
r
< '
STOP SIAHI
� 11
b
Photograph 24:Well#1 VFD controller reading.
14

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 232 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
Photograph 25:Well#3 well lot and house.
CFI
Photograph 26:Well#3 and"new"well house.
15

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 233 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
�.t ♦�.e�Yf'`..'1�.•, _ 4 i � t�±� its
.i
NOW �,.
r
Photograph 27:Well#3
Photograph 28:Screened pressure relief discharge and screened vent.
16

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 234 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
.d
a�•:1
.N
Photograph 29:Frost free hydrant.
fir lv; sl. . JF_� !� t,'•V! hl I
Photograph 30:Natural Gas APU associated with Well N3.
17

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 235 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
source
KON E!R.
PoVve i @ ]I
__Vstems
o t Model —enHFzao-
or L— GMO1112-OA1
or F 3OM32OJw4
RMber F 80REZGD '� UnbdM
ImpPo/p
ANoeY Amp. In N4FOO-1 and9W
j'nIMO PL.w� W,. t00 Use WOO
DO 1W AR it"IuY RPM= r� eA WhenMOR
Whom"
t ftr ow"
securreCPW
u end pr.u-"
OtLM �
Photograph 31:APU spec tag-Kohler 80REZGD
s
T::NM4O y'.
I
Photograph 32:Well#3 discharge line into wellhouse with check valve and isolation valve.
18

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 236 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
i
V
I `
Photograph 33:Pressure switch and pressure gauge.
t
- I
Photograph 34:Flow meter.
19

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 237 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
WbN; 0.1 OutP_uaw
lxl iB iol
= 3 II F }�E
bs` a �I�Ina
cttaly
iho S(�II IIU 1 I — Bn—Wma+/c.l.
r AM^ '5070M 11 017o1a NI.
IW
i 11 4 501101 1i '�IIi1 G`
Photograph 35:Octave flow meter close up.
t
l
0
Photograph 36:Air relief valve with downturned and screened discharge.
20

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 238 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
Photograph 37:Air relief specs-Val Matic 201C.2
t
1
Photograph 38:Pressure relief safety valve-Merrill PRVHDNL200
21

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 239 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
i
Photograph 39:Pressure relief valve and discharge through the exterior wall.
i
'1
O ..
1
Photograph 40:Smooth nosed sample tap and a threaded tap with appropriate AVB.
22

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 240 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
h "
i
Y
Photograph 41:Pressure tank and isolation valve,
comP1eseed gas n.o.s.
OOTSP.Y1692 k�
Ortiled ills lank.turn oil ttowor 10 the W,nP IEau
��tapZgRD.(]slam Fe tu,o to lolto'N ale insU�tit�ons�n,ll ono>^Nri9
m{>'ri9 system. yonous a Iatal Injury,iea•e�nq or Itoodmg and/a 030-23314-66702
ON n ll+e tank end Itu 1 —�
p..rvo-�.PO�ury u�us�nA
ya/Gera the Pump and tank
W In the menuatbelween t tom immure can oxcoad en'c(t4o`Fl WX_250 WX250
W.W�.,.pip not operate m a sethn9 hem93'C the blon
.r sel a Man W.,k,ny TemPo tIvo I d to this Product. 1.2014
e r anon 0'C wo,kl^9 P,ess110 � tanks.this lenk can over limo fArtnde.weaxen.and Og-2
l ea Oaf pp.U.most",,Sunzed
vNe4tE7 adjustment at the tlmo of dlo mdinl
>ee e.eae► a a p "'a m a a�uctn il�*man"Y 150 P51 125 PSG
.Q ant 0�17+0 b may and as described ;:nao to the aroa adl ent to the app1i0Mo —�
,�aeeeri tlw eteskmB or flood-9c-Id"e"
.;b irwa p,e product �
to,o.er eaor►dtno atmctue. Ma cpraded.Cana p30-23314-667
11 the tank aPP�to lM mellua trol.con.
e.aes�pwn�nMY e,podenv daata9e. at www.ww. M1001 "-
e�P111111WOL(ymra Cope'ol the prod uel 150 PSI AMTROL.
Test Pressure: /�� emuvw •moxeaausa
Photograph 42:Pressure tank specs. Well X Trol WX-250
23

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 241 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8,2021
1 '
I AS$
I
I
I�
I
Photograph 43:VFD controller.
t
a .
i•
r
r Id
dll Upl
IIIIII
Photograph 44:Electrical controls and panels.
24

FLS-W-24-02 IPUC DR 22 Attachment 1
Page 242 of 243
Idaho Department of Environmental Quality
Photographic Documentation for Morning View
Monday, November 8, 2021
r7
i
- 4
Photograph 45:Fan and heater for Wellhouse#3
25

--- 1000 ft - N
t t ,` - •� �Candi Idaho
_ z
mldaho Tans octavo ■ ,? - - __-_ .�
s-s. - - S � •� f�.
"t-M. h eantai P ee - _20 N -
,, MorngyVi ��I #2- �_ orning VieWel # ?
tai tc e 1, E _ ' i _
c +
� _ o
� . T - � ;�-. ._ - ._ ' - •4� � , 4.� tom. � t - . y
-
® aye Storage- Rigli}�X,ellov✓stone
o i View Well•#3 .,
irransport
o:r ! ` �E
Engine 8 h1anufact ring