H2. Resolution 5969, Water-Wastewater Impact Fee Report and Fee Adoption201 1st Avenue E
PO BOX 1997 Kalispell, MT 59903 Public Works Department Phone (406)758-7720
Fax (406)758-7831 www.kalispell.com
MEMORANDUM
To: Doug Russell, City Manager
From: Susie Turner, Public Works Director
Subject: Resolution 5969- Resolution to Adopt the Final 2019 Water and Wastewater
Impact Fee Report and Adjust Water and Wastewater Impact Fees
Meeting Date: May 4, 2020
A Resolution to adopt the Final 2019 Water and Wastewater Impact Fee Report and amend the water and
wastewater impact fees has been placed on the Council Agenda for the May 4, 2020 regular meeting.
The City of Kalispell currently imposes water and wastewater impact fees on improvements to properties
that increase the demand on the City’s water and wastewater utility facilities. The present fees are based on the adopted 2013 Water and 2014 Wastewater Impact Fee Reports. In 2019 the water and wastewater impact fees calculations were updated and are presented in the October 2019 Water and Wastewater
Impact Fee Report. This matter came before the City Council over four work sessions following a recommendation by the Kalispell Impact Fee Committee to approve, as findings of fact, the HDR Engineering Water and Wastewater Impact Fee Report.
The October 2019 Water and Wastewater Impact Fee Report includes the calculations, methods, assumptions, and the calculated cost-based fees. The City can adopt water and wastewater impact fees which are no greater than the net allowable water and wastewater impact fees set forth in the final report.
The proposed water and wastewater impact fees presented in the Resolution and shown in Exhibit A are 50 % of the present fees, include a 3% annual interest and inflation factor, and are below the net allowable fee amounts calculated in the final report.
Alternative considerations for imposing water and wastewater impact fees which would not require additional public advertisements are provided in Exhibit B and C. Exhibit B provides the water and
wastewater impact fees at present fee values. Exhibit C provides the water impact fees at present value and the wastewater impact fees at values equivalent to the calculation method for removing the fully depreciated sewer infrastructure as a component of the calculation.
ACTION REQUESTED: A motion to approve Resolution 5969, a resolution to adopt the October 2019 Water and Wastewater Impact Fee Report as findings of fact and impose impact fees as provided in the
resolution.
ALTERNATIVES: Council can elect to amend or reject the resolution.
ATTACHMENTS: Exhibit A Exhibit B Exhibit C Resolution No. 5969 with Exhibit A October 2019 Water and Wastewater Impact Fee Report
Page 2 of 4
201 1st Avenue E
PO BOX 1997 Kalispell, MT 59903 Public Works Department
Phone (406)758-7720
Fax (406)758-7831 www.kalispell.com
Exhibit A
Exhibit A provides water and wastewater impact fees at 50 % of the present fees and include a 3% annual interest and inflation factor.
Table 1: Proposed Water Impact Fees
Proposed
Meter Ratio FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Residential 1.00 $1,900 $1,957 $2,016 $2,076 $2,138
All Meter Size 3/4" 1.00 $1,900 $1,957 $2,016 $2,076 $2,138
1" 1.67 3,173 3,268 3,366 3,467 3,571
1 1/2" 3.33 6,327 6,517 6,712 6,914 7,121
2" 5.33 10,127 10,431 10,744 11,066 11,398
3” 10.66 20,254 20,862 21,487 22,132 22,796
[1] The fees presented include the 5% administration charge allowed by Montana code. [2] The AWWA meter ratio for 3/4-inch meter. [3] Residential - Single Family & Townhouse (1 ERU per unit), Duplex (2 living units combined) 0.80 ERU/unit (up to 1-inch meter). [4] Residential - Tiny home, or detached living unit less than 400 sq. ft. are 0.80 ERU/unit. (up to 1-inch meter) [5] Meters 4-inch and larger are calculated individually.
Table 2: Proposed Sewer Impact Fees
Proposed
ERUs FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Treatment 1.00 $1,004 $1,034 $1,065 $1,097 $1,130
Collection 1.00 $1,875 $1,931 $1,989 $2,049 $2,110
Total 1.00 $2,879 $2,965 $3,054 $3,146 $3,240
[1] The fees presented include the 5% administration charge allowed by Montana code.
Page 3 of 4
201 1st Avenue E
PO BOX 1997 Kalispell, MT 59903 Public Works Department
Phone (406)758-7720
Fax (406)758-7831 www.kalispell.com
Exhibit B
Exhibit B provides the water and wastewater impact fees at present fee values.
.
[1] The fees presented include the 5% administration charge allowed by Montana code. [2] Residential - Single Family & Townhouse (1 ERU per unit), Duplex (2 living units combined) 0.80 ERU/unit (up to 1-inch meter). [3] Residential - Tiny home, or detached living unit less than 400 sq. ft. are 0.80 ERU/unit. (up to 1-inch meter) [4] Meters 4-inch and larger are calculated individually.
[1] The fees presented include the 5% administration charge allowed by Montana code.
Table 1: Present Water Impact Fees Present
Residential 1 ERU $2,567
All Meter Size 3/4" $2,567
1" 6,418
1 1/2" 12,835
2" 20,536
3” 41,072
Table 2: Present Wastewater Impact Fees
Present ERUs
Treatment 1.00 $2,008
Collection 1.00 $3,749
Total 1.00 $5,757
Page 4 of 4
201 1st Avenue E
PO BOX 1997 Kalispell, MT 59903 Public Works Department
Phone (406)758-7720
Fax (406)758-7831 www.kalispell.com
Exhibit C
Exhibit C provides the water impact fees at present value and the wastewater impact fees at values equivalent to the calculation method for removing the fully depreciated sewer infrastructure as a component
of the calculation. .
[1] The fees presented include the 5% administration charge allowed by Montana code. [2] Residential - Single Family & Townhouse (1 ERU per unit), Duplex (2 living units combined) 0.80 ERU/unit (up to 1-inch meter). [3] Residential - Tiny home, or detached living unit less than 400 sq. ft. are 0.80 ERU/unit. (up to 1-inch meter) [4] Meters 4-inch and larger are calculated individually.
[1] The fees presented include the 5% administration charge allowed by Montana code.
Table 1: Present Water Impact Fees
Present
Residential 1 ERU $2,567
All Meter Size 3/4" $2,567
1" 6,418
1 1/2" 12,835
2" 20,536
3” 41,072
Table 2: Calculated Less Depreciation Wastewater Impact Fees
Calculated Less Depreciation Option ERUs
Treatment 1.00 $2,160
Collection 1.00 $2,537
Total 1.00 $4,697
RESOLUTION NO. 5969
A RESOLUTION TO AMEND THE CITY OF KALISPELL WATER AND WASTEWATER UTILITIES IMPACT FEES PURSUANT TO MCA 7-6-1601 THROUGH 7-6-1604 AND TO SET AN EFFECTIVE DATE.
WHEREAS, pursuant to the statutory authority of 7-6-1601 to 7-6-1604, MCA granted to
municipalities to charge impact fees to fund certain capital improvements and the
statutory requirements to regularly update the analysis of impact fees charged, the City of Kalispell considers it necessary and proper from time to time to amend the impact fees imposed for new demand on its Water and Wastewater Utilities; and
WHEREAS, for this purpose the City of Kalispell contracted the services of HDR Engineering,
Inc. to conduct an impact fee study and to provide a report with recommendations to the Kalispell City Council to consider in setting the impact fees it charges for new demand water and wastewater utility services; and
WHEREAS, the Kalispell Impact Fee Committee met in noticed public meetings and reviewed
the report and recommendations of the Kalispell Public Works Department and its consultant, HDR Engineering, Inc., on the water and wastewater utility facilities. It further examined the methodology utilized and issued its recommendations for the adoption of an amended impact fee schedule along with the data sources and
methodology supporting adoption and calculation of the impact fees to City
Council with the report dated October, 2019; and
WHEREAS, on February 3, 2020 the City Council announced by resolution, its intent to consider amending the impact fees for water and wastewater impact fees and set a
public hearing to be held on March 2, 2020 on said proposed amendments to the
impact fees for all new demand on its Water and Wastewater Utility services of the City of Kalispell and gave the necessary Notice thereof as required by Section 69-7-111, MCA; and
WHEREAS, said public hearing was duly held by the City Council at a public meeting thereof
in the Kalispell City Hall beginning at 7:00 o’clock P.M. on March 2, 2020, and all persons appearing at said hearing and expressing a desire to be heard were heard, and all written comments thereon furnished to the City Clerk at said meeting prior thereto were given consideration by the Council; and
WHEREAS, based upon the report and recommendations of the Kalispell Impact Fee Committee, the evidence provided by the public, in writing and at the public hearing, the City Council finds the recommendation of the Impact Fee Committee to adopt the report to be reasonable and just and therefore adopts as its findings
the report of the City’s Department of Public Works and its consultant, along with
the data sources and methodology used supporting adoption and calculation of the impact fee; and
WHEREAS, the City Council finds that it is just and prudent to apply the impact fees for all
new demand on the City of Kalispell Water and Wastewater Utility services at the
adjusted rate as set forth in Exhibit “A”, attached hereto and by this reference made a part hereof, taking into consideration the economic effects such fees have on the rate of growth and development within the City and the desire that the payers of rates and impact fees shall equitably share in the costs of the City’s
Water and Wastewater Utility services.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF KALISPELL AS FOLLOWS:
SECTION 1. That the impact fees applicable for all new demand for the City of
Kalispell Water and Wastewater Utilities and other services performed by said utility as set forth in Exhibit “A”, attached hereto and by this reference made a part hereof, are found to be just and are hereby established and adopted to be imposed for the water and wastewater utility
services to the inhabitants of the City of Kalispell and those other persons
served by its water and sewer utility service and such fees becoming effective July 1, 2020.
SECTION 2. This decision is final ten (10) days after filing of this Resolution with the
City Clerk. The City Clerk shall file a copy hereof with the Public Service
Commission of Montana at that time.
SECTION 3. That the impact fees applicable to the use of the City of Kalispell Water and Wastewater Utilities and other services performed by said utilities
shall be reviewed by the City beginning no later than five years after the
effective date of this resolution.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF THE CITY OF KALISPELL THIS 6TH DAY OF APRIL, 2020.
______________________________ Mark Johnson Mayor
ATTEST:
_________________________ Aimee Brunckhorst, CMC
City Clerk
Exhibit A
Exhibit A provides water and wastewater impact fee at 50 % of the present fees, and include a 3% annual
interest and inflation factor.
Table 1: Proposed Water Impact Fees
Proposed
Meter Ratio FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Residential 1.00 $1,900 $1,957 $2,016 $2,076 $2,138
All Meter Size 3/4" 1.00 $1,900 $1,957 $2,016 $2,076 $2,138
1" 1.67 3,173 3,268 3,366 3,467 3,571
1 1/2" 3.33 6,327 6,517 6,712 6,914 7,121
2" 5.33 10,127 10,431 10,744 11,066 11,398
3” 10.66 20,254 20,862 21,487 22,132 22,796
[1] The fees presented include the 5% administration charge allowed by Montana code. [2] The AWWA meter ratio for 3/4-inch meter. [3] Residential - Single Family & Townhouse (1 ERU per unit), Duplex (2 living units combined) 0.80 ERU/unit (up to 1-inch meter). [4] Residential - Tiny home, or detached living unit less than 400 sq. ft. are 0.80 ERU/unit. (up to 1-inch meter) [5] Meters 4-inch and larger are calculated individually.
Table 2: Proposed Sewer Impact Fees
Proposed
ERUs FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Treatment 1.00 $1,004 $1,034 $1,065 $1,097 $1,130
Collection 1.00 $1,875 $1,931 $1,989 $2,049 $2,110
Total 1.00 $2,879 $2,965 $3,054 $3,146 $3,240 [1] The fees presented include the 5% administration charge allowed by Montana code.
Final Report
Impact Fees for
Water and Wastewater
October 2019
900 108th Ave NE, Suite 1300
Bellevue, WA 98004
October 14, 2019
Ms. Susie Turner
Public Works Director
City of Kalispell
201 1st Avenue East
Kalispell, MT 59901
Subject: City of Kalispell Water, and Wastewater Impact Fee Final Report
Dear Ms. Turner:
Enclosed please find HDR’s final report regarding the water and wastewater impact fees for the
City of Kalispell (City). The City last updated these fees in 2013. The development of this report
is intended to provide to the City the basis to establish cost-based impact fees. The adoption of
final impact fees is a policy decision of the City Council.
This study reflects the City’s current City Council policy positions on growth and annexation, the
current water and wastewater capital improvements plans, along with the June 2018 Water
Facility Plan Update (WFPU), and recent 2019 Wastewater Facility Plan Update (WWFPU). This
study follows the general methodology and approach used in the prior study, updated to the
City’s current data, information, and growth policies.
This report has been prepared using generally accepted financial and engineering principles. The
City’s financial, budgeting, planning, and engineering data were the primary sources for much of
the information contained in this report. HDR would recommend that prior to implementing the
fees, the fees be reviewed by the City legal counsel for compliance with Montana State law.
HDR appreciates the opportunity to assist the City in this matter. We also would like to thank
you and your staff for the assistance provided to us. We look forward to future opportunities to
work with the City.
Sincerely yours,
HDR Engineering, Inc.
Shawn Koorn
Associate Vice President
Table of Contents i
City of Kalispell – Water, and Wastewater Impact Fee Study
Executive Summary
Introduction .................................................................................................................. 1
Summary and Conclusions ............................................................................................. 1
Consultant’s Recommendations .................................................................................... 2
Advisory Committee Review .......................................................................................... 3
Summary ....................................................................................................................... 3
1 Introduction and Overview
1.1 Introduction ........................................................................................................ 4
1.2 Defining Water and Wastewater Impact Fees… ................................................... 4
1.3 Economic Theory and Water and Wastewater Impact Fees ................................. 4
1.4 Water and Wastewater Impact Fee Criteria ......................................................... 5
1.5 Overview of the Impact Fee Methodology ........................................................... 6
1.6 Disclaimer............................................................................................................ 7
1.7 Summary………………………………… .................... …………………………………………………….7
2 Legal Considerations in Establishing Impact Fees
2.1 Introduction ........................................................................................................ 8
2.2 Requirements Under Montana State Law ............................................................ 8
2.3 Summary ........................................................................................................... 10
3 Development of the Water Impact Fee
3.1 Introduction ...................................................................................................... 11
3.2 Overview of the City’s Water System ................................................................. 11
3.3 Present Water Impact Fees................................................................................ 11
3.4 Calculation of the City’s Water Impact Fee ........................................................ 12
3.4.1 System Planning Criteria ....................................................................... 12
3.4.2 Equivalent Residential Units ................................................................. 13
3.4.3 Calculation of the Water Impact Fee .................................................... 14
3.5 Net Allowable Water Impact Fee ....................................................................... 16
3.6 Implementation of the Water Impact Fee .......................................................... 17
3.7 Key Assumptions ............................................................................................... 18
3.8 Advisory Committee Review .............................................................................. 19
3.9 Consultant’s Recommendations ........................................................................ 19
3.10 Summary ........................................................................................................... 19
Table of Contents
Table of Contents ii
City of Kalispell – Water, and Wastewater Impact Fee Study
4 Development of the Wastewater Impact Fee
4.1 Introduction ...................................................................................................... 20
4.2 Overview of the City’s Wastewater System ....................................................... 20
4.3 Present Wastewater Impact Fees ...................................................................... 20
4.4 Calculation of the City’s Wastewater Impact Fee ............................................... 21
4.4.1 System Planning Criteria ....................................................................... 21
4.4.2 Equivalent Residential Units ................................................................. 21
4.4.3 Calculation of the Wastewater Impact Fee ........................................... 22
4.5 Net Allowable Wastewater Impact Fee .............................................................. 25
4.6 Implementation of the Wastewater Impact Fee ................................................ 26
4.7 Key Assumptions ............................................................................................... 26
4.8 Advisory Committee Review .............................................................................. 26
4.9 Consultant’s Recommendations ........................................................................ 26
4.10 Summary ........................................................................................................... 27
Technical Appendix A – Water Impact Fee
Technical Appendix B – Wastewater Impact Fee
Technical Appendix C – Type of Building and Sewer Use by ERU
Technical Appendix D – Montana State Code for Impact Fees
Table of Contents i
City of Kalispell – Water, and Wastewater Impact Fee Study
Abbreviations and Acronyms
AWWA American Water Works Association
CCI Construction Cost Index
CIP Capital Improvement Plan
City City of Kalispell
ENR Engineering News Record
ERU Equivalent Residential Unit for Water
Fee Impact Fee
GPD Gallons Per Day
mg Million gallons
mgd Million gallons per day
OC Original Cost
SDC System Development Charge
WFPU Water Facility Plan Update
WWFPU Wastewater Facility Plan Update
WTP Water Treatment Plant
WWTP Wastewater Treatment Plant
Executive Summary 1
City of Kalispell – Water, and Wastewater Impact Fee Study
Introduction
The purpose of impact fees is to create equity between existing customers and new customers
connecting to the City’s water and sewer utility systems. The objective of an impact fee study is
to calculate cost-based fees for new customers connecting to, or requesting additional capacity
to, the City’s water and sewer systems. By establishing cost-based water and wastewater impact
fees, the City attempts to have growth pay for growth by having new customers pay their share
of the infrastructure in place which will serve them, while also paying back the existing utility
customers for paying for the financial impacts of growth.
HDR was retained by the City to review and update the City’s water and wastewater impact fees.
The water and wastewater impact fees were last updated in March 2013 for water, and
December 2013 for wastewater. The City’s impact fees need to be reviewed and updated every
five years as required under Montana Code 7-6-1601 to 7-6-1604, the Montana impact fee
legislation. The Water Facility Plan Update (WFPU) was updated in June 2018, the Wastewater
Facility Plan Update (WWFPU) was completed in 2019, and the Advanced Wastewater Treatment
Plant Facility Plan Update (AWWTPFPU) was completed in 2019. In addition to this, the City has
updated their land use planning forecast for both water and sewer based on water and
wastewater use characterizations. Given these changes, it is prudent for the City to review and
update their impact fees to determine parity between existing and new utility customers.
Summary and Conclusions
The impact fees are calculated in conformance with generally accepted practices and are based
on the City’s planning and design criteria. A component-by-component approach is taken in
developing the fees because each component can have different planning and design criteria.
Based on the sum of the component costs, the net allowable impact fee is determined. Net,
refers to the gross impact fee, net of any credits for future debt service principal to be paid within
a customer’s rates. Allowable, refers to the concept that the calculated impact fee is the City’s
cost-based (i.e., maximum) charge.
The calculations take into account the financing mechanisms of capital improvements. These fees
must be implemented according to the capacity requirement (i.e., the impact) each new
connection places on the water and sewer systems. This way, the fees are related to the costs
the new customer places on the systems and the benefit they derive from infrastructure in place
to serve them.
The City, as a matter of policy, may charge any amount up to the cost-based (allowable) impact
fee, but not over that amount. Charging an amount greater than the allowable impact fee would
not meet the practical basis of charging cost-based impact fees which are proportionally related
to the benefit derived by the customer.
Executive Summary
Executive Summary 2
City of Kalispell – Water, and Wastewater Impact Fee Study
The City currently implements and assesses the water impact fee based on the size of the
customer meter providing service. A 3/4-inch water meter is a typical meter size for a residential
customer and is the meter size used to develop an equivalent residential unit (ERU). Equivalent
meter weighting factors are applied to larger size meters to recognize the capacity of the larger
sized meter in relation to the 3/4-inch meter. The results of the analysis show that the impact
fee for one ERU can increase from $2,567, the present charge, to $6,741, the calculated charge,
for an increase of $4,174. Section 3 of this report details the water impact fee analysis along with
further details in Technical Appendix A.
The wastewater impact fee is based on one residential customer equivalent established by fixture
units. Based on this study, the wastewater impact fee for one ERU can be increased by $589
from $5,757 to $6,346. A more detailed summary of the wastewater impact fee is presented in
Section 4 of this report and the detailed analyses is included in Technical Appendix B
Table ES - 1
Present and Calculated Water, Wastewater Impact Fees[1]
($ / Unit)
Present
Impact Fee
Calculated
Impact Fee
$
Change
Water, per ERU[2] $2,567 $6,741 $4,174
Wastewater, per ERU[3] 5,757 6,346 589
Total $8,324 $13,087 $4,763
[1] The fees presented in this table include the 5% administration charge allowed by Montana code.
[2] 1 ERU = Water equivalent unit based on 3/4-inch meter.
[3] 1 ERU = Wastewater based on residential customer equivalent.
Table ES - 1 shows the overall total fees – to develop one unit - will increase by $4,763. Section
3 of the report, describes the water impact fee calculations in more detail.
Consultant’s Recommendation
Based on our review and analysis of the City’s water and wastewater impact fees, HDR makes the
following recommendations:
9 The City should adopt water and wastewater impact fees for new connections to these
respective systems which are no greater than the net allowable water and wastewater
impact fees as set forth in this report.
9 The City should adjust the impact fee each year by an escalation factor to reflect the cost
of interest and inflation (e.g., ENR CCI). This method of escalating the City’s impact fee
should be used for no more than a four-year period. After this time period, as required
by Montana law, the City should update the fees based on the actual cost of infrastructure
and any new planned facilities contained in an updated master plan, capital improvement
plan or rate study.
Executive Summary 3
City of Kalispell – Water, and Wastewater Impact Fee Study
9 The City should update the actual calculations for the water and wastewater impact fees
at such time when a new capital improvement plan, public facilities plan, comprehensive
system plan, or a comparable plan is approved or updated by the City, or every five years.
Advisory Committee Review
Under Montana law (7-6-1604), the calculated impact fees must be reviewed by an impact fee
advisory committee. The City has convened an impact fee advisory committee for this specific
purpose. The role of the advisory committee is to serve in an advisory capacity to the City Council.
The advisory committee reviews and monitors the process of calculating, assessing, and spending
impact fees. Ultimately, the City Council is the governing body responsible for determination of
and adoption of the final water and wastewater impact fees.
Summary
The impact fees developed and presented in this report are based on the planning and
engineering design criteria of the City’s water and sewer systems, the value of the existing assets,
past financing of the system, and generally accepted principles. The impact fees will continue
the City’s practice of establishing equitable and cost-based impact fees for new customers
connecting to the City’s water and sewer systems.
Introduction and Overview 4
City of Kalispell – Water, and Wastewater Impact Fee Study
1.1 Introduction
An important starting point in establishing water and wastewater impact fees is to have a basic
understanding of the purpose of these fees, along with the criteria and general methodology
used to establish cost-based water and wastewater impact fees. This section of the report
presents an overview of water and wastewater impact fees methodologies that were used to
develop cost-based fees for the City. The City has used these same generally accepted
methodologies to establish their past, and present, water and wastewater impact fees.
1.2 Defining Water and Wastewater Impact Fees
The first step in establishing cost-based impact fees, or sometimes referred to as system
development charges (SDC) is to gain a better understanding of the definition of an impact fee.
For the purposes of this report, an impact fee (or SDC) is defined as follows:
“System development charges are one-time charges paid by new
development to finance construction of public facilities needed to
serve them.”1
Simply stated, impact fees are a contribution of capital to reimburse existing customers for the
available capacity in the existing system, and help finance future growth-related capacity
improvements needed to serve them. At some utilities, impact fees may be referred to as system
development charges, capacity reserve charges, hookup fees, infrastructure investment fees, etc.
Regardless of the label used to identify them, their objective is the same. That is, these fees are
intended to provide funds to the utility to finance all or a part of the capital improvements
needed to serve and accommodate new customer growth. Absent those fees, many utilities
would likely be unwilling to build growth-related facilities (i.e., burden existing ratepayers with
the entire cost of growth-related capacity expansion).
1.3 Economic Theory and Water and Wastewater Impact Fees
Water and wastewater impact fees are generally imposed as a condition of service. The objective
of the impact fees are not to generate money for a utility, but to create a fiscal balance between
existing customers and new customers so that all customers seeking to connect to the utility’s
water and sewer systems bear an equitable share of the cost of capacity that is invested in both
the existing and any future growth-related expansions. Through the implementation of equitable
water and wastewater impact fees, existing customers are not unduly burdened with the cost of
new development.
By updating the water and wastewater impact fees, the City continues an important step in
assuring adequate infrastructure to meet growth-related needs while providing this
infrastructure to new customers in a cost-based, fair, and equitable manner.
1 Arthur C. Nelson, System Development Charges for Water, Sewer, and Stormwater Facilities, Lewis Publishers,
New York, 1995, p. 1,
1.0 Introduction and Overview
Introduction and Overview 5
City of Kalispell – Water, and Wastewater Impact Fee Study
1.4 Water and Wastewater Impact Fee Criteria
In determining water and wastewater impact fees, a number of different criteria are utilized.
Criteria most often used by utilities to establish water and wastewater impact fees include the
following:
x State / local laws
x System planning criteria
x Financing criteria
x Customer understanding
Many states and local communities have enacted laws that govern the calculation and imposition
of water and wastewater impact fees. These laws must be followed in the development of water
and wastewater impact fees. Most states require a reasonable relationship between the charge
and the cost associated with providing service (capacity) to the customer. The fees do not need
to be mathematically exact, only a practical basis for the charge is required. The utilization of the
planning criteria, the actual costs of construction, and the planned costs of construction provide
the practical basis necessary to establish the reasonable relationship requirement. For utilities
in Montana, impact fees are intended to provide an equitable and cost-based method to maintain
equity between customers while complying with the legal requirements of Montana Code 7-6-
1601 through 7-6-1604. This will be further discussed in the next chapter.
The use of system planning criteria is one of the more important aspects in the determination of
the impact fees. System planning criteria provide the practical basis between the amount of
infrastructure necessary to provide service and the charge to the customer. The practical basis
test requires: (a) establishing a practical basis between new development and the existing or
expanded facilities required to accommodate new development, and (b) apportioning
appropriate cost to the new development in relation to benefits reasonably received. An
example for water, using system planning criteria is the determination that a single dwelling unit,
or equivalent residential unit (ERU), generates an average daily water flow of so many gallons
per day, per ERU. The water impact fee methodology then charges the customer per ERU for the
cost of the system which relates the charge back to a practical basis.
Water and wastewater impact fees are typically established as a means of having new customers
pay an equitable share of the cost of their required capacity (infrastructure). The financing criteria
for establishing water and wastewater impact fees relates to the method used to finance
infrastructure on the system and assures that customers are not paying twice for infrastructure
– once through the impact fee and again through rates. The double payment can come in through
the imposition of a water and wastewater impact fees and then the requirement to pay debt
service within a customer’s rates. The financing criteria also reviews the basis under which main
line, or collection line extensions, were provided such that the customer is not charged for
infrastructure that was provided (contributed) by developers.
The component of customer understanding implies that the charge is easy to understand. This
criterion has implications for the way that the charge is implemented and assessed to the
customer. The charge is generally based on the projection of flow of water and wastewater for
Introduction and Overview 6
City of Kalispell – Water, and Wastewater Impact Fee Study
an equivalent unit. This makes it easy for the customer to understand that the level of charge is
based on the projection of demand (flow) required to provide service. Use of an equivalent
residential unit (ERU) for water and wastewater is a method to bring water consumption and
sewer flow from nonresidential customers into an equivalent measure with residential
customers. The other implication of this criterion is that the methodology is clear and concise in
its calculation of the amount of infrastructure necessary to provide service.
1.5 Overview of the Impact Fee Methodology
There are generally accepted methodologies used to establish water and wastewater impact
fees. Within the generally accepted water and wastewater impact fees methodologies, there are
a number of different steps undertaken. These steps are as follows:
1. Determination of system planning criteria
2. Determination of equivalent residential units (ERUs)
3. Calculation of system component costs
4. Determination of any credits
The first step in establishing impact fees is the determination of the system planning criteria. This
implies calculating the amount of water or wastewater capacity required by a single-family
residential customer to establish an ERU. Generally for a water system, the planning criterion is
the peak day water usage per ERU. This planning criteria is developed since a majority of the
water system infrastructure is sized to meet the peak day demand. For wastewater systems,
average daily demand (wastewater contribution) per equivalent residential unit (ERU) is most
often used, since this total flow represents the flow, imposed by the customer. Average inflow
and infiltration is added to the customer’s flow since this represents the total volumetric flow
and hence capacity requirement at the treatment plant.
Once the number of equivalent units has been determined, a component-by-component (e.g.,
source of supply, treatment, storage) analysis is undertaken to determine the component impact
fee in cost ($) per equivalent unit. Individual plant components are analyzed separately for the
water, and sewer systems given that the planning criteria differ for the development of the
various system components. The calculation of the component impact fee includes both
historical assets and planned future assets. Historical assets can be valued in a number of
different ways. For the City’s study the existing asset cost is brought to current cost (today’s cost)
by adding the Engineering News Record Construction Cost Index (ENR-CCI) to the original asset
cost from the installment date to the current time period.
Current cost is done to reflect the fact that existing customers have provided for excess capacity
in the system and hence need to be reimbursed for not only their initial investment, but also the
carrying cost on that investment. The reimbursement to existing customers is accomplished by
the fact that without impact fees, rates would otherwise be higher than they would be with
impact fees. Once the total cost of the capital infrastructure is determined, it is then divided by
the appropriate number of equivalent units for each utility the infrastructure will serve to
develop the cost per equivalent unit for the specific plant component.
Introduction and Overview 7
City of Kalispell – Water, and Wastewater Impact Fee Study
After each plant component is analyzed and a cost per equivalent unit is determined, the cost
per equivalent unit for each of the plant components is added together to determine the gross
impact fee. The gross impact fee is calculated before any credits for debt service.
The final impact fee is determined by taking the gross impact
fee and subtracting any credits. This results in a net impact fee
stated in dollars per equivalent unit. The general basis of this
calculation for a water or sewer system is the assumption that
an equivalent unit is equal to a typical residential customer.
For the water system, larger meter sizes are then imposed fees
based on the capacity for a given meter size in relationship to
the defined ERU capacity. The meter size capacity ratio is based on the industry standard safe
operating capacity of the meter based on American Water Works Association (AWWA) standards.
The City’s wastewater is based on the equivalent residential unit (ERU) defined as the average
flow per single-family residential unit. Other types of dwellings are then assigned ERUs based on
building type or sewer use per ERU.
1.6 Disclaimer
HDR, in its calculation of the water and wastewater impact fees for the City, as presented in this
report, has used generally accepted engineering and ratemaking principles. This should not be
construed as a legal opinion with respect to Montana State law. HDR recommends that the City
have its legal counsel review the water and wastewater impact fees as set forth in this report to
ensure compliance with Montana State law.
1.7 Summary
This section of the report has provided an overview of water and wastewater impact fees; the
basis for establishing the fees, considerations in establishing a water and wastewater impact fees,
and the connection (practical basis) which must be established between new development and
the new or expanded facilities required to accommodate new development, and appropriate
apportionment of the cost to the new development in relation to benefits reasonably to be
received. The next section of the report will provide a brief discussion of the legal considerations
associated with water and wastewater impact fees.
“The final impact fee is
determined by taking the
gross impact fee and
subtracting any credits.
This results in a “net
impact fee” stated in
dollars per ERU.”
Legal Considerations in Establishing Impact Fees 8
City of Kalispell – Water, and Wastewater Impact Fee Study
2.1 Introduction
An important consideration in establishing water and wastewater impact fees is any legal
requirements at the state or local level. The legal requirements often establish the methodology
around which the water and wastewater impact fees must be calculated or how the funds must
be used. Given that, it is important for the City to understand these legal requirements.
This section of the report provides an overview of the legal requirements for establishing water
and wastewater impact fees under Montana State law. This summary represents HDR’s
understanding of the relevant Montana State law as it relates to establishing water and
wastewater impact fees. It in no way constitutes a legal interpretation of the state law by HDR.
2.2 Requirement Under Montana State Law
The Montana law enabling legislation for impact fees was enacted
in 2005 via Senate Bill 185. This was comprehensive legislation
allowing public entities in the State of Montana to enact impact
fees for various services. The legal basis for the enactment of
impact fees is found in Title 7, Chapter 6, and Part 1601 to 1604 of
the Montana Code. A summary of the Montana Code is provided
below. A copy of the full code is provided in Technical Appendix
D.
A summary of the requirements under Montana law is as follows:
“7-6-1601. Definitions. As used in this part, the following definitions apply:
5) (a) "Impact fee" means any charge imposed upon development by a governmental entity
as part of the development approval process to fund the additional service capacity
required by the development from which it is collected. An impact fee may include a
fee for the administration of the impact fee not to exceed 5% of the total impact fee
collected.
(b) The term does not include:
(i) a charge or fee to pay for administration, plan review, or inspection costs
associated with a permit required for development;
(ii) a connection charge;
(iii) any other fee authorized by law, including but not limited to user fees, special
improvement district assessments, fees authorized under Title 7 for county,
municipal, and consolidated government sewer and water districts and systems,
and costs of ongoing maintenance; or
(iv) onsite or offsite improvements necessary for new development to meet the
safety, level of service, and other minimum development standards that have
been adopted by the governmental entity.
2.0 Legal Considerations in Establishing Impact
Fees
“The legal basis for the
enactment of impact
fees is found in Title 7,
Chapter 6, and Part 1601
to 1604 of the Montana
Code.”
Legal Considerations in Establishing Impact Fees 9
City of Kalispell – Water, and Wastewater Impact Fee Study
“7-6-1602. Calculation of impact fees -- documentation required -- ordinance or resolution
-- requirements for impact fees.
(1) For each public facility for which an impact fee is imposed, the governmental entity shall
prepare and approve a service area report.
(2) The service area report is a written analysis that must:
(a) describe existing conditions of the facility;
(b) establish level-of-service standards;
(c) forecast future additional needs for service for a defined period of time;
(d) identify capital improvements necessary to meet future needs for service;
(e) identify those capital improvements needed for continued operation and
maintenance of the facility;
(f) make a determination as to whether one service area or more than one service area
is necessary to establish a correlation between impact fees and benefits;
(g) make a determination as to whether one service area or more than one service area
for transportation facilities is needed to establish a correlation between impact fees
and benefits;
(h) establish the methodology and time period over which the governmental entity will
assign the proportionate share of capital costs for expansion of the facility to provide
service to new development within each service area;
(i) establish the methodology that the governmental entity will use to exclude
operations and maintenance costs and correction of existing deficiencies from the
impact fee;
(j) establish the amount of the impact fee that will be imposed for each unit of increased
service demand; and
(k) have a component of the budget of the governmental entity that:
(i) schedules construction of public facility capital improvements to serve
projected growth;
(ii) projects costs of the capital improvements;
(iii) allocates collected impact fees for construction of the capital improvements;
and
(iv) covers at least a 5-year period and is reviewed and updated at least every 5
years.
(3) The service area report is a written analysis that must contain documentation of sources
and methodology used for the purposes of subsection (2) and must document how each
impact fee meets the requirements of subsection (7).
(7) An impact fee must meet the following requirements:
(a) The amount of the impact fee must be reasonably related to and reasonably
attributable to the development's share of the cost of infrastructure improvements
made necessary by the new development.
(b) The impact fees imposed may not exceed a proportionate share of the costs incurred
or to be incurred by the governmental entity in accommodating the development.
The following factors must be considered in determining a proportionate share of
public facilities capital improvements costs:
Legal Considerations in Establishing Impact Fees 10
City of Kalispell – Water, and Wastewater Impact Fee Study
(i) the need for public facilities capital improvements required to serve new
development; and
(ii) consideration of payments for system improvements reasonably anticipated to
be made by or as a result of the development in the form of user fees, debt service
payments, taxes, and other available sources of funding the system
improvements.
(c) Costs for correction of existing deficiencies in a public facility may not be included in
the impact fee.
(d) New development may not be held to a higher level of service than existing users
unless there is a mechanism in place for the existing users to make improvements to
the existing system to match the higher level of service.
(e) Impact fees may not include expenses for operations and maintenance of the facility.
7-6-1603. Collection and expenditure of impact fees -- refunds or credits -- mechanism for
appeal required. . . .
(3) A governmental entity may recoup costs of excess capacity in existing capital facilities,
when the excess capacity has been provided in anticipation of the needs of new
development, by requiring impact fees for that portion of the facilities constructed for
future users. The need to recoup costs for excess capacity must have been documented
pursuant to 7-6-1602 in a manner that demonstrates the need for the excess capacity.
This part does not prevent a governmental entity from continuing to assess an impact
fee that recoups costs for excess capacity in an existing facility. The impact fees imposed
to recoup the costs to provide the excess capacity must be based on the governmental
entity's actual cost of acquiring, constructing, or upgrading the facility and must be no
more than a proportionate share of the costs to provide the excess capacity.”
The basic principle followed under Montana State law requires the fee to be based on a
proportionate share of the costs of the system required to provide service and adoption of fees
and accounting be in compliance with the State of Montana law.
The City’s water and wastewater planning documents provide the planning criteria and need for
any future improvements. The use of the methodology discussed in this report should meet the
proportional share standard and provide final calculated impact fees in compliance with Montana
law.
The discussion within this portion of the report is intended to provide an overview of relevant
Montana law as it relates to establishing impact fees. This summary discussion does not
constitute a legal interpretation of Montana State law.
2.3 Summary
This section of the report reviewed the legal basis for establishing impact fees in the State of
Montana and in particular for a City. The next section of the report provides a detailed discussion
of the specific calculation of the water impact fees for the City.
Development of the Water Impact Fees 11
City of Kalispell – Water, and Wastewater Impact Fee Study
3.1 Introduction
This section of the report presents the key assumptions and details used in calculating the City’s
water impact fee. The calculation of the City’s water impact fee is based on City-specific
accounting and planning information. Specifically, the impact fees are based on the City’s fixed
asset records, Capital Improvement Plan (CIP), 2018 Water Facility Plan Update (WFPU), and City
and water utility planning data. The City provided other financial and accounting information that
was used within this analysis such as annual debt service payments, past financing practices, etc.
To the extent that the cost and timing of future capital improvements outlined in this section
change, then the impact fees presented in this section of the report should be updated to reflect
the changes.
The present methodology used by the City is the combined approach. The combined
methodology contains an existing or reimbursement cost component, and an incremental or
future cost component. In other words, the City’s existing assets are divided by the total ERUs
for the projected time period, while the future or incremental expansion-related capital projects
are divided by either the future capacity they will provide, or the additional ERUs for the
projected time period. Both calculations are summed and the result is the total net allowable
capacity charge. After reviewing the future capital projects it was concluded that some of the
future capital projects should be divided by the total ERUs for the projected time period as the
additional capacity provided benefits to all customers and not just new customers connecting to
the system. Other projects would be divided by the future additional ERUs since these projects
only benefited new customers.
3.2 Overview of City’s Water System
The City currently provides water services for a population of approximately 23,000 with 8,280
metered residential, commercial, and industrial accounts. The existing water supply and
distribution system for the City’s water service area includes 11 municipal wells, four storage
reservoirs (one elevated and three ground storage reservoirs), two pressure zones, one pressure
regulating facility, two booster stations, 141 miles of transmission and distribution piping, and
1,473 fire hydrants.
This report uses an annual population growth rate of 2.00% as projected by the 2018 Water
Facility Planning Update, Chapter 3, Basis of Planning through 2030.
3.3 Present Water Impact Fees
The City’s present water impact fee is based on the cost for one ERU, for a 3/4-inch meter. The
City’s present water impact fees are shown below in Table 3-1.
3.0 Development of the Water Impact
Fees
Development of the Water Impact Fees 12
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 3-1 Present Water Impact Fees [1]
Meter Size Safe Operating
Capacity (gpm)
AWWA Meter
Factor Ratio 2]
Present
Impact Fee
3/4-inch meter 20 1.0 $2,567
1-inch meter 50 2.5 6,418
1-1/2-inch meter 100 5.0 12,835
2-inch meter 160 8.0 20,536
3-inch meter 320 16.0 41,072
4-inch meter Calculated
[1] Fee included 5% administration charge allowed by Montana Code.
[2] Ratios based on a 5/8-Inch equivalent
In Table 3-1, the impact fees for the larger meter sizes are determined by multiplying the impact
fee for a 3/4-inch meter (i.e., one ERU) by the meter capacity weighting factors. The weighting
factors are determined based on the American Water Works Association (AWWA) safe operating
capacities for the type and size of meter. The 3/4-inch are set at 1.0.
3.4 Calculation of the City’s Water Impact Fee
As discussed in Section 1, the process of calculating impact fees is based on a four-step process.
In summary form, these steps are as follows:
x Determination of system planning criteria
x Determination of equivalent residential units (ERUs)
x Calculation of the impact fee by system component costs
x Determination of impact fee credits
Each of these steps is discussed in more detail below.
3.4.1 System Planning Criteria
System planning criteria typically involves calculating the amount of water required by a single-
family residential customer (hence the term Equivalent Residential Unit or ERU). Water demand
per ERU represents the basis for system design. The City’s recent WFPU evaluated historical
water use and used it to project future water demand and associated ERUs. The analysis resulted
in the average day demand for a residential customer was 350 gallons day/ERU. This result is
shown in Table 3-2.
Development of the Water Impact Fees 13
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 3-2 Summary of the System Planning Criteria
Description Criteria
Average Day Demand for Single Family [1] 350 Gallons/Day/ERU
[1] From the City’s 2018 Water Facility Plan Update and land use projections.
3.4.2 Equivalent Residential Units
System planning criteria are used to establish the capacity needs of an equivalent residential unit
(ERU). Based on the City’s 2018 Water Facility Plan Update (WFPU), the planning criteria results
in an average day flow of 350 gallons per day per ERU, a peaking factor of 3.0, results in a peak
day flow per ERU of 1,050 gallons per ERU (350 X 3.0 = 1,050). Table 3-3 provides a summary of
the planning criteria used to establish the City’s calculated water impact fee.
Table 3-3 Summary of the Water System Planning Criteria
Planning Criteria Description Planning Criteria
Average Day Flow [1] 350/gallons/ERU
Peaking Factor [2] 3.00
Peak Day Flow 1,050 gallons/ERU
[1] Average day flow from City’s 2018 WFPU and land use projections.
[2] Peaking factor based on average day flow to peak day flow based on City’s 2018 WFPU and land use projections.
From the above information, the current ERUs and projected ERUs for the planning period were
calculated. The ERUs were calculated based on the demand capacities and the average peak day
flow calculated in Table 3-3. Table 3-4 summarizes the current ERUs and projected ERUs.
Development of the Water Impact Fees 14
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 3-4 Summary of the Planning Criteria for ERU Calculation
Planning Criteria Description Planning Criteria
Total Capacity (mgd)[1] 15.90
Average Peak Day Flow per ERU 1,050 gallons/ERU
Total Existing and Future ERUs 15,143
Existing Capacity (mgd)[2] 12.15
Average Peak Day Flow per ERU 1,050 gallons/ERU
Total Existing ERUs 11,571
Total Future ERUs[3] 3,571
[1] From the City’s land use projections max day demand.
[2] 2018 existing average day demand 4.05 mgd X 3.0 peaking factor = 12.15 mgd max day demand.
[3] 15.90 mgd less 12.15 mgd = 3.75 mgd/1,050 peak gallons per ERU = Future ERUs 3,571.
The total build-out capacity of 15.9 mgd divided by 1,050 gallons per ERU is a total City existing
and future ERUs of 15,143 ERUs. The current max day demand is 12.15 mgd reflecting existing
ERUs of 11,571 ERUs (12.15/1,050 gallons per day = 11,571 ERUs). The remaining capacity, the
difference between 15.90 mgd max day demand and 12.15 current max day demand, results in
3,571 future ERUs (15,143 – 11,571).
Detail of the development of the ERU calculation is shown in Technical Appendix A. Once the
ERUs are developed the focus shifts to the calculation of the impact fee for each plant
component. This aspect of the analysis is discussed below.
3.4.3 Calculation of the Water Impact Fee
The next step of the analysis is to review the major functional system infrastructure to determine
the impact fee for the system. In calculating the impact fees for the City, existing components,
debt service for existing facilities, and future capital improvements relating to expansion were
included. The methodology used to calculate each component is described below.
EXISTING OR REIMBURSEMENT COMPONENT – To calculate the value of the existing assets, the City’s
methodology considered the original cost of each asset. The City provided a detailed asset listing,
as of June 2018, for the various existing components and their installation date. The original cost
of the asset was then adjusted to a current cost value. To accomplish this, the original cost of
each asset was escalated to current July 2019 dollars, based on the Engineering News Record
(ENR) Construction Cost Index (CCI) for the 20-City average. This amount was reduced by the
amount that was contributed by developers or grants. Those water improvements that were
funded through tax increment financing (TIF), grants and special improvement districts (SID) were
also excluded from the analysis.
Development of the Water Impact Fees 15
City of Kalispell – Water, and Wastewater Impact Fee Study
Given the value of the asset, the next step was to determine the portion of the project costs that
were deemed eligible to be included in the calculation of the impact fee. The term impact fee
eligible simply describes the amount of the asset to be included within the calculation of the fee.
Within this study, vehicles and general plant assets were not considered capacity related, and
were not included in the impact fee calculation. All remaining assets were considered to be 100%
eligible. Total existing assets at current cost was $69.9 million. The value of the existing assets
(net of contributions, grants, etc.) was divided by the total existing and future ERUs (15,143). A
summary of the existing assets valuation can be seen on Exhibit 1 of Technical Appendix A.
In addition to existing assets work in progress projects were included that were not completed
and booked as an asset yet but also were not included in the capital improvement plan. The total
eligible work in progress amounts to $1.4 million divided by the total existing and future ERUs
(15,143) for a total of $96/ERU.
As described below (see Debt Service Component discussion), the remaining principal portion of
the debt associated with the assets was deducted from the total eligible asset value prior to
calculating the impact fee. This inclusion of a debt service credit avoids double charging the
customer for the asset value in the existing or reimbursement component of the impact fee, and
also in the debt service component of the rates.
DEBT SERVICE COMPONENT - In addition to the reimbursement component, a debt service
component was also developed. This component accounts for the principal on existing assets.
By segregating the debt service out, the cost can be clearly identified and calculated
appropriately. To avoid double-counting of the assets financed with debt, the future principal
associated with those assets was deducted from the existing infrastructure value.
The City has four outstanding issues for the water system, the 2004 Revenue Refunding Bond,
2012 Refunding SRF, 2012 Refunding SRF-B, and the 2017 SRF bond. In addition a new 2020 SRF
loan for the 4 mile drive transmission project was estimated and included in the calculation. The
City’s total outstanding principal for these five issues is $5.7 million. Details of the debt service
are shown in Exhibit 4, of Technical Appendix A.
FUTURE COMPONENTS – An important requirement for an impact fee study is the connection
between the anticipated future growth on the system and the needed facilities required to
accommodate that growth. For purposes of this study, the City’s most current Capital
Improvement Plan was provided. City staff reviewed the existing capital improvement plan (CIP)
and projects necessary to meet demand for the water system were included in the CIP. The total
projects were $40.5 million, however several transmission projects were not included in the fee
at this time.
The total impact fee eligible future projects, included in the fee at this time, for water totaled
$22.3 million. Several large projects that impact the CIP related to transmission infrastructure
which are primarily related to growth and expansion on the system, however also benefit the
system as a whole. These projects along with the projected ERU capacity is shown in Table 3-4.
The existing and future capacity ERUs are 15,143, the future ERUs are 3,571. The total dollars
Development of the Water Impact Fees 16
City of Kalispell – Water, and Wastewater Impact Fee Study
per ERU for the future component is $2,084 per ERU. Technical Appendix A contains the details
of this portion of the fee.
Table 3-5 Summary of Future Growth Related Capital Improvement Projects (in $1,000)
3.5 Net Allowable Water Impact Fee
The methodology used to establish the water impact fee is a combined approach. The combined
approach adds the reimbursement component and the incremental or future component
together, and accounts for any existing debt credit resulting in a net allowable impact fee. Based
on the sum of the component costs calculated above, the net allowable water impact fee is
$6,420.
Under Montana statute, an impact fee may include a fee for the administration of the impact fee
not to exceed 5% of the impact fee collected. In calculating the City’s water impact fee, an
administration component of 5% was added to the impact fee. A summary of this calculation is
shown below in Table 3-6.
Estimated
Cost
% Growth
Related
$ Growth
Related
Growth ERUs
$ / ERU
Four Mile Trans. Phase 1 $2,689 100% $2,689 15,143 $178
West Reserve Transmission 654 100% 654 15,143 43
Southwest Transmission 2,982 56% 1,670 15,143 110
1st Ave. West Connection 146 56% 82 3,571 23
South Main St Transmission 466 56% 261 3,571 73
Buffalo Hill Transmission 2,330 100% 2,330 15,143 154
Four Mile Trans. Phase 2 1,924 100% 1,924 15,143 127
1 MG Elevated Tank 6,398 100% 6,98 15,143 423
Northwest Well #1 1,730 100% 1,730 15,143 114
Northwest Well #2 1,938 100% 1,938 15,143 128
Grossweiler Well 185 100% 185 15,143 12
New Meters 554 100% 554 3,571 155
Misc. Contract Main Upsize 1,940 100% 1,940 3,571 543
Total $23,942 $22,360 $2,084
Development of the Water Impact Fees 17
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 3-6[1] Calculated Impact Fee by Component (1 ERU)
Plant Component
Supply
Storage
T&D
General
Plant
Debt
Service
Credit
Work In
Progress
Total
$/ERU
Existing & Future ERUs 15,143 15,143 15,143 15,143 15,143 15,143
Existing Net Plant $23,529 $11,486 $34,935 $0 ($5,747) $1,451
Existing Fee per ERU $1,554 $759 $2,307 $0 ($380) $96 $4,336
Future Plant $3,854 $6,398 $12,107
Future Fee per ERU $255 $423 $1,407 $2,084
Total Fee per ERU $1,808 $1,182 $3,714 $0 ($380) $96 $6,420
Plus 5 % Administration Charge 321
Total Impact Fee $6,741
[1] Table 3-6 provides the calculation and reflects a blend of future and existing ERUs depending on the specific
improvement.
The calculated water impact fee of $6,741 compares to the City’s present impact fee of $2,567
per ERU, or an increase of $4,174/ERU. Technical Appendix A, details the calculation of the net
allowable impact fee.
3.6 Implementation of the Water Impact Fee
The calculated impact fees for the larger meter sizes are determined by multiplying the impact
fee for one ERU by the meter capacity weighting factors. The weighting factors are determined
based on the American Water Works Association (AWWA) safe operating capacities for the type
and size of meter. The safe operating capacity of each meter is divided by the safe operating
capacity for a 3/4-inch meter to determine the weighting factor for each meter. Table 3-7 shows
the present and calculated impact fees by class of service, by size of meter.
Development of the Water Impact Fees 18
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 3-7 Present and Implementation of Calculated Water Impact Fees [1]
Meter Size Present
Impact Fee
Calculated
Impact Fee[2]
Residential[3] [4] $6,741
All Other
3/4-inch meter $2,567 $6,741
1-inch meter 6,418 11,257
1-1/2-inch meter 12,835 22,447
2-inch meter 20,536 35,929
3-inch meter 41,072 71,857
4-inch meter Calculated Calculated
[1] The fees presented in this table include the 5% administration charge allowed by Montana code.
[2] Calculated Impact Fee is based on a 3/4-inch equivalency.
[3] Residential Single Family and Townhouse (1 ERU per unit), Duplex (2 living units combined) .80 ERU/unit (up to
1-inch meter).
[4] Residential - Tiny home, or detached living unit 400 sq. ft. or less are 0.8 ERU/unit.
As noted previously, the present water impact fee is $2,567/ERU. The calculated fee shown
above is $6,741/ERU or an increase of $4,174/ERU. For residential customers, all single family
and townhouses are assessed 1 ERU per unit, and duplexes 0.80 ERU per living unit, up to a 1-
inch meter. Tiny home living unit 400 square feet or less as defined by State code, are assessed
0.80 ERU up to 1-inch meter. All other connections are assessed based on meter size. Meter
sizes 4-inch and larger are individual calculated based on usage characteristics.
In Table 3-7, the calculated impact fees for the larger meter sizes are determined by multiplying
the impact fee for a 3/4-inch meter (i.e., one ERU) by the meter capacity weighting factors. The
weighting factors are determined based on the American Water Works Association (AWWA) safe
operating capacities for the type and size of meter. The 3/4-inch are set at 1.0. The safe operating
capacity of each meter is divided by the safe operating capacity for a 3/4-inch meter to determine
the weighting factor for each meter. Details of the analysis and key documents relied on for this
study are provided within the Technical Appendix A.
3.7 Key Assumptions
In developing the impact fees for the City’s water system, a number of key assumptions were
utilized. These are as follows:
x The City provided the planning criteria based on land use planning assumption and the
recent WFPU.
x The methodology used is the combined methodology. The existing (reimbursement) and
future (incremental) component are added together for a net allowable fee.
Development of the Water Impact Fees 19
City of Kalispell – Water, and Wastewater Impact Fee Study
x The City’s asset records from June 2018 were used to determine the existing plant assets,
as appropriate.
x The assets were brought to current costs based on the July 2019 ENR-CCI.
x The City provided the CIP for future improvements from the most recent capital
improvement plan through 2030.
x The City determined and/or reviewed the portion of future improvements that were
growth related.
3.8 Advisory Committee Review
Under Montana law (7-6-1604), the calculated impact fees must be reviewed by an impact fee
advisory committee. The City has convened an impact fee advisory committee for this specific
purpose. The role of the advisory committee is to serve in an advisory capacity to the City Council.
The advisory committee reviews and monitors the process of calculating, assessing and spending
impact fees. Ultimately, the City Council is the governing body responsible for determination of
and adoption of the final water impact fees.
3.9 Consultant’s Recommendations and Adoption Considerations
Based on our review and analysis of the City’s water system, HDR recommends:
9 The City should adopt water impact fees for new connections to the water system that
are no greater than the net allowable impact fees as set forth in this report.
9 The City as a matter of policy may adopt a water impact fee which is less than the
calculated fees as shown in this report, but in doing so , the City will be sharing some
portion of development impact costs with existing water utility rate payers.
9 The City should adjust the impact fee each year by an escalation factor to reflect the cost
of interest and inflation (e.g., ENR CCI). This method of escalating the City’s impact fee
should be used for no more than a four-year period. After this time period, as required
by Montana law, the City should update the fees based on the actual cost of infrastructure
and any new planned facilities contained in an updated master plan, capital improvement
plan or rate study.
9 The City should update the actual calculations for the water impact fees at such time
when a new water capital improvement plan, facilities plan, comprehensive system plan,
or a comparable plan is approved or updated by the City, when a major infrastructure
project is completed, or every five years as deemed by Montana Code law.
3.10 Summary
The impact fees developed and presented in this section of the report are based on the planning
and engineering design criteria of the City’s water system, the value of the existing assets, and
generally accepted ratemaking principles. Consistently updating the charge annually based on
the Engineering New Record cost index and reviewing the impact fees every five years will
continue to create equitable and cost-based fees for new customers connecting to the City’s
water system.
Development of the Wastewater Impact Fees 20
City of Kalispell – Water, and Wastewater Impact Fee Study
4.1 Introduction
This section of the report presents the key assumptions and details used in calculating the City’s
wastewater impact fee. The calculation of the City’s wastewater impact fee is based on City-
specific accounting and planning information. Specifically, the wastewater impact fees are based
on the City’s fixed asset records and wastewater capital improvement plan. The City also
provided other financial and accounting information.
The combined methodology applied to the water utility to determine the water impact fees was
also applied to the wastewater impact fee calculation. The charge is based on the value of the
system in place with capacity available for growth (i.e. the existing or reimbursement
component), and future or incremental capacity projects. The existing or reimbursement
component and the future or incremental component are added together, including a debt
credit, resulting in the total net allowable impact fee under the combined methodology.
4.2 Overview of the City’s Wastewater System
The City provides sewer service to an existing population of 22,761 with 9,148 residential,
commercial, and industrial connections. The City also provides service to the Evergreen Water
and Sewer District through an interlocal agreement.
The City of Kalispell’s wastewater treatment plant (WWTP) is an advanced Biological Nutrient
Removal Facility (BNRF). In 2009, the City completed a two year plant expansion project to
accommodate rapid area growth; the plant capacity was increased from 3.1 to 5.4 million gallons
per day. The sewer system consists of 120 miles of sewer gravity main, 25 miles of sewer force
main, 2,600 sewer manholes, and 36 sewer lift stations
4.3 Present Wastewater Impact Fee
The City’s wastewater impact fee is based on one equivalent residential unit (ERU). The City’s
wastewater impact fee was last updated December of 2013. The City’s present wastewater
impact fee is shown in Table 4-1.
Table 4-1 Present Wastewater Impact Fee
Type of Use ERU Impact Fee
Single Family 1.00 $5,757
In Table 4-1 the impact fees are determined by multiplying the impact fee by the appropriate
ERUs for the type of building or sewer usage.
4.0 Development of the Wastewater
Impact Fees
Development of the Wastewater Impact Fees 21
City of Kalispell – Water, and Wastewater Impact Fee Study
4.4 Calculation of the City’s Wastewater Impact Fee
As discussed in Section 1, the process of calculating impact fees is based on a four-step process.
In summary form, these steps are as follows:
x Determination of system planning criteria
x Determination of equivalent residential units (ERUs)
x Calculation of the impact fee by system component costs
x Determination of impact fee credits
Each of these steps is discussed in more detail below.
4.4.1 System Planning Criteria
System planning criteria for sewer is based on one equivalent residential unit flow of 200 gallon
per day/ERU. This result is shown in Table 4-2.
Table 4-2 Summary of the System Planning Criteria
Description Criteria
Average Day Demand for Single Family [1] 200 Gallons/Day/ERU
[1] Based on 200 gpd/ERU, see Chapter 4, of the 2019 Wastewater Facility Plan Update.
4.4.2 Equivalent Residential Units
From the above information, the current ERUs and projected ERUs for the planning period were
calculated. The ERUs were calculated based on the demand capacities and the average day flow
of 200 gallons per day per ERU. Table 4-3 summarizes the current ERUs and projected ERUs. The
impact fee is calculated separately for the treatment and collection functions of the sewer
system. The City has an interlocal agreement with Evergreen Water and Sewer District to provide
treatment services only as Evergreen does not receive any collection services from the City.
Development of the Wastewater Impact Fees 22
City of Kalispell – Water, and Wastewater Impact Fee Study
Table 4-3 Summary of the Planning Criteria for ERU Calculation[1]
Planning Criteria
Description
Treatment Collection[2]
Existing Plant Capacity (mgd)[3] 2.81 2.43
Existing ERUs 14,050 12,150
Future Plant Capacity (mgd) 2.59 2.17
Average Peak Day Flow per ERU 12,950 10,825
Total Plant Capacity (mgd)[4] 5.40 4.60
Total ERUs 27,000 22,975
[1] Based on 200 gpd/ERU (Capacity / 200 gpd = ERUs)
[2] Collection does not include Evergreen with a ceiling demand of 0.805 mgd.
[3] 2018 existing average day demand of 2.81 mgd, less Evergreen of 0.38 mgd for collection (2.81-0.38=2.43)
[4] Based on total plant capacity of 5.40 mgd, less Evergreen ceiling for collection (5.40-.0815=4.60).
The total capacity of 5.4 mgd divided by 200 gallons per ERU is a total City existing and future
ERUs of 27,000 ERUs. The existing average day flow is 2.81 mgd or existing ERUs of 14,050
(2.81/200 gallons per day = 14,050 ERUs). This results in 12,950 future ERUs.
Detail of the development of the ERU calculation is shown in Technical Appendix B. Once the
ERUs are developed the focus shifts to the calculation of the impact fee for each plant component
of treatment and collection. This aspect of the analysis is discussed below.
4.4.3 Calculation of the Wastewater Impact Fees
The next step of the analysis is to review each major functional component of plant in service for
treatment and collection and determine the wastewater impact fee for that component. In
calculating the impact fee for the City a number of infrastructure and cost components were
reviewed. These included the City’s existing infrastructure components, annual debt service for
the existing facilities, and the future expansion-related capital improvements, which were all
separated for treatment or collection functions. Overall, the general methodology used to
calculate each component of the wastewater impact fee was the combined method. In this
calculation the existing and future assets are divided by the total ERUs for the projected time
period and the result is the total net allowable impact fee.
EXISTING OR REIMBURSEMENT COMPONENT – To calculate the value of the existing assets, the City’s
methodology considered the original cost of each asset. The City provided a detailed asset listing,
as of June 2018, for the various existing components and their installation date. The original cost
of the asset was then adjusted to a current cost value. To accomplish this, the original cost of
each asset was escalated to current July 2019 dollars, based on the Engineering News Record
(ENR) Construction Cost Index (CCI) for the 20-City average. This amount was reduced by the
amount that was contributed by developers or grants. Those wastewater improvements that
Development of the Wastewater Impact Fees 23
City of Kalispell – Water, and Wastewater Impact Fee Study
were funded through tax increment financing (TIF), grants and special improvement districts (SID)
were also excluded from the analysis.
Given the value of the asset, the next step was to determine the portion of the project costs that
were deemed eligible to be included in the calculation of the impact fee. The term impact fee
eligible simply describes the amount of the asset to be included within the calculation of the fee.
Within this study, vehicles and general plant assets were not considered capacity related, and
were not included in the impact fee calculation. All remaining assets were considered to be 100%
eligible. Total existing treatment assets at current cost was $49.9 million and total existing
collection assets at current cost was $21.7 million. The value of the treatment existing assets
(net of contributions, grants, etc.) was divided by the total existing and future ERUs of 27,000.
The value of the collection existing assets (net of contributions, grants, et.) was divided by the
total existing and future ERUs of 22,975. A summary of the existing treatment and collection
assets valuation can be seen on Exhibit 1 of Technical Appendix B.
In addition to existing assets, work in progress projects were included that were not completed
and booked as an asset, and yet also were not included in the future capital improvement plan.
The total eligible treatment work in progress amounts to $3,163 dollars, divided by the total
existing and future ERUs of 27,000, for a total of $0/ERU. The total eligible collection work in
progress amounts to $14.1 million, divided by the total existing and future collection ERUs of
22,975, for a total of $617/ERU.
As described below (see Debt Service Component discussion), the remaining principal portion of
the debt associated with the assets was deducted from the total eligible asset value prior to
calculating the impact fee. This inclusion of a debt service credit avoids double charging the
customer for the asset value in the existing or reimbursement component of the impact fee, and
also in the debt service component of the rates.
DEBT SERVICE COMPONENT - In addition to the reimbursement component, a debt service
component was also developed. This component accounts for the principal on existing assets.
By segregating the debt service out, the cost can be clearly identified and calculated
appropriately. To avoid double-counting of the assets financed with debt, the future principal
associated with those assets was deducted from the existing infrastructure value.
The City has two outstanding issue for the treatment system, the Treatment Digester Lid SRF
loan, and the Treatment Improvement 2012 Refunding SRF bond. The City’s total outstanding
principal for these two issues is $8.2 million, divided by total existing and future ERUs of 27,000,
results in a $304/ERU debt credit for treatment. The collection system has three outstanding
loans. The two Westside Interceptor loans of $7 million apiece, for a total of $14.0 million, and
the Highway 93 S. 2012 Refunding SRF loan for $1 million. The City’s total outstanding principal
for these three issues is $13.1 million, divided by total existing and future ERUs of 22,975, results
in a $572/ERU debt credit for collection. Details of the debt service are shown in Exhibit 4, of
Technical Appendix B.
FUTURE COMPONENTS – An important requirement for an impact fee study is the connection
between the anticipated future growth on the system and the needed facilities required to
Development of the Wastewater Impact Fees 24
City of Kalispell – Water, and Wastewater Impact Fee Study
accommodate that growth. For purposes of this study, the City’s most current Capital
Improvement Plan was provided. City staff reviewed the existing capital improvement plan (CIP)
and updated the projects necessary to meet demand for the sewer system were included in the
CIP.
The total impact fee eligible future projects, included in the fee at this time, for treatment totaled
$31.8 million, of which $18.9 million was included in the fee. The total impact fee eligible future
projects, included in the fee at this time, for collection totaled $31.8 million, of which $22.0
million was included in the fee. The total dollars per ERU for the future component is $1,467 per
ERU for treatment, and $2,039 per ERU for collection.
Table 4-4 Summary of Future Growth Related Capital Improvement Projects (in $1,000s)
Plant Component
Estimated
Cost
% Growth
Related
$ Growth
Related
Growth ERUs $ / ERU
Treatment
Two Clarifiers $8,108 100% $8,108
EQ Basin 2,818 100% 2,818
Primary Digester 7,188 33% 2,372
DAFT Units 1,965 45% 1,965
Composting Facility 8,487 39% 3,310
Sidestream Treatment 2,520 45% 1,134
Chemical Room Modif. 377 45% 169
Digester Chem. Feed 121 45% 54
Influent Pipe & Diversion 221 66% 145
Total Treatment $31,806 $18,997 12,950 $1,467
Collection
Lift Station #4 $4,073 46% $1,873
Bluestone Upsize 187 56% 105
Westside Interceptor 3,936 100% 3,936
Lift Station #9 1,738 84% 1,460
Rose Crossing West 2,081 50% 1,040
West Reserve Drive 5,373 50% 2,686
West Spring Creek Road 3,484 50% 1,742
Lift Station #36 3,083 68% 2,096
#55 Westside Inter.Three Mile 2,934 100% 2,934
#74 Grandview 1,314 46% 604
#92 R/R Upsize WWTP 169 66% 111
Misc. Contract Upsize 3,483 100% 3,483
Total Collection $31,860 $22,076 10,825 $2,039
Development of the Wastewater Impact Fees 25
City of Kalispell – Water, and Wastewater Impact Fee Study
4.5 Net Allowable Wastewater Impact Fee
The methodology used to establish the wastewater impact fee is the same combined approach
as the water impact fee. Under Montana statute, an impact fee may include a fee for the
administration of the impact fee not to exceed 5% of the impact fee collected. In calculating the
City’s wastewater impact fee, an administration component of 5% was added to the impact fee.
Based on the sum of the component costs calculated above, the net allowable wastewater impact
fee is $6,346. The treatment impact fee portion is $3,164 and the collection impact fee portion
is $3,182 per ERU. A summary of this calculation is shown below in Table 4-5.
Table 4-5 Calculated Wastewater Impact Fee by Component (1 ERU)
Plant Component
Impact Fee by Component
$/ ERU
Treatment Impact Fee
Existing Plant $49,964
Plus: Work in Progress 3
Less: Outstanding Debt Principal (8,203)
Total Net Existing Plant $41,764
Total Existing and Future ERUs 27,000
Total Existing Plant per ERU $1,547
Total Future Plant $18,997
Future ERUs 12,950
Total Future Plant per ERU $1,467
Total Existing and Future per ERU $3,014
Plus Administration Charge at 5% 150
Total Treatment Impact Fee $3,164
Collection Impact Fee
Existing Plant $21,745
Plus: Work in Progress 14,184
Less: Outstanding Debt Principal (13,135)
Total Net Existing Plant $22,794
Total Existing and Future ERUs 22,975
Total Existing Plant per ERU $991
Total Future Plant $22,076
Future ERUs 10,825
Total Future Plant per ERU $2,039
Total Existing and Future per ERU $3,030
Plus Administration Charge at 5% 152
Total Collection Impact Fee $3,182
Total Combined Wastewater Impact Fee per ERU $6,346
Development of the Wastewater Impact Fees 26
City of Kalispell – Water, and Wastewater Impact Fee Study
The calculated sewer impact fee of $6,346 compares to the City’s present impact fee of $5,757
per ERU, or an increase of $589/ERU. Technical Appendix B, details the calculation of the net
allowable impact fee.
4.6 Implementation of the Sewer Impact Fee
The impact fee is determined by multiplying the number of ERUs times the amount of the impact
fee per ERU. The impact fee is implemented by the type of building and sewer per ERU. For
residential customers, all single family and townhouses are assessed 1 ERU per unit, and duplexes
0.80 ERU per living unit. A tiny house unit 400 square feet or less as defined by State code, are
assessed 0.80 ERU. Details of the ERU, per type of building is in Technical Appendix C.
4.7 Key Assumptions
In developing the impact fees for the City’s sewer system, a number of key assumptions were
utilized. These are as follows:
x The City provided the planning criteria based on land use planning assumption and the
recent WWFPU.
x The methodology used is the combined methodology. The existing (reimbursement) and
future (incremental) component are added together for a net allowable fee.
x The City’s asset records from June 2018 were used to determine the existing plant assets,
as appropriate.
x The assets were brought to current costs based on the July 2019 ENR-CCI.
x The City provided the CIP for future improvements from their most recent capital
improvement plan, through 2030.
x The City determined and/or reviewed the portion of future improvements that were
growth related.
4.8 Advisory Committee Review
Under Montana law (7-6-1604), the calculated impact fees must be reviewed by an impact fee
advisory committee. The City has convened an impact fee advisory committee for this specific
purpose. The role of the advisory committee is to serve in an advisory capacity to the City Council.
The advisory committee reviews and monitors the process of calculating, assessing and spending
impact fees. Ultimately, the City Council is the governing body responsible for determination of
and adoption of the final wastewater impact fees.
4.9 Consultant’s Recommendations and Adoption Considerations
Based on our review and analysis of the City’s sewer system, HDR recommends:
9 The City should adopt wastewater impact fees for new connections to the sewer system
that are no greater than the net allowable impact fees as set forth in this report.
9 The City as a matter of policy may adopt a wastewater impact fee which is less than the
calculated fees as shown in this report, but in doing so , the City will be sharing some
portion of development impact costs with existing wastewater utility rate payers.
9 The City should adjust the impact fee each year by an escalation factor to reflect the cost
of interest and inflation (e.g., ENR CCI). This method of escalating the City’s impact fee
Development of the Wastewater Impact Fees 27
City of Kalispell – Water, and Wastewater Impact Fee Study
should be used for no more than a four-year period. After this time period, as required
by Montana law, the City should update the fees based on the actual cost of infrastructure
and any new planned facilities contained in an updated master plan, capital improvement
plan or rate study.
9 The City should update the actual calculations for the wastewater impact fees at such
time when a new wastewater capital improvement plan, facilities plan, comprehensive
system plan, or a comparable plan is approved or updated by the City, when a major
infrastructure project is completed, or every five years as deemed by Montana Code law.
4.10 Summary
The City’s wastewater impact fee developed and presented in this section of the report are based
on the planning and engineering design criteria of the City’s sewer system, the value of the
existing assets, future capital improvements, and generally accepted ratemaking principles.
Adoption of the calculated net allowable impact fee will create equitable and cost-based fees for
new customers connecting to the City’s sewer system.
Appendix A - Water Impact Fees
City of Kalispell - Water
Exhibit 1
Summary of the Impact Fee Calculation Per ERU
System Description
Impact Fee Eligible at
Current Cost (1)
Equivalent Residential
Units (2)
Impact Fee at Current Cost
$ Impact Fee per ERU
Component Existing and Future ERUs Existing Impact Fee per ERU
Existing Plant Assets
Source of Supply $23,529,296 15,143 $1,554
Storage 11,486,842 15,143 759
Transmission and Distribution 34,935,637 15,143 2,307
General Plant 0 15,143 0
Total Existing Plant Assets $69,951,775 $4,620
Less: Outstanding Debt Principal (4)($5,747,153)15,143 ($380)
Plus: Work in Progress (3)
Source of Supply $1,413,293 15,143 $93
Pumping 0 0
Storage 0 0
Transmission and Distribution 38,052 15,143 3
General Plant 0 0
Total Work in Progress $1,451,345 $96
Total Net Existing Plant $65,655,967 $4,336
Future Plant (5)Future ERUS Future Impact Fee per ERU
Source of Supply $3,854,213 $255
Storage 6,398,812 423
Transmission and Distribution 12,107,014 1,407
General Plant 0 0
Total Future Plant $22,360,039 $2,084
$6,420
321
$6,741
NOTES:
(1) Current cost based on specific "in service" date of asset and July 1, 2019 Engineering News Record, 20 City construction cost index.
(2) Existing and future equivalent dwelling units. See Exhibit 3.
(3) Work in progress balance as of July 1, 2019. See Exhibit 6.
(4) Principal balance as of July 1, 2019. See Exhibit 4.
(5) Future CIP, based on growth related project, and ERUs. See Exhibit 5.
IMPACT FEE PER ERU
PLUS: ADMINISTRATIVE FEE
TOTAL IMPACT FEE PER ERU
Page 1 of 30
City of Kalispell - Water
Exhibit 2
Summary of the Impact Fee Calculation
Component Existing Future
2019
Calculated
Impact Fee Current Fee
Extensions
Not Included
2013
Calculated
Impact Fee $ Change
Source of Supply $1,647 $255 $1,902
Storage 759 423 1,182
Transmission & Distribution 2,310 1,407 3,717
General Plant 0 0 0
Debt Service Credit (380) 0 (380)
Total $4,336 $2,084 $6,420 $2,445 $3,531 $5,976 $444
Plus: Administration Cost Fee of 5%217 104 321 122 177 299 22
Total Impact Fee $4,553 $2,188 $6,741 $2,567 $3,708 $6,275 $466
Page 2 of 30
City of Kalispell - Water
Exhibit 3
Development of the Equivalent Residential Units
ERU = Equivalent Residential Unit
Total Average Day (1)350
Peak Day Factor (1)3.00
Peak gallons per day 1,050
Total MDD Demand Projections (2)15.90
Peak Day Demand gpd 1,050
Estimated ERUs 15,143
Existing
Peak Day (mgd) (3)12.15
Existing 11,571
Total Existing ERUs 11,571
Future
Peak Day (mgd)3.75
Future 3,571
Total Future ERUs (4)3,571
Total mgd 15.90
Total Existing and Future ERUs 15,143
Total Existing and Future ERUs 15,143
(1) Single family residential gpd of 350. Kalispell 2018 Water Facility Plan.
(2) Land use projection method. Kalispell 2018 Water Facility Plan.
Max Day Demand (MDD) for 2033 = 15.90 mgd
(3) 2018 Existing Average Day Demand (ADD) 4.05 mgd X 3.0 peaking factor = 12.15 mgd.
(4) 15.90 mgd - 12.15 mgd = 3.75 mgd/1,050 peak gallons per ERU = Future ERUs.
Page 3 of 30
City of Kalispell - Water
Exhibit 4
Development of Outstanding Debt Principal
I. Debt Status:
Interest Rate Variable 2% 9 Year 2.25% 15 Year 2.5%20 Year 2.5%20 Year
Principal $1,840,000 $404,000 $1,340,000 $1,974,989 $2,674,000
Total
II. Year Principal Interest Total Principal Interest Total Principal Interest Total Principal Interest Total Principal Interest Total
Principal
Payment
2019-20 $75,000 $19,643 $94,643 $50,000 $1,270 $51,270 $89,000 $16,831 $105,831 $80,126 $45,053 $125,179 $51,933 $33,425 $85,358 $346,059
2020-21 75,000 16,005 91,005 26,000 260 26,260 91,000 14,816 105,816 82,352 43,040 125,392 105,821 64,894 170,715 380,173
2021-22 80,000 12,368 92,368 0 0 0 93,000 12,758 105,758 85,319 40,963 126,282 108,483 62,232 170,715 366,802
2022-23 85,000 8,488 93,488 0 0 0 95,000 10,654 105,654 87,545 38,811 126,356 111,212 59,503 170,715 378,757
2023-24 90,000 4,365 94,365 0 0 0 97,000 8,506 105,506 89,029 36,623 125,652 114,010 56,706 170,716 390,039
2024-25 0 0 0 0 0 0 99,000 6,311 105,311 90,513 34,378 124,891 116,878 53,838 170,716 306,391
2025-26 0 0 0 0 0 0 102,000 4,062 106,062 92,739 32,106 124,845 119,818 50,897 170,715 314,557
2026-27 0 0 0 0 0 0 104,000 1,755 105,755 95,706 29,769 125,475 122,833 47,883 170,716 322,539
2027-28 0 0 0 0 0 0 0 0 0 98,674 27,358 126,032 125,923 44,793 170,716 224,597
2028-29 0 0 0 0 0 0 0 0 0 101,642 24,873 126,515 129,090 41,625 170,715 230,732
2029-30 0 0 0 0 0 0 0 0 0 103,867 22,313 126,180 132,338 38,378 170,716 236,205
2030-31 0 0 0 0 0 0 0 0 0 106,093 19,707 125,800 135,667 35,049 170,716 241,760
2031-32 0 0 0 0 0 0 0 0 0 109,061 17,036 126,097 139,080 31,636 170,716 248,141
2032-33 0 0 0 0 0 0 0 0 0 113,512 14,282 127,794 142,578 28,137 170,715 256,090
2033-34 0 0 0 0 0 0 0 0 0 116,480 11,425 127,905 146,165 24,551 170,716 262,645
2034-35 0 0 0 0 0 0 0 0 0 119,447 8,495 127,942 149,842 20,874 170,716 269,289
2035-36 0 0 0 0 0 0 0 0 0 123,157 5,490 128,647 153,612 17,104 170,716 276,769
2036-37 0 0 0 0 0 0 0 0 0 126,891 1,745 128,636 157,476 13,240 170,716 284,367
2037-38 0 0 0 0 0 0 0 0 0 0 0 0 161,437 9,278 170,715 161,437
2038-39 0 0 0 0 0 0 0 0 0 0 0 0 165,499 5,217 170,716 165,499
2039-40 0 0 0 0 0 0 0 0 0 0 0 0 84,305 1,054 85,359 84,305
2040-41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total $405,000 $60,868 $465,868 $76,000 $1,530 $77,530 $770,000 $75,693 $845,693 $1,822,153 $453,467 $2,275,620 $2,674,000 $740,314 $3,414,314 $5,747,153
Notes:
[1] Debt service schedules provided by City.
4 Mile Drive Transmission
2004 Water Revenue Refunding 2012 Water Refunding SRF 2012 Water Refunding WRF-B 2017 WRF - Water 2020 SRF Loan (Estimate)
Main & Idaho Water Well 4th Ave E-Water93 South Project
Page 4 of 30
City of Kalispell - Water
Exhibit 5
Development of Future Capital Improvements
Total
Description
WIP
Exhibit 5 FY2020 FY2021 FY2022 FY2023 FY2024 FY2025 FY2026 FY2027 FY2028 FY2029 FY2030
Estimated Cost
(2019) (1)
Growth
ERUs $/ERU
Growth Related Projects
T & D W-M-01 Four Mile Transmission Main (Phase 1)$38,052 $2,689,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,689,000 100%$2,689,000 15,143 $178
T & D W-M-02 West Reserve Transmission Main (Phase 1)0 0 0 0 654,518 0 0 0 0 0 0 0 654,518 100%654,518 15,143 43
T & D W-M-03 Southeast Transmission Main W-M-03 0 0 0 0 0 2,943,236 0 0 0 0 0 0 2,943,236 0%0
T & D W-M-04 Southwest Transmission Main W-M-04 0 0 0 0 0 0 0 0 0 0 0 2,982,898 2,982,898 56%1,670,423 15,143 110
T & D W-M-06 3rd Avenue Transmission Main 0 0 0 0 0 0 3,172,808 0 0 0 0 0 3,172,808 0%0
T & D W-M-07 1st Avenue West Connection 0 0 0 0 0 146,605 0 0 0 0 0 0 146,605 56%82,099 3,571 23
T & D W-M-08 South Main Street Transmission Main 0 0 0 0 0 0 0 0 0 0 466,202 0 466,202 56%261,073 3,571 73
T & D W-M-10 Buffalo Hill Backbone Transmission Main 0 0 0 0 0 0 0 0 2,330,357 0 0 0 2,330,357 100%2,330,357 15,143 154
T & D W-M-11 US Highway 2 Transmission Main 0 0 0 0 0 0 0 0 0 4,860,408 0 0 4,860,408 0%0
T & D W-M-12 Four Mile Transmission Main (Phase 2)0 0 0 0 0 0 0 0 0 1,924,651 0 0 1,924,651 100%1,924,651 15,143 127
T & D W-M-14 West Reserve Transmission Main (Phase 2)0 0 0 0 0 0 0 0 0 0 5,209,043 0 5,209,043 0%0
T & D W-M-17 12th Street East Transmission Main 0 0 0 0 0 0 0 0 0 452,103 0 0 452,103 0%0
Storage W-T-01 1 MG Elevated Water Storage Tank 0 447,917 5,950,895 0 0 0 0 0 0 0 0 0 6,398,812 100%6,398,812 15,143 423
Supply W-W-01 Northwest Well #1 0 0 1,730,436 0 0 0 0 0 0 0 0 0 1,730,436 100%1,730,436 15,143 114
Supply W-W-01 Northwest Well #2 0 0 0 0 0 0 0 1,938,777 0 0 0 0 1,938,777 100%1,938,777 15,143 128
Supply W-EX-147 Construct Grossweiler Well 1,413,293 185,000 0 0 0 0 0 0 0 0 0 0 185,000 100%185,000 15,143 12
T & D W-GD-01 New Meters (Ex. City Project)0 45,600 46,512 47,442 48,391 49,359 50,346 51,353 52,380 53,428 54,496 55,586 554,893 100%554,893 3,571 155
T & D W-GD-02 Misc. Contract Main Upsize 0 440,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 1,940,000 100%1,940,000 3,571 543
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Total Growth Related Projects $1,451,345 $3,807,517 $7,877,843 $197,442 $852,909 $3,289,200 $3,373,154 $2,140,130 $2,532,737 $7,440,590 $5,879,741 $3,188,484 $40,579,747 $22,360,039 $2,084
Total Capital Improvements $3,807,517 $7,877,843 $197,442 $852,909 $3,289,200 $3,373,154 $2,140,130 $2,532,737 $7,440,590 $5,879,741 $3,188,484 $40,579,747 $22,360,039 $2,084
Supply Source of Supply $3,854,213 $255
Storage 6,398,812 423
Storage Trans. and Distribution 12,107,014 1,407
Notes:T & D General Plant 0 0
(1) Based on City information for capital plan.General Plant $22,360,039 $2,084
(2) Impact fee eligible based on City input.
% Impact Fee Eligible
(2)
Page 5 of 30
City of Kalispell - Water
Exhibit 6
Construction Work in Progress Projects
Total
Description
Estimated Cost
(2019) (1)
T & D 1st Ave WN Water Distribution Imprvmnt Project (W-RR-02)$409,787 0%$0
T & D Four Mile Transmission Main Phase 1 (W-M-01)38,052 100%38,052
Supply Section 36 Well (aka Grossweiler Well) (W-EX-147)1,413,293 100%1,413,293
General Shop Complex Pavement Restoration (water construction in Progress Portion 33,622 0%0
Total Capital Improvements $1,894,754 $1,451,345
Supply Source of Supply $1,413,293
Pumping Pumping 0
Storage Storage 0
T & D Trans. and Distribution 38,052
General General Plant 0
$1,451,345
Notes:
(1) Based on City information for capital plan.
(2) Impact fee eligible based on City input.
% Impact Fee Eligible (2)
Page 6 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains 3180' 20' CAST IRON 1/1/1911 10,838 121.43 1,316,077 100% 10,838 1,316,077
Source of Supply Lawrence Park LAWRENCE PARK PUMP & SPRINGHOUSE 7/1/1913 112,024 112.93 12,650,690 100% 112,024 12,650,690
Source of Supply Lawrence Park LAWRENCE PARK WELL 7/1/1913 9,835 112.93 1,110,647 100% 9,835 1,110,647
Storage Storage 1914 RESERVOIR #1 PROPERTY 5/5/1914 715 126.89 90,723 100% 715 90,723
Storage Storage RESERVOIR #1 - 1,750,000 GALLONS 11/23/1914 24,031 126.89 3,049,210 100% 24,031 3,049,210
T&D Mains 3804' 18' CAST IRON 1/1/1924 27,348 52.52 1,436,458 100% 27,348 1,436,458
T&D Mains 1776' 16' CAST IRON 1/1/1924 11,350 52.52 596,133 100% 11,350 596,133
T&D Mains 18691'8' CAST IRON 7/1/1924 47,433 52.52 2,491,377 100% 47,433 2,491,377
T&D Mains 11553'6' CAST IRON 1/1/1925 21,604 54.55 1,178,591 100% 21,604 1,178,591
Source of Supply Property LAND, LOT 4,BLK 65 CITY HALL B125 8/19/1926 3,700 54.29 200,882 100% 3,700 200,882
T&D Mains 13169'6' CAST IRON 1/1/1930 21,429 55.63 1,192,077 100% 21,429 1,192,077
T&D Mains 10853'6' CAST IRON 1/1/1935 18,463 57.62 1,063,767 100% 18,463 1,063,767
Source of Supply Noffsinger 1935 NOFFIGNER 53 ACRES 10/24/1935 1,500 57.62 86,424 100% 1,500 86,424
T&D Mains 15678'6' CAST IRON 1/1/1938 31,310 47.85 1,498,192 100% 31,310 1,498,192
Source of Supply Property 1939 MONTEATH 9.7 ACRES 10/16/1939 650 47.85 31,103 100% 650 31,103
T&D Mains 11019'6' CAST IRON 1/1/1948 3,668 24.50 89,842 100% 3,668 89,842
T&D Mains 3145' 4' CAST IRON 1/1/1948 11,624 24.50 284,756 100% 11,624 284,756
T&D Mains 1452' 6' CAST IRON 1/1/1950 5,477 22.14 121,281 100% 5,477 121,281
Source of Supply Depot Park DEPOT PARK PUMPHOUSE 7/1/1951 3,000 20.80 62,391 100% 3,000 62,391
Source of Supply Depot Park DEPOT PUMPHOUSE-ELECTRICAL & METER 7/1/1951 3,780 20.80 78,613 100% 3,780 78,613
Source of Supply Depot Park DEPOT PUMP #1 100HP 7/1/1951 4,644 20.80 96,582 100% 4,644 96,582
T&D Mains 630' 20' CAST IRON 1/1/1952 10,110 19.85 200,647 100% 10,110 200,647
T&D Mains 969' 18' CAST IRON 1/1/1952 14,578 19.85 289,326 100% 14,578 289,326
Storage Storage 1952 RESERVOIR #2 PROPERTY 5/23/1952 1 19.85 20 100%1 20
Storage Storage RESERVOIR #2 - 2,700,000 GALLONS 9/30/1952 73,691 19.85 1,462,529 100% 73,691 1,462,529
T&D Mains 109' 1 1/2' COPPER 1/1/1954 492 17.98 8,843 100% 492 8,843
T&D Hydrant HYDRANTS (558 ORG-$490,048) 207 REMAINING 7/1/1954 162,806 17.98 2,927,595 0%0 0
Source of Supply Buffalo Hill 4' PUMP/50 HP MOTOR (SM. BOOSTER)11/24/1954 4,870 17.98 87,573 100% 4,870 87,573
T&D Mains 6274' 6' CAST IRON 1/1/1955 29,235 17.11 500,226 100% 29,235 500,226
T&D Mains 1266' 8' STEEL 1/1/1956 7,939 16.32 129,553 100% 7,939 129,553
Source of Supply Northridge 1956 NORTHRIDGE WELL SITE 3/30/1956 10 16.32 163 100%10 163
Source of Supply Depot Park DEPOT PARK WELL 6/30/1956 38,307 16.32 625,127 100% 38,307 625,127
Source of Supply Northridge NORTHRIDGE HEIGHTS PUMP SITE 9/9/1956 10 16.32 163 100%10 163
T&D Mains 62' 4' CAST IRON 1/1/1957 321 15.60 5,007 100% 321 5,007
Storage Storage RESERVOIR COVERS 9/30/1957 59,087 15.60 921,633 100% 59,087 921,633
T&D Mains 1884' 6' CAST IRON 1/1/1958 10,103 14.88 150,315 100% 10,103 150,315
Source of Supply Buffalo Hill BUFFALO HILL STANDPIPE-100,000 GAL.6/30/1958 47,118 14.88 701,050 100% 47,118 701,050
T&D Mains 5245' 8' CAST IRON 1/1/1959 36,994 14.17 524,177 100% 36,994 524,177
T&D Mains 1840' 2' COPPER 1/1/1959 10,139 14.17 143,662 100% 10,139 143,662
Source of Supply Buffalo Hill BUFFALO HILL-SMALL BOOSTER STATION 7/1/1959 2,150 14.17 30,464 100% 2,150 30,464
Source of Supply Lawrence Park LAWRENCE PARK PUMP #3 100HP & MOTOR 7/1/1959 7,786 14.17 110,314 100% 7,786 110,314
T&D Mains 2122' 6' CAST IRON 1/1/1960 12,007 13.70 164,553 100% 12,007 164,553
T&D Mains 1381' 4' CAST IRON 1/1/1960 7,814 13.70 107,091 100% 7,814 107,091
T&D Mains 1098' 12' CAST IRON 1/1/1961 17,964 13.33 239,513 100% 17,964 239,513
T&D Mains 4720' 8' CAST IRON 1/1/1962 35,749 12.95 462,967 100% 35,749 462,967
T&D Mains 5871' 6' CAST IRON 1/1/1962 34,740 12.95 449,894 100% 34,740 449,894Page 7 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Source of Supply Lawrence Park LAWRENCE PARK PUMP #2 75HP & MOTOR 7/1/1964 3,302 12.06 39,838 100% 3,302 39,838
T&D Mains 3225' 12' CAST IRON 1/1/1965 55,102 11.63 640,837 100% 55,102 640,837
T&D Mains 2451' 6' CAST IRON 1/1/1965 14,956 11.63 173,941 100% 14,956 173,941
Source of Supply Armory ARMORY WELL PUMPHOUSE 7/1/1965 2,745 11.63 31,922 100% 2,745 31,922
Source of Supply Armory ARMORY WELL PUMP/MOTOR 150 HP 7/1/1965 7,293 11.63 84,818 100% 7,293 84,818
Source of Supply Armory ARMORY WELL FLOW METER 7/1/1965 1,972 11.63 22,935 100% 1,972 22,935
Source of Supply Buffalo Hill ELEVATED TANK BLDG EQUIP.7/1/1965 111,970 11.63 1,302,221 100% 111,970 1,302,221
Source of Supply Lawrence Park LAWRENCE PARK - FURNACE 7/1/1965 2,129 11.63 24,760 100% 2,129 24,760
T&D Mains 554' 8' CAST IRON 1/1/1966 4,353 11.08 48,245 100% 4,353 48,245
Source of Supply Armory ARMORY WELL 6/30/1966 34,252 11.08 379,587 100% 34,252 379,587
Source of Supply Lawrence Park LAWRENCE PARK PUMP #1 150HP & MOTOR 7/1/1966 4,025 11.08 44,606 100% 4,025 44,606
T&D Mains 590' 8' CAST IRON 1/1/1967 4,692 10.51 49,336 100% 4,692 49,336
T&D Mains 144' 4' CAST IRON 1/1/1967 895 10.51 9,407 100% 895 9,407
T&D Mains Contributed 2200' 8',425' 6' AC PIPE-SID 306 *1/26/1967 13,456 10.51 141,481 0%0 0
Source of Supply Armory TELEMETRY SYSTEM 2/15/1967 30,140 10.51 316,916 100% 30,140 316,916
T&D Mains 1157' 12' ASBESTOS CEMENT 1/1/1968 19,871 9.78 194,287 100% 19,871 194,287
T&D Mains 2795' 8' ASBESTOS CEMENT 1/1/1968 17,465 9.78 170,757 100% 17,465 170,757
T&D Mains 1059' 6' ASBESTOS CEMENT 1/1/1968 10,176 9.78 99,494 100% 10,176 99,494
T&D Mains 3724' 8' ASBESTOS CEMENT 1/1/1969 24,327 8.90 216,487 100% 24,327 216,487
T&D Mains 7021' 6' ASBESTOS CEMENT 1/1/1969 45,023 8.90 400,660 100% 45,023 400,660
T&D Mains Contributed 1830' 6' PIPE SID 312 *5/15/1969 18,588 8.90 165,416 0%0 0
T&D Mains 1635' 8' ASBESTOS CEMENT 1/1/1970 13,518 8.18 110,537 100% 13,518 110,537
T&D Mains 3728' 6' ASBESTOS CEMENT 1/1/1970 24,080 8.18 196,905 100% 24,080 196,905
T&D Mains Contributed 1070' 8' AC; 558' 6' AC -SID 313 *8/15/1970 18,245 8.18 149,194 0%0 0
T&D Mains 1866' 6' ASBESTOS CEMENT 1/1/1971 13,267 7.14 94,761 100% 13,267 94,761
Source of Supply Lawrence Park LAWRENCE PARK CHLORINE INJECTOR 7/1/1971 1,073 7.14 7,663 100% 1,073 7,663
T&D Mains 858' 10' ASBESTOS CEMENT 1/1/1972 10,385 6.44 66,902 100% 10,385 66,902
T&D Mains 1070' 8' ASBESTOS CEMENT 1/1/1972 9,419 6.44 60,678 100% 9,419 60,678
T&D Mains 2122' 6' ASBESTOS CEMENT 1/1/1972 15,213 6.44 98,000 100% 15,213 98,000
T&D Mains AIRPORT - 8' MAIN 7/1/1972 40,419 6.44 260,377 100% 40,419 260,377
T&D Mains 5674'16''ASBESTOS CEMENT-FY07 REPLAC 1/1/1973 41,999 5.96 250,281 100% 41,999 250,281
T&D Mains 2318' 14' ASBESTOS CEMENT 1/1/1973 49,764 5.96 296,555 100% 49,764 296,555
T&D Mains 1769' 12' CAST IRON 1/1/1973 36,636 5.96 218,324 100% 36,636 218,324
T&D Mains 1592' 12' ASBESTOS CEMENT 1/1/1973 31,899 5.96 190,096 100% 31,899 190,096
T&D Mains 316' 10' ASBESTOS CEMENT 1/1/1973 3,980 5.96 23,718 100% 3,980 23,718
T&D Mains 217' 8' CAST IRON 1/1/1973 2,065 5.96 12,304 100% 2,065 12,304
T&D Mains 50' 8' ASBESTOS CEMENT 1/1/1973 458 5.96 2,729 100% 458 2,729
T&D Mains 2589' 6' ASBESTOS CEMENT 1/1/1973 18,527 5.96 110,409 100% 18,527 110,409
T&D Mains 743' 6' CAST IRON 1/1/1973 5,523 5.96 32,913 100% 5,523 32,913
T&D Mains 178' 6' ASBESTOS CEMENT 1/1/1973 1,274 5.96 7,591 100% 1,274 7,591
T&D Mains 69' 4' CAST IRON 1/1/1973 513 5.96 3,057 100% 513 3,057
T&D Mains 5930' 8' ASBESTOS CEMENT 1/15/1973 54,318 5.96 323,695 100% 54,318 323,695
T&D Mains Contributed 3097' 12' AC, 8' 8', 76' 6'-SID 315 1/14/1974 78,563 5.59 439,208 0%0 0
Source of Supply Buffalo Hill BUFFALO HILL MAIN BOOSTER STATION 7/1/1974 22,679 5.59 126,787 100% 22,679 126,787
Source of Supply Buffalo Hill BUFFALO HILL BOOSTER PUMP/MOTOR #1 7/1/1974 0 5.59 0 100%0 0
Source of Supply Buffalo Hill BUFFALO HILL BOOSTER PUMP/MOTOR #2 7/1/1974 0 5.59 0 100%0 0Page 8 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Source of Supply Buffalo Hill BUFFALO HILL BOOSTER PUMP/MOTOR #3 7/1/1974 0 5.59 0 100%0 0
T&D Mains 4334' 6' ASBESTOS CEMENT 1/1/1975 48,189 5.11 246,015 100% 48,189 246,015
Source of Supply Armory ARMORY WELL-BAKER MUESCO VALVE 7/1/1975 4,995 5.11 25,501 100% 4,995 25,501
T&D Mains 3097' 12' ASBESTOS CEMENT 1/1/1976 103,560 4.70 487,079 100% 103,560 487,079
T&D Mains 414' 12' CAST IRON 1/1/1976 410 4.70 1,930 100% 410 1,930
T&D Mains 2196' 12' CAST IRON 1/1/1976 10,883 4.70 51,185 100% 10,883 51,185
T&D Mains 3682' 8' ASBESTOS CEMENT 1/1/1976 55,846 4.70 262,664 100% 55,846 262,664
T&D Mains 845' 6' ASBESTOS CEMENT 1/1/1976 10,013 4.70 47,094 100% 10,013 47,094
T&D Mains 922' 6' ASBESTOS CEMENT 1/1/1977 12,400 4.38 54,360 100% 12,400 54,360
Source of Supply Buffalo Hill B.H. WELL PUMPHOUSE+TURBINE PUMP 7/1/1979 107,930 3.76 405,871 100% 107,930 405,871
Source of Supply Buffalo Hill BUFFALO HILL WELL 9/30/1979 94,577 3.76 355,659 100% 94,577 355,659
T&D Mains IDAHO STREET WATER LINE IMPROVMENTS 7/1/1981 79,872 3.19 255,157 100% 79,872 255,157
T&D Mains Contributed SID 328 (PARTIAL) *7/1/1982 24,646 2.95 72,764 0%0 0
Source of Supply Buffalo Hill BUFFALO HILL WELL TO RESERVOIR PIPE 12/1/1982 11,043 2.95 32,602 100% 11,043 32,602
T&D Mains MAIN STREET - WATER MAIN 7/1/1983 150,541 2.78 418,108 100% 150,541 418,108
T&D Mains 6TH AVENUE WN- 360' 6 7/1/1983 4,216 2.78 11,709 100% 4,216 11,709
T&D Mains Contributed SID 336- 780' PVC *7/1/1983 4,511 2.78 12,529 0%0 0
T&D Mains 370' 8' PVC 7/1/1983 11,102 2.78 30,834 100% 11,102 30,834
T&D Mains 230' 8' PVC 7/1/1983 6,874 2.78 19,092 100% 6,874 19,092
T&D Hydrant GOLF COURSE HYDRANT 7/1/1984 2,327 2.72 6,338 0%0 0
T&D Hydrant 2 FIRE HYDRANTS-2ND AVE WN 7/1/1984 1,912 2.72 5,208 0%0 0
T&D Mains Contributed SID 336 KENWAY ADDITION *7/1/1984 3,781 2.72 10,299 0%0 0
T&D Mains Contributed 859' 6' PVC SID 326 *7/1/1984 19,556 2.72 53,266 0%0 0
T&D Mains Contributed 722' 8'; 112' 12' PVC-SID 333 *7/1/1984 32,507 2.72 88,542 0%0 0
T&D Mains Contributed 1375' 6' PVC-FAIRGROUNDS PROJ..50%G 7/1/1984 14,722 2.72 40,100 50% 7,361 20,050
T&D Mains 220' 12' PVC - 9TH STREET W.7/1/1984 1,980 2.72 5,393 100% 1,980 5,393
T&D Mains Contributed 2350' 12' PVC -MONK LINE 55.7%D 7/1/1984 43,969 2.72 119,761 44% 19,478 53,054
T&D Mains Contributed 650' 12'-HERITAGE HEALTH CARE D 7/1/1984 6,455 2.72 17,582 0%0 0
T&D Mains 240' 12' PVC- KINSHELLA 7/1/1984 8,094 2.72 22,048 100% 8,094 22,048
T&D Mains 360' 6' PVC 7/1/1984 5,521 2.72 15,037 100% 5,521 15,037
T&D Mains Contributed 2520' 6', 500' 8' - OLSON LINE D 7/1/1984 17,318 2.72 47,169 0%0 0
T&D Hydrant Contributed 3050' 6' PVC+5 HYDRANTS-SID 328 *6/30/1985 37,709 2.69 101,511 0%0 0
Source of Supply Buffalo Hill BUFFALO HILL WELL 10' FLOWMETER 7/1/1985 1,980 2.69 5,330 100% 1,980 5,330
T&D Mains 385' 8' PVC - WENDYS 7/1/1985 11,550 2.69 31,092 100% 11,550 31,092
T&D Mains 400' 8' PVC 7/1/1985 12,000 2.69 32,304 100% 12,000 32,304
T&D Mains 1250'8 7/1/1985 37,500 2.69 100,949 100% 37,500 100,949
T&D Mains 320' 8 7/1/1985 9,600 2.69 25,843 100% 9,600 25,843
T&D Mains 360' 8 7/1/1985 10,800 2.69 29,073 100% 10,800 29,073
T&D Mains 1080' 8' PVC-RUSSELL SCHOOL 9/1/1985 32,400 2.69 87,220 100% 32,400 87,220
T&D Mains Contributed 365' 8' 8TH ST. W -DEVELOPER D 1/1/1986 10,950 2.63 28,791 0%0 0
T&D Mains Contributed 180' 8' COLONIAL VILLA D 1/1/1986 5,400 2.63 14,198 0%0 0
T&D Mains Contributed 100' 8' HAWTHORNE WEST D 1/1/1986 3,000 2.63 7,888 0%0 0
T&D Mains Contributed 12' 155';10' 3,155';6' 220'MALL-TIF 1/1/1986 105,900 2.63 278,442 0%0 0
Source of Supply Property LAND (LOVE PROPERTY) B146 4/26/1986 7,975 2.63 20,969 100% 7,975 20,969
T&D Hydrant 1 HYDRANT-2ND AVE W.5/1/1986 2,705 2.63 7,113 0%0 0
T&D Mains Contributed 2270'8'; 1040' 12'-SO.MEADOWS 76%D 6/1/1986 99,300 2.63 261,088 24% 23,832 62,661Page 9 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains 610' 8' PVC 6/1/1986 15,300 2.63 40,228 100% 15,300 40,228
T&D Hydrant HYDRANT AT 5TH WN & RR ST 7/2/1986 1,917 2.63 5,040 0%0 0
T&D Hydrant HYDRANT AT 2ND ST WEST OF MERIDIAN 8/5/1986 1,050 2.63 2,762 0%0 0
Source of Supply Buffalo Hill B.H.PRESSURE TRANSDUCER SYSTEM 10/31/1986 5,300 2.63 13,935 100% 5,300 13,935
T&D Mains 400' 8'; 12' 6' PVC 6/1/1987 17,158 2.56 43,977 100% 17,158 43,977
T&D Hydrant 12 FIRE HYDRANTS PHASE II 5TH WEST 6/30/1987 29,412 2.56 75,385 0%0 0
T&D Hydrant Contributed 457' 8' PVC; 1 HYDRANT 91%G 6/30/1987 15,084 2.56 38,661 0%0 0
T&D Mains Contributed 5197' 12' PVC PHASE II 35.8%T 6/30/1987 302,514 2.56 775,358 0%0 0
T&D Mains 157.5' 8' PVC PHASE II 6/30/1987 9,487 2.56 24,315 100% 9,487 24,315
T&D Mains 211.6' 6' PVC PHASE II 6/30/1987 15,121 2.56 38,757 100% 15,121 38,757
T&D Mains 300' 8' PVC 6/30/1987 9,008 2.56 23,089 100% 9,008 23,089
T&D Mains LOWERING MAIN ON N MERIDIAN 6/30/1987 12,425 2.56 31,846 100% 12,425 31,846
T&D Mains Contributed 272' 8' PVC WYOMING ST. 50%D 6/30/1987 9,881 2.56 25,326 50% 4,941 12,663
T&D Mains 600' 8' PVC 5TH AVE WN 6/30/1987 18,079 2.56 46,338 100% 18,079 46,338
T&D Mains Contributed 785' 12' PVC KINSHELLA ST. D 6/30/1987 23,550 2.56 60,360 0%0 0
T&D Hydrant 396' 12' PVC, 1 HYDRANT-10TH ST W 8/31/1987 17,679 2.56 45,313 0%0 0
T&D Hydrant 1540' 12 PVC; 60' 6' PVC, 4 HYDRANT 10/31/1987 70,435 2.56 180,528 0%0 0
T&D Hydrant 1464' 12'; 416' 8'; 5 HYDRANTS 10/31/1987 51,760 2.56 132,662 0%0 0
T&D Hydrant HYDRANT-MERIDIAN AT COAST TO COAST 7/6/1988 928 2.50 2,318 0%0 0
T&D Hydrant HYDRANT-4TH AVE WN & R.R. ST.7/8/1988 887 2.50 2,216 0%0 0
T&D Hydrant HYDRANT-MERIDIAN & HWY 2 7/25/1988 2,617 2.50 6,539 0%0 0
T&D Hydrant HYDRANT-1ST AVE EN & MONTANA ST 10/19/1988 1,685 2.50 4,210 0%0 0
T&D Hydrant HYDRANT-3RD AVE. W & 8TH ST.10/25/1988 1,864 2.50 4,658 0%0 0
T&D Hydrant HYDRANT-6TH AVE W & 4TH ST W.11/2/1988 800 2.50 1,998 0%0 0
T&D Hydrant HYDRANT-6TH AVE W & 5TH ST.11/2/1988 800 2.50 1,998 0%0 0
T&D Hydrant 6 HYDRANTS-OREGON ST.& 2ND AVE EN 11/30/1988 17,132 2.50 42,812 0%0 0
T&D Mains 599' 8' PVC; OREGON STREET 11/30/1988 18,145 2.50 45,344 100% 18,145 45,344
T&D Mains 1657' 12' PVC; OREGON STREET 11/30/1988 68,322 2.50 170,735 100% 68,322 170,735
T&D Hydrant HYDRANT-11TH ST W & 4TH AVE W.5/16/1989 1,691 2.45 4,139 0%0 0
T&D Hydrant HYDRANT-3RD AVE W & 12TH ST W 5/18/1989 1,687 2.45 4,127 0%0 0
T&D Hydrant HYDRANT-45 4TH AVE EN (PETROLANE)6/28/1989 1,721 2.45 4,212 0%0 0
T&D Hydrant HYDRANT-2ND AVE W & 4TH ST 6/28/1989 2,603 2.45 6,369 0%0 0
T&D Mains 660' 12';30' 8' 3RD AVE E/1ST & 3RD 7/31/1989 24,318 2.45 59,506 100% 24,318 59,506
T&D Mains 300' 8' 6TH ST. E./1ST & 2ND ST 7/31/1989 8,517 2.45 20,840 100% 8,517 20,840
T&D Hydrant HYDRANT-1ST AVE. E & 11TH ST 8/23/1989 1,415 2.45 3,464 0%0 0
T&D Hydrant HYDRANT-LIBERTY ST & GLENWOOD 9/1/1989 1,116 2.45 2,731 0%0 0
T&D Hydrant HYDRANT-CLAREMONT & SO. CRESTLINE 10/13/1989 1,163 2.45 2,845 0%0 0
T&D Hydrant HYDRANT-1845 AIRPORT ROAD 10/13/1989 962 2.45 2,355 0%0 0
T&D Hydrant HYDRANT-1ST AVE E. & 2ND ST. E.10/16/1989 1,275 2.45 3,120 0%0 0
T&D Hydrant HYDRANT-100 MERIDIAN ROAD 10/23/1989 1,014 2.45 2,482 0%0 0
T&D Hydrant HYDRANT-NORTHRIDGE DR. & PARKWAY 10/24/1989 1,079 2.45 2,640 0%0 0
T&D Hydrant HYDRANT-88 GRANDVIEW DR.10/27/1989 1,348 2.45 3,300 0%0 0
T&D Hydrant HYDRANT-4TH AVE. W. & 9TH ST.10/27/1989 1,090 2.45 2,666 0%0 0
T&D Hydrant 3' YARD HYDRANT; WOODLAND RINK 11/1/1989 2,964 2.45 7,254 0%0 0
T&D Hydrant HYDRANT-CHARLOTTE DR.11/14/1989 1,399 2.45 3,423 0%0 0
T&D Hydrant HYDRANT-246 ROSEWOOD DR.11/17/1989 1,282 2.45 3,136 0%0 0Page 10 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains Contributed SW KAL.PROJ. 6338' 8'; 21 HYD. 30%C 12/31/1989 257,827 2.45 630,897 70% 180,479 441,628
T&D Mains 2701' 12' HUTTON ADDITION/HWY 93 1/3/1990 162,689 2.39 388,253 100% 162,689 388,253
T&D Hydrant HYDRANT-3RD AVE E. & 18TH ST.4/11/1990 1,050 2.39 2,506 0%0 0
T&D Hydrant HYDRANT-8TH AVE E & 13TH ST.4/12/1990 1,008 2.39 2,407 0%0 0
T&D Hydrant HYDRANT-7TH AVE E. & 13TH ST.4/12/1990 1,008 2.39 2,407 0%0 0
Source of Supply Lawrence Park REMODEL LAWRENCE PARK PUMPHOUSE 4/30/1990 37,130 2.39 88,610 100% 37,130 88,610
T&D Hydrant HYDRANT-7TH AVE E. & 9TH ST. E.5/1/1990 1,282 2.39 3,059 0%0 0
T&D Hydrant HYDRANT-4TH AVE. W. & 6TH ST. W.6/13/1990 914 2.39 2,181 0%0 0
T&D Hydrant HYDRANT-2ND ST. W, 100' E MERIDIAN 6/13/1990 903 2.39 2,155 0%0 0
T&D Hydrant HYDRANT-1ST AVE. E. & 9TH ST. E.6/27/1990 1,638 2.39 3,908 0%0 0
T&D Hydrant HYDRANT-1ST AVE. E. & 7TH ST. E.6/28/1990 1,388 2.39 3,312 0%0 0
T&D Hydrant HYDRANT-2ND AVE. E. & 7TH ST. E.7/10/1990 1,333 2.39 3,180 0%0 0
T&D Hydrant HYDRANT-2ND AVE. E. & 4TH ST. E.7/11/1990 1,254 2.39 2,992 0%0 0
T&D Hydrant HYDRANT-3RD AVE W. & 6TH ST. W.8/15/1990 1,715 2.39 4,092 0%0 0
T&D Hydrant HYDRANT-4TH AVE. W. & 10TH ST. W.8/16/1990 1,640 2.39 3,913 0%0 0
T&D Hydrant HYDRANT-10TH AVE. W & 2ND ST. W 10/31/1990 1,485 2.39 3,544 0%0 0
T&D Hydrant HYDRANT-END OF 1ST AVE. W.10/31/1990 1,485 2.39 3,544 0%0 0
T&D Hydrant HYDRANT-3RD AVE. W & 2ND ST. W.10/31/1990 1,485 2.39 3,544 0%0 0
T&D Hydrant HYDRANT-2ND AVE. W. & 11TH ST. W.10/31/1990 1,485 2.39 3,544 0%0 0
T&D Hydrant HYDRANT-10TH AVE. W. & 8TH ST. W.10/31/1990 1,485 2.39 3,544 0%0 0
T&D Hydrant HYDRANT-7TH AVE. EN & IDAHO ST.6/30/1991 1,485 2.34 3,468 0%0 0
T&D Hydrant 2619'12',146'8',205'6'8 HYD-MERIDAN 6/30/1991 197,417 2.34 461,094 0%0 0
T&D Hydrant 430' 8' MAIN; HYDRANT-2ND ST. W.6/30/1991 18,700 2.34 43,676 0%0 0
T&D Mains 400' 6' PVC -FOUR SEASONS PROJ 6/30/1991 16,000 2.34 37,370 100% 16,000 37,370
Source of Supply Buffalo Hill FLOWMETER-BUFFALO HILL PUMP STATION 7/31/1991 2,467 2.34 5,762 100% 2,467 5,762
T&D Hydrant HYDRANT-10TH AVE. W. & 5TH ST.W.9/25/1991 1,073 2.34 2,507 0%0 0
T&D Mains 700' 8' THIRD AVE/ THIRD ST W.10/30/1991 30,120 2.34 70,349 100% 30,120 70,349
T&D Hydrant HYDRANT-3RD AVE W. & 3RD ST.10/31/1991 2,000 2.34 4,671 0%0 0
T&D Hydrant HYDRANT-2ND ST W./2ND AVE.10/31/1991 1,700 2.34 3,971 0%0 0
T&D Mains Contributed 366' 8' 2ND ST W.-1ST TO 2ND TIF24%10/31/1991 35,606 2.34 83,162 76% 27,060 63,203
T&D Hydrant HYDRANT-WOODLAND & 2ND ST. E.12/5/1991 1,069 2.34 2,498 0%0 0
T&D Hydrant HYDRANT-1046 6TH ST. W.12/5/1991 1,089 2.34 2,544 0%0 0
T&D Hydrant HYDRANT-1221 6TH ST. W.12/5/1991 1,139 2.34 2,661 0%0 0
T&D Hydrant HYDRANT-4TH AVE. W. & CENTER ST.1/3/1992 1,911 2.27 4,328 0%0 0
Source of Supply Buffalo Hill TELEMETRY SYSTEM-BUFFALO HILL 1/31/1992 60,277 2.27 136,548 100% 60,277 136,548
General Plant Building 1992 WATER WAREHOUSE 3/31/1992 $127,947 2.27 $289,846 0%$0 $0
T&D Hydrant HYDRANT-TIDYMAN'S 3/31/1992 1,707 2.27 3,867 0%0 0
T&D Hydrant HYDRANT-350 5TH AVE. WN & WASHINGTN 4/15/1992 1,073 2.27 2,431 0%0 0
T&D Mains Contributed 403' 8' MAIN -MARKET PLACE PROJ TIF 4/17/1992 24,590 2.27 55,705 0%0 0
T&D Hydrant HYDRANT-905 E. OREGON ST.4/21/1992 1,486 2.27 3,366 0%0 0
T&D Hydrant HYDRANT- MONTANA STREET & MAIN ST.6/3/1992 1,208 2.27 2,737 0%0 0
T&D Hydrant HYDRANT-WEST END APPLEWAY DRIVE 6/30/1992 1,301 2.27 2,946 0%0 0
T&D Hydrant HYDRANT-1048 1ST AVE. E.6/30/1992 1,104 2.27 2,502 0%0 0
T&D Hydrant HYDRANT-1028 4TH STREET E.6/30/1992 1,096 2.27 2,483 0%0 0
T&D Hydrant HYDRANT-4TH ST. W. & 4TH AVE. W.6/30/1992 2,010 2.27 4,552 0%0 0
T&D Hydrant HYDRANT-8TH AVE W. & 10TH ST. W.6/30/1992 1,038 2.27 2,352 0%0 0Page 11 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-WOODLAND PARK 6/30/1992 1,989 2.27 4,506 0%0 0
T&D Hydrant HYDRANT-6TH AVE WN 6/30/1992 804 2.27 1,822 0%0 0
T&D Mains 713' 8' MAIN - MARKET PLACE PROJECT 6/30/1992 21,649 2.27 49,043 100% 21,649 49,043
T&D Hydrant Contributed 6TH ST W.-1,774'12';255'8';3 HYD TI 10/31/1992 66,480 2.27 150,601 0%0 0
T&D Hydrant 14 ST & 5TH AVE E-940'8' 50'6'3 HYD 12/31/1992 65,709 2.27 148,854 0%0 0
General Plant Equipment CATERPILLER MODEL #426B (248)2/2/1993 46,932 2.17 101,727 0%0 0
T&D Hydrant Contributed 500'12';2 6'HYDRANTS-WINDWARD WAY D 6/30/1993 25,000 2.17 54,188 0%0 0
T&D Hydrant HYDRANT-MONTANA ST. & 1ST AVE W N 6/30/1993 3,676 2.17 7,968 0%0 0
T&D Hydrant HYDRANT-6TH AVE EN & IDAHO 6/30/1993 1,527 2.17 3,310 0%0 0
T&D Hydrant HYDRANT-12TH ST W & 1ST AVE W 6/30/1993 1,495 2.17 3,241 0%0 0
T&D Hydrant HYDRANT-E. CALIFORNIA & 2ND AVE EN 6/30/1993 1,502 2.17 3,256 0%0 0
T&D Hydrant HYDRANT-1ST ST W & 7TH AVE W 6/30/1993 1,369 2.17 2,967 0%0 0
T&D Hydrant HYDRANT-WOODLAND AVE.6/30/1993 3,030 2.17 6,567 0%0 0
T&D Hydrant HYDRANT-2ND ST W & 7TH AVE W 6/30/1993 1,520 2.17 3,294 0%0 0
T&D Hydrant HYDRANT-11TH ST E & 7TH AVE E 6/30/1993 1,832 2.17 3,970 0%0 0
T&D Hydrant HYDRANT- 820 E IDAHO ST 6/30/1993 2,128 2.17 4,612 0%0 0
T&D Hydrant HYDRANT-6TH AVE E & 11TH ST E 6/30/1993 1,494 2.17 3,239 0%0 0
T&D Hydrant HYDRANT- 805 7TH AVE E 6/30/1993 1,298 2.17 2,812 0%0 0
T&D Hydrant HYDRANT-5TH AVE EN & IDAHO 6/30/1993 2,550 2.17 5,526 0%0 0
T&D Hydrant HYDRANT- CENTER ST & 7TH AVE W 6/30/1993 2,666 2.17 5,778 0%0 0
T&D Hydrant HYDRANT -SUNSET PLAZA 6/30/1993 1,954 2.17 4,235 0%0 0
T&D Hydrant Contributed 6 HYDRANTS- 1ST AVE EAST PROJ. TIF 10/31/1993 21,300 2.17 46,168 0%0 0
T&D Mains Contributed 2285'8'PVC; 84'12'-1ST AVE E TIF 10/31/1993 174,701 2.17 378,669 0%0 0
T&D Hydrant 980'12'PVC;2 HYDRANTS-UPPER SERVICE 11/12/1993 45,655 2.17 98,958 0%0 0
T&D Mains CITY PORTION WINDWARD WAY UPSIZE 12/31/1993 15,000 2.17 32,513 100% 15,000 32,513
T&D Mains CITY PORTION TO UPSIZE GREENBRIAR 5/27/1994 15,904 2.09 33,209 100% 15,904 33,209
T&D Hydrant HYDRANT-501 3RD AVE W 5 6/30/1994 1,778 2.09 3,713 0%0 0
T&D Hydrant HYDRANT- 4TH AVE WN & CALIFORNIA 5 6/30/1994 1,272 2.09 2,656 0%0 0
T&D Hydrant HYDRANT-3RD AVE WN & CALIFORNIA 5 6/30/1994 1,112 2.09 2,321 0%0 0
T&D Hydrant HYDRANT- 3RD AVE EN & CALIFORNIA 5 6/30/1994 1,114 2.09 2,326 0%0 0
T&D Hydrant HYDRANT-405 5TH AVE E. 5 6/30/1994 1,677 2.09 3,503 0%0 0
T&D Hydrant HYDRANT-IDAHO & 1ST AVE WN 6 6/30/1994 1,201 2.09 2,508 0%0 0
T&D Hydrant HYDRANT-8TH AVE W & 1ST ST W 5 6/30/1994 1,336 2.09 2,790 0%0 0
T&D Hydrant HYDRANT-696 2ND AVE EN 6/30/1994 1,031 2.09 2,153 0%0 0
T&D Hydrant HYDRANT-1224 5TH ST W 5 1/2 6/30/1994 1,042 2.09 2,177 0%0 0
T&D Hydrant HYDRANT-7TH AVE W & 5TH ST W. 5 6/30/1994 1,087 2.09 2,269 0%0 0
T&D Hydrant HYDRANT-8TH AVE W & 7TH ST W 5 6/30/1994 1,724 2.09 3,601 0%0 0
T&D Hydrant HYDRANT-CENTER ST & 10TH AVE W 5 6/30/1994 1,348 2.09 2,816 0%0 0
T&D Hydrant HYDRANT-1401 6TH AVE W 6 6/30/1994 1,407 2.09 2,939 0%0 0
T&D Hydrant HYDRANT-3RD AVE E & 8TH ST E 5 6/30/1994 1,799 2.09 3,756 0%0 0
T&D Hydrant HYDRANT-E. OREGON & 5TH AVE EN 5.5 6/30/1994 1,084 2.09 2,263 0%0 0
T&D Hydrant HYDRANT-8TH AVE W & 6TH ST W 5.5 6/30/1994 1,649 2.09 3,443 0%0 0
T&D Hydrant HYDRANT-HARRISON & INDIAN 5 6/30/1994 1,370 2.09 2,860 0%0 0
T&D Hydrant HYDRANT-8TH AVE W & 5TH ST W. 5 6/30/1994 1,740 2.09 3,633 0%0 0
T&D Hydrant HYDRANT-9TH AVE W & 7TH ST W 4 6/30/1994 1,146 2.09 2,393 0%0 0
T&D Hydrant HYDRANT-405 8TH AVE W. 4 6/30/1994 1,606 2.09 3,353 0%0 0Page 12 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-5TH AVE E & 8TH ST E 4.5 6/30/1994 1,215 2.09 2,537 0%0 0
T&D Hydrant HYDRANT-4TH AVE W & 5TH ST W 5 6/30/1994 1,465 2.09 3,059 0%0 0
T&D Hydrant Contributed HYDRANT- LIBERTY VILLAGE D 6/30/1994 2,000 2.09 4,176 0%0 0
T&D Hydrant Contributed 3 HYDRANTS-MEADOW PARK (KELLY RD) D 6/30/1994 5,250 2.09 10,963 0%0 0
T&D Hydrant Contributed 3 HYDRANTS- GREENACRES W. UNIT4 D 6/30/1994 5,250 2.09 10,963 0%0 0
T&D Hydrant Contributed HYDRANT-TAMARACK PL.(AIRPORT RD) D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Hydrant Contributed 3 HYDRANTS- MERIDIAN POINTE 1 D 6/30/1994 5,250 2.09 10,963 0%0 0
T&D Hydrant Contributed HYDRANT-GREEN COVE D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Hydrant Contributed HYDRANT-CAMELOT D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Hydrant Contributed HYDRANT-GARDENWAY D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Hydrant Contributed HYDRANT-DUN MOVIN D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Hydrant Contributed HYDRANT-3RD AVE W. TIF 6/30/1994 1,900 2.09 3,968 0%0 0
T&D Hydrant Contributed HYDRANT-JUNIPER BEND D 6/30/1994 1,750 2.09 3,654 0%0 0
T&D Mains Contributed 110' 8', 340' 6'PVC-JUNIPER BEND D 6/30/1994 22,500 2.09 46,984 0%0 0
T&D Mains Contributed 650' 12' PVC-WINDWARD WAY D 6/30/1994 50,550 2.09 105,557 0%0 0
T&D Mains Contributed 1730' 12' PVC-GREENBRIAR SUBDIV D 6/30/1994 86,500 2.09 180,626 0%0 0
T&D Mains Contributed 1309'8', 30' 6'PVC-GLENWOOD DR. D 6/30/1994 66,950 2.09 139,803 0%0 0
T&D Mains Contributed 301' 6'PVC-SUNBURST COURT D 6/30/1994 15,050 2.09 31,427 0%0 0
T&D Mains Contributed 303' 6'PVC-LAMBERT COURT D 6/30/1994 15,150 2.09 31,636 0%0 0
T&D Mains Contributed 306' 6'PVC-JUBILEE COURT D 6/30/1994 15,300 2.09 31,949 0%0 0
T&D Mains Contributed 306' 6'PVC-BING COURT D 6/30/1994 15,300 2.09 31,949 0%0 0
T&D Mains Contributed 205' 8'PVC-LIBERTY STREET D 6/30/1994 10,250 2.09 21,404 0%0 0
T&D Mains Contributed 935'8', 1700' 12'PVC KELLY ROAD D 6/30/1994 131,750 2.09 275,116 0%0 0
T&D Mains CITY PORTION TO UPSIZE-KELLY RD 12 6/30/1994 14,023 2.09 29,282 100% 14,023 29,282
T&D Mains Contributed 855'8'; 525'6'; 80'4'GREENACRES W D 6/30/1994 73,000 2.09 152,436 0%0 0
T&D Mains Contributed 250'6'PVC-TAMARACK PL.AIRPORT RD D 6/30/1994 12,500 2.09 26,102 0%0 0
T&D Mains Contributed 658'8'PVC-MERIDIAN POINTE APTS D 6/30/1994 32,900 2.09 68,701 0%0 0
T&D Mains Contributed 1235' 6 & 8'PVC-18TH ST E & 5TH A D 6/30/1994 61,750 2.09 128,944 0%0 0
T&D Mains Contributed 278'8'; 20'6'PVC-BLUESTONE D 6/30/1994 14,900 2.09 31,114 0%0 0
T&D Mains Contributed 300'8'; 25'6'PVC-GREEN COVE D 6/30/1994 16,250 2.09 33,933 0%0 0
T&D Mains Contributed 198'8';5'6'PVC-CAMELOT D 6/30/1994 10,150 2.09 21,195 0%0 0
T&D Mains Contributed 399'8';20'6'PVC-GARDENWAY D 6/30/1994 20,950 2.09 43,747 0%0 0
T&D Mains Contributed 479'8'; 412'8'PVC-DARLINGTON D 6/30/1994 44,550 2.09 93,028 0%0 0
T&D Mains Contributed 1039'8'PVC-SO.MEADOWS DRIVE D 6/30/1994 51,950 2.09 108,480 0%0 0
T&D Mains Contributed 238'8'PVC-DUN MOVIN D 6/30/1994 11,900 2.09 24,849 0%0 0
T&D Mains Contributed 663'8'PVC-3RD AVE W.(SYKES) TIF 6/30/1994 66,085 2.09 137,996 0%0 0
T&D Mains Contributed 338'8'PVC-6TH AVE WN TIF 6/30/1994 37,440 2.09 78,181 0%0 0
T&D Mains Contributed 713'6'PVC-1ST ST W. (SYKES) TIF 6/30/1994 42,650 2.09 89,060 0%0 0
T&D Mains Contributed 250'6'PVC-HADLEY MAIN EXTENSION D 6/30/1994 12,500 2.09 26,102 0%0 0
T&D Mains 800'8'PVC-8TH AVE EN & CAL ST 11/30/1994 34,605 2.09 72,261 100% 34,605 72,261
T&D Mains 1700' 6'PVC-LAWRENCE PARK 2/28/1995 36,252 2.06 74,829 100% 36,252 74,829
T&D Hydrant HYDRANT-2ND AVE E & 10TH ST E 6/30/1995 1,602 2.06 3,306 0%0 0
T&D Hydrant HYDRANT-356 6TH AVE WN 6/30/1995 1,245 2.06 2,570 0%0 0
T&D Hydrant HYDRANT-3RD AVE W & 7TH ST W 6/30/1995 1,842 2.06 3,802 0%0 0
T&D Hydrant HYDRANT-496 9TH AVE EN 6/30/1995 1,356 2.06 2,800 0%0 0
T&D Hydrant HYDRANT-4TH AVE E & 5TH ST E 6/30/1995 2,010 2.06 4,148 0%0 0Page 13 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-5TH AVE WN & UTAH ST 6/30/1995 1,255 2.06 2,590 0%0 0
T&D Hydrant HYDRANT-6TH AVE W & 7TH ST W 6/30/1995 1,524 2.06 3,146 0%0 0
T&D Hydrant HYDRANT-795 NORTH MAIN ST 6/30/1995 1,659 2.06 3,425 0%0 0
T&D Hydrant HYDRANT-7TH AVE E & 7TH ST E 6/30/1995 1,365 2.06 2,818 0%0 0
T&D Hydrant HYDRANT-HIGH SCHOOL PARKING LOT 6/30/1995 983 2.06 2,029 0%0 0
T&D Hydrant HYDRANT-IDAHO & 5TH AVE WN 6/30/1995 1,569 2.06 3,238 0%0 0
T&D Hydrant HYDRANT-RISING SUN CIRCLE 6/30/1995 1,690 2.06 3,489 0%0 0
T&D Hydrant HYDRANT-UTAH ST 6/30/1995 1,659 2.06 3,425 0%0 0
T&D Hydrant HYDRANT-WEST END NORTHRIDGE DRIVE 6/30/1995 1,471 2.06 3,037 0%0 0
T&D Hydrant HYDRANTS-8TH AVE EN & CALIF. ST.6/30/1995 5,200 2.06 10,733 0%0 0
T&D Hydrant Contributed HYDRANTS-(3) ASHLEY PARK D 6/30/1995 5,700 2.06 11,765 0%0 0
T&D Hydrant Contributed HYDRANTS-(2) SO. MEADOWS II D 6/30/1995 3,800 2.06 7,844 0%0 0
T&D Hydrant Contributed HYDRANTS-(2)WESTWING VILLAGE APTS D 6/30/1995 3,800 2.06 7,844 0%0 0
T&D Mains Contributed 116'6',1997'8',629'12'ASHLEY PARK D 6/30/1995 128,520 2.06 265,281 0%0 0
T&D Mains 756'4' PVC-COURTYARD APTS 6/30/1995 22,680 2.06 46,814 100% 22,680 46,814
T&D Mains Contributed 4193'8',1473'12'-GREENBRIAR SUBD D 6/30/1995 269,700 2.06 556,693 0%0 0
T&D Mains Contributed 45'6',1074'8'PVC-SOUTH MEADOWS D 6/30/1995 49,905 2.06 103,010 0%0 0
T&D Mains 440'8' PVC - UTAH ST 6/30/1995 19,521 2.06 40,295 100% 19,521 40,295
T&D Mains Contributed 368'8'PVC-WESTWING APTS/2 MILE DR D 6/30/1995 16,560 2.06 34,182 0%0 0
T&D Mains 487' 8' PVC -AVE OF ARTS/2ND AVE E 6/30/1995 24,923 2.06 51,444 100% 24,923 51,444
General Plant Equipment HYDRAULIC SHORING SYSTEM-TRENCH BOX 12/5/1995 7,000 2.06 14,449 0%0 0
T&D Hydrant HYDRANT-2ND AVE WEST/IST ST.6/30/1996 1,572 2.01 3,159 0%0 0
T&D Hydrant HYDRANT-2ND ST. W./FOREST PRODUCTS 6/30/1996 1,644 2.01 3,304 0%0 0
T&D Hydrant HYDRANT-1414 WOODLAND AVE 6/30/1996 2,070 2.01 4,159 0%0 0
T&D Hydrant HYDRANT-GLACIER VIEW/SUNNY VIEW 6/30/1996 1,862 2.01 3,742 0%0 0
T&D Hydrant HYDRANT-6TH AVE W/6TH ST 6/30/1996 1,966 2.01 3,951 0%0 0
T&D Hydrant HYDRANT-5TH AVE WN/IDAHO 6/30/1996 2,087 2.01 4,194 0%0 0
T&D Hydrant HYDRANT-E.ARIZONA 6/30/1996 1,953 2.01 3,925 0%0 0
T&D Hydrant Contributed HYDRANT-SO WOODLAND D 6/30/1996 2,150 2.01 4,320 0%0 0
T&D Hydrant Contributed HYDRANTS - (3) BELMAR SUBDIVISION D 6/30/1996 6,450 2.01 12,961 0%0 0
T&D Hydrant Contributed HYDRANTS (2) MERIDIAN & PPL D 6/30/1996 4,300 2.01 8,640 0%0 0
T&D Hydrant Contributed HYDRANTS (3) KNOLLS ADDN D 6/30/1996 6,450 2.01 12,961 0%0 0
T&D Hydrant Contributed HYDRANT-MERIDIAN COMPLEX(WEISSMAN)D 6/30/1996 2,150 2.01 4,320 0%0 0
T&D Hydrant Contributed HYDRANTS (2) MERIDAN POINTE APTS D 6/30/1996 4,300 2.01 8,640 0%0 0
T&D Hydrant Contributed HYDRANT-SECOND WIND WELLNESS CTR D 6/30/1996 2,150 2.01 4,320 0%0 0
T&D Hydrant Contributed HYDRANTS(2)HWY93 RANCH & HOME CTR D 6/30/1996 4,300 2.01 8,640 0%0 0
T&D Hydrant Contributed HYDRANT -SO MEADOWS PHASE IV D 6/30/1996 2,150 2.01 4,320 0%0 0
T&D Hydrant HYDRANT-CORPORATE WAY 6/30/1996 2,375 2.01 4,772 0%0 0
T&D Mains Contributed 300'8', 1134' 6'-BELMAR SUBDIV. D 6/30/1996 53,190 2.01 106,880 0%0 0
T&D Mains Contributed 518'8',24' 6'-PAC POWER & LT D 6/30/1996 24,150 2.01 48,527 0%0 0
T&D Mains Contributed 705'8',60'6' - KNOLLS ADDITION D 6/30/1996 33,825 2.01 67,968 0%0 0
T&D Mains Contributed 270'8'-MERIDIAN COMPLEX D 6/30/1996 12,150 2.01 24,414 0%0 0
T&D Mains Contributed 658'8'-MERIDIAN POINTE APTS D 6/30/1996 29,610 2.01 59,498 0%0 0
T&D Mains Contributed 637'8'-MERIDIAN POINTE APTS II D 6/30/1996 28,665 2.01 57,599 0%0 0
T&D Mains Contributed 439'8'-SECOND WIND WELLNESS CTR D 6/30/1996 19,755 2.01 39,696 0%0 0
T&D Mains Contributed 705'8'-SO. MEADOWS PHASE IV D 6/30/1996 31,725 2.01 63,748 0%0 0Page 14 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains Contributed 123'8'-HERITAGE PLACE D 6/30/1996 5,535 2.01 11,122 0%0 0
T&D Mains Contributed 825'12',215'8'-FARM & RANCH HOME D 6/30/1996 50,925 2.01 102,328 0%0 0
T&D Mains 350'8' E.ARIZONA/MAIN TO 1ST AVE.6/30/1996 15,750 2.01 31,648 100% 15,750 31,648
T&D Mains Contributed 332'12',58'8',CORPORATE WAY D 6/30/1996 16,468 2.01 33,091 0%0 0
T&D Hydrant Contributed HYDRANTS (3) WOODLAND COURT CDBG 12/31/1996 7,500 2.01 15,070 0%0 0
T&D Hydrant Contributed HYDRANT-TETON TERRACE CDBG 12/31/1996 1,875 2.01 3,768 0%0 0
T&D Mains Contributed 369'12',1276'8',10'4'-WOODLAND-CDBG 12/31/1996 53,580 2.01 107,663 0%0 0
T&D Mains Contributed 693'8',57'6' TETON TERRACE CDBG 12/31/1996 26,029 2.01 52,302 0%0 0
General Plant Equipment BREAKER JACKHAMMER FOR BACKHOE 3/1/1997 12,000 1.94 23,260 0%0 0
Source of Supply Property LOT 39 SO. MEADOWS (1/3)3/14/1997 2,694 1.94 5,221 100% 2,694 5,221
T&D Hydrant HYDRANT-1246 1ST AVE E.6/30/1997 1,551 1.94 3,007 0%0 0
T&D Hydrant HYDRANT-2ND AVE E. & 11TH ST E.6/30/1997 2,014 1.94 3,905 0%0 0
T&D Hydrant HYDRANT- 1ST AVE W(OLD POST OFFICE)6/30/1997 2,084 1.94 4,039 0%0 0
T&D Hydrant HYDRANT-5TH AVE WN & CALIFORNIA 6/30/1997 3,678 1.94 7,129 0%0 0
T&D Hydrant HYDRANT-8TH AVE W & 3RD ST W 6/30/1997 2,009 1.94 3,895 0%0 0
T&D Hydrant HYDRANT-1ST AVE EN & ARIZONA 6/30/1997 1,591 1.94 3,083 0%0 0
T&D Hydrant HYDRANT-6TH AVE E & 6TH ST E 6/30/1997 1,619 1.94 3,139 0%0 0
T&D Hydrant HYDRANT-7TH AVE W & 10TH ST W 6/30/1997 1,871 1.94 3,626 0%0 0
T&D Hydrant HYDRANT -1575 LEHI LANE 6/30/1997 1,927 1.94 3,735 0%0 0
T&D Hydrant HYDRANT-258 BUFFALO HILL DRIVE 6/30/1997 1,429 1.94 2,769 0%0 0
T&D Hydrant HYDRANT-3RD AVE W & 10TH ST W 6/30/1997 1,640 1.94 3,178 0%0 0
T&D Hydrant HYDRANT-1978 BLUESTONE 6/30/1997 3,850 1.94 7,464 0%0 0
T&D Hydrant Contributed HYDRANTS (3) -BLUESTONE D 6/30/1997 6,300 1.94 12,212 0%0 0
T&D Hydrant HYDRANTS (5) -LONEPINE VIEW ESTATES 6/30/1997 10,500 1.94 20,353 0%0 0
T&D Hydrant Contributed HYDRANTS (4) -MEADOW PARK II SUBD D 6/30/1997 8,400 1.94 16,282 0%0 0
T&D Hydrant Contributed HYDRANTS(2)-SUNRISE VIEW ESTATES D 6/30/1997 4,200 1.94 8,141 0%0 0
T&D Hydrant HYDRANT 14TH ST E.6/30/1997 2,200 1.94 4,264 0%0 0
T&D Hydrant HYDRANTS (6) SO WOODLAND DR 6/30/1997 13,200 1.94 25,586 0%0 0
T&D Mains 2236'12',60'8',75'6'-S. WOODLAND 6/30/1997 169,225 1.94 328,017 100% 169,225 328,017
T&D Mains 1105'12', 1739' 8'-LIBERTY/TWO MILE 6/30/1997 314,628 1.94 609,858 100% 314,628 609,858
T&D Mains 800'8'-14TH ST. E.6/30/1997 28,798 1.94 55,821 100% 28,798 55,821
T&D Mains Contributed 3550'8' LONEPINE VIEW ESTATES D 6/30/1997 124,250 1.94 240,839 0%0 0
T&D Mains Contributed 1556'8' BLUESTONE D 6/30/1997 54,460 1.94 105,562 0%0 0
T&D Mains Contributed 1182'8'-ASHLEY PARK PHASE II SUBD D 6/30/1997 41,370 1.94 80,189 0%0 0
T&D Mains Contributed 830'8' SUNRISE VIEW ESTATES SUBD. D 6/30/1997 29,050 1.94 56,309 0%0 0
Source of Supply Grandview GRANDVIEW WATER WELLS 7/1/1997 306,028 1.94 593,189 100% 306,028 593,189
T&D Hydrant HYDRANT-NORTHERN LIGHTS & LEBERTY 8/4/1997 1,746 1.94 3,384 0%0 0
T&D Hydrant HYDRANT-5TH AVE EN & MONTANA ST 9/11/1997 1,551 1.94 3,006 0%0 0
T&D Hydrant HYDRANT-4TH AVE WN & UTAH ST 9/12/1997 1,256 1.94 2,435 0%0 0
T&D Hydrant HYDRANT-2ND AVE WN & IDAHO ST 9/15/1997 1,691 1.94 3,278 0%0 0
T&D Mains 848'12',133'8',55'6' WEST WYOMING 9/30/1997 88,130 1.94 170,826 100% 88,130 170,826
General Plant Equipment ROMAC TAPMATE TAPPING MACHINE 10/21/1997 12,320 1.94 23,880 0%0 0
T&D Hydrant HYDRANT-HILLTOP & SALISH COURT 11/19/1997 1,606 1.94 3,113 0%0 0
T&D Hydrant HYDRANT-420 LIBERTY ST.11/24/1997 1,708 1.94 3,311 0%0 0
T&D Hydrant HYDRANT-8TH AVE WEST & CENTER ST 11/26/1997 1,678 1.94 3,253 0%0 0
T&D Hydrant HYDRANT-1205 7TH AVE EAST 2/26/1998 1,637 1.91 3,123 0%0 0Page 15 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-3RD AVE WN & WASHINGTON ST 3/2/1998 1,454 1.91 2,773 0%0 0
T&D Hydrant HYDRANT-2ND AVE WN & WASHINGTON ST 3/3/1998 1,511 1.91 2,882 0%0 0
T&D Hydrant HYDRANT-1412 3RD ST WEST 3/10/1998 1,447 1.91 2,760 0%0 0
T&D Hydrant HYDRANT-9TH AVE W & 3RD ST W 3/17/1998 1,509 1.91 2,878 0%0 0
T&D Hydrant HYDRANT-9TH AVE W & 6TH ST W 3/20/1998 1,379 1.91 2,630 0%0 0
T&D Hydrant HYDRANT-9TH AVE W & 5TH ST W 3/23/1998 1,853 1.91 3,535 0%0 0
T&D Hydrant HYDRANT-4TH AVE E & 3RD ST E 3/25/1998 1,999 1.91 3,814 0%0 0
T&D Hydrant HYDRANT-9TH AVE W & 1ST ST W 4/13/1998 1,526 1.91 2,911 0%0 0
General Plant Equipment WATER TELEMETRY UPGRADE 4/21/1998 8,438 1.91 16,097 0%0 0
T&D Hydrant HYDRANT-6TH AVE W & 8TH ST W 6/16/1998 1,520 1.91 2,899 0%0 0
T&D Hydrant HYDRANT-4TH AVE E & 9TH ST E 6/25/1998 2,106 1.91 4,017 0%0 0
Source of Supply Grandview GRANDVIEW PUMPHOUSE & TELEMETRY 6/30/1998 501,575 1.91 956,789 100% 501,575 956,789
T&D Hydrant Contributed HYDRANTS- 14-BUFFALO COMMONS SUBD.D 6/30/1998 25,200 1.91 48,071 0%0 0
T&D Hydrant Contributed HYDRANT-3RD AVE WN & W WYOMING D 6/30/1998 2,500 1.91 4,769 0%0 0
T&D Hydrant Contributed HYDRANT-4TH AVE WN & W WYOMING D 6/30/1998 2,500 1.91 4,769 0%0 0
T&D Mains 3138'12',3677'8',303'6'BUFFALO COMM 6/30/1998 145,201 1.91 276,981 100% 145,201 276,981
T&D Hydrant HYDRANT-6TH AVE.W. & 3RD ST. W 7/28/1998 1,523 1.91 2,906 0%0 0
T&D Hydrant HYDRANT-1348 8TH AVE. E.8/17/1998 1,423 1.91 2,715 0%0 0
T&D Hydrant HYDRANT-CITY AIRPORT 9/10/1998 1,753 1.91 3,344 0%0 0
T&D Hydrant HYDRANT-CITY AIRPORT 9/15/1998 1,652 1.91 3,152 0%0 0
T&D Hydrant HYDRANT-6TH AVE WN & W. MONTANA 10/29/1998 1,453 1.91 2,771 0%0 0
T&D Hydrant HYDRANT-10TH AVE W. & 7TH ST. W.11/25/1998 1,272 1.91 2,427 0%0 0
T&D Mains Contributed 1050'8'' MAIN-bALLFIELD COMPLEX TIF 12/31/1998 19,150 1.91 36,530 0%0 0
T&D Hydrant Contributed 10 HYDRANTS-WILLOWS SUBDIVISION D 1/1/1999 18,000 1.86 33,549 0%0 0
T&D Hydrant Contributed 2 HYDRANTS -BALLFIELD COMPLEX TIF 1/1/1999 4,482 1.86 8,354 0%0 0
T&D Mains Contributed 4678'8'' Main-Willows subdivision d 1/1/1999 232,870 1.86 434,024 0%0 0
T&D Hydrant HYDRANT-HUSKY STREET 2/9/1999 963 1.86 1,796 0%0 0
Source of Supply Buffalo Hill TELEMETRY SYSTEM UPGRADE 2/17/1999 3,945 1.86 7,353 100% 3,945 7,353
T&D Hydrant Contributed HYDRANT-7TH AVE. W. & 4TH ST.W. TIF 3/1/1999 1,434 1.86 2,672 0%0 0
T&D Hydrant Contributed HYDRANT-7TH AVE W. & 3RD ST.W. TIF 3/2/1999 1,326 1.86 2,472 0%0 0
T&D Hydrant Contributed HYDRANT-6TH AVE WN & RAILROAD TIF 3/15/1999 1,639 1.86 3,056 0%0 0
T&D Hydrant Contributed HYDRANT-6TH AVE. W & 1ST ST. TIF 3/16/1999 1,490 1.86 2,777 0%0 0
General Plant Equipment ADG-UTILITY BILLING SOFTWARE 4/1/1999 9,862 1.86 18,380 0%0 0
T&D Hydrant HYDRANT-7TH AVE. W. & 8TH ST. W.4/1/1999 1,408 1.86 2,625 0%0 0
T&D Hydrant Contributed HYDRANT-6TH AVE W. & 2ND ST. TIF 4/18/1999 1,340 1.86 2,497 0%0 0
T&D Hydrant Contributed HYDRANT-5TH AVE W.& MONTANA ST. TIF 4/19/1999 1,319 1.86 2,459 0%0 0
T&D Hydrant Contributed HYDRANT-6TH AVE. W. & CENTER ST.TIF 4/20/1999 1,801 1.86 3,356 0%0 0
T&D Hydrant Contributed HYDRANT-4TH AVE. W. & 1ST ST W. TIF 5/14/1999 1,827 1.86 3,406 0%0 0
T&D Hydrant Contributed HYDRANT-4TH AVE.W. &2ND ST. W. TIF 5/18/1999 1,864 1.86 3,474 0%0 0
T&D Hydrant Contributed HYDRANT-4TH AVE W. & 3RD ST. W. TIF 5/19/1999 1,749 1.86 3,259 0%0 0
T&D Hydrant Contributed HYDRANT-2ND AVE W. & 5TH ST. W. TIF 5/20/1999 1,994 1.86 3,716 0%0 0
T&D Hydrant Contributed HYDRANT-2ND AVE W. & 7TH ST. W. TIF 5/21/1999 1,834 1.86 3,418 0%0 0
T&D Hydrant Contributed HYDRANT-2ND AVE W & 9TH ST. W. TIF 5/25/1999 1,859 1.86 3,464 0%0 0
T&D Hydrant HYDRANT-2ND AVE. W. & 10TH ST. W.5/26/1999 1,244 1.86 2,319 0%0 0
T&D Hydrant Contributed HYDRANT 2ND AVE W. & 8TH ST. W. TIF 5/27/1999 1,859 1.86 3,464 0%0 0
T&D Hydrant Contributed HYDRANT 3RD AVE W. & 4TH ST. W. TIF 6/15/1999 1,849 1.86 3,446 0%0 0Page 16 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant Contributed HYDRANT-1ST AVE.E.& 2TH ST.E. TIF 6/24/1999 1,342 1.86 2,501 0%0 0
T&D Hydrant HYDRANT-4TH AVE W. & 8TH ST. W. TIF 7/21/1999 2,094 1.86 3,903 0%0 0
T&D Hydrant HYDRANT-2ND AVE E. & 5TH STREET E.7/22/1999 2,032 1.86 3,787 0%0 0
T&D Hydrant HYDRANT-4TH AVE W. & 4TH STREET W.8/2/1999 2,936 1.86 5,473 0%0 0
T&D Hydrant HYDRANT-4TH AVE E. & 2ND STREET E.8/4/1999 2,011 1.86 3,748 0%0 0
T&D Hydrant HYDRANT-5TH AVE WN/CALIFORNIA 8/25/1999 3,350 1.86 6,244 0%0 0
T&D Hydrant HYDRANT-4TH AVE E. & 8TH STREET E 8/30/1999 2,119 1.86 3,949 0%0 0
T&D Hydrant HYDRANT-5TH AVE E. & 9TH STREET E.8/31/1999 1,539 1.86 2,869 0%0 0
T&D Mains Contributed 800'8'',40'6''; DALEY FIELD D 9/10/1999 16,428 1.86 30,619 0%0 0
T&D Mains 747'12'',24' 6''-5TH AVE WN WATER 10/5/1999 91,658 1.86 170,833 100% 91,658 170,833
Source of Supply Buffalo Hill BUFFALO HILL PUMPSTATION-FUEL TANK 12/31/1999 8,118 1.86 15,130 100% 8,118 15,130
Source of Supply Armory CHLORINE ROOM ADDITION 2/22/2000 7,839 1.82 14,230 100% 7,839 14,230
Source of Supply Depot Park CHLORINE ROOM ADDITION 2/22/2000 7,550 1.82 13,706 100% 7,550 13,706
General Plant Equipment 1/3 JOHN DEERE LOADER (370)3/7/2000 34,490 1.82 62,609 0%0 0
T&D Hydrant HYDRANT-1ST AVE.W & 4TH STREET W.3/20/2000 2,036 1.82 3,696 0%0 0
T&D Hydrant HYDRANT-1ST AVE W & 4TH STREET W.3/21/2000 1,484 1.82 2,694 0%0 0
T&D Hydrant HYDRANT-2ND AVE W. & 3RD STREET W.3/22/2000 1,426 1.82 2,589 0%0 0
T&D Hydrant HYDRANT-1ST AVE W. & 5TH STREET W.3/29/2000 1,887 1.82 3,425 0%0 0
T&D Hydrant HYDRANT-1ST AVE W. & 6TH STREET W.4/3/2000 1,989 1.82 3,610 0%0 0
T&D Hydrant HYDRANT-1ST AVE W. & 7TH STREET W.4/4/2000 1,891 1.82 3,433 0%0 0
T&D Hydrant HYDRANT-1ST AVE W. & 8TH STREET W.4/5/2000 1,922 1.82 3,488 0%0 0
T&D Hydrant HYDRANT-1ST AVE W. & 9TH STREET W.4/6/2000 1,866 1.82 3,388 0%0 0
T&D Hydrant HYDRANT-2ND AVE W. & 12TH STREET W.4/12/2000 1,248 1.82 2,266 0%0 0
T&D Hydrant HYDRANT-7TH AVE W. & 5TH STREET W.6/2/2000 1,481 1.82 2,689 0%0 0
T&D Hydrant HYDRANT-7TH AVE W. & 6TH STREET W.6/5/2000 1,925 1.82 3,494 0%0 0
T&D Hydrant HYDRANT-1ST AVE E. & 8TH STREET E.6/6/2000 2,030 1.82 3,685 0%0 0
T&D Hydrant HYDRANT-1ST AVE E. & 10TH STREET E.6/9/2000 1,867 1.82 3,388 0%0 0
T&D Hydrant HYDRANT-WILLOW GLEN & WOODLAND AVE 8/1/2000 1,288 1.82 2,337 0%0 0
T&D Hydrant HYDRANT-258 BUFFALO HILL DR 8/18/2000 1,564 1.82 2,839 0%0 0
T&D Hydrant HYDRANT-6TH AVE W & 9TH ST W 8/29/2000 1,616 1.82 2,934 0%0 0
T&D Hydrant HYDRANT-904 6TH AVE E 8/29/2000 1,768 1.82 3,209 0%0 0
T&D Hydrant HYDRANT-6TH AVE E & 9TH ST E 8/30/2000 1,699 1.82 3,083 0%0 0
T&D Hydrant HYDRANT-1306 6TH AVE E 9/7/2000 1,829 1.82 3,321 0%0 0
T&D Hydrant HYDRANT-1212 6TH AVE E 9/8/2000 1,693 1.82 3,073 0%0 0
T&D Hydrant HYDRANT-8TH AVE E & 12TH ST E 9/13/2000 1,628 1.82 2,956 0%0 0
T&D Mains Contributed ALBERTSONS EXPRESS-(1) D 9/30/2000 2,430 1.82 4,411 0%0 0
T&D Mains Contributed ALBERTSONS EXPRESS-375'10'' D 9/30/2000 9,600 1.82 17,427 0%0 0
T&D Mains Contributed SMITH'S FOOD-350'8'' D 9/30/2000 8,820 1.82 16,011 0%0 0
Storage Storage WATER RESERVOIR ROOF 2/26/2001 420,129 1.78 749,042 100% 420,129 749,042
General Plant Equipment HEATED ASPHALT PATCHER 4/17/2001 20,095 1.78 35,827 0%0 0
General Plant Equipment CATEPILLAR BACKHOE (244)4/30/2001 58,361 1.78 104,052 0%0 0
T&D Hydrant HYDRANT-475 E CALIFORNIA 6/7/2001 3,815 1.78 6,802 0%0 0
Source of Supply Noffsinger NOFFSINGER/CHLORINE ROOM 6/30/2001 6,250 1.78 11,142 100% 6,250 11,142
T&D Hydrant HYDRANTS (12)-MN ST/CNTR TO SUNSET 6/30/2001 30,000 1.78 53,487 0%0 0
T&D Mains 2165'10''/2559'20''-MN ST/CNTR-SUNST 6/30/2001 612,454 1.78 1,091,936 100% 612,454 1,091,936
T&D Mains 340'8''-WILLOW GLEN & WOODLAND RELOC 6/30/2001 17,525 1.78 31,246 100% 17,525 31,246Page 17 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains Contributed ASHLEY PK PHS III (5) D 6/30/2001 9,850 1.78 17,561 0%0 0
T&D Mains Contributed RANCHVIEW SUB-(2) D 6/30/2001 4,860 1.78 8,665 0%0 0
T&D Mains Contributed PARK BOTTLING CO(PEPSI)-(4) D 6/30/2001 9,720 1.78 17,330 0%0 0
T&D Mains Contributed BUFFALO STAGE PH IV-(3) D 6/30/2001 7,290 1.78 12,997 0%0 0
T&D Mains Contributed GREAT VIEW DR-(3) D 6/30/2001 7,290 1.78 12,997 0%0 0
T&D Mains Contributed ASHLEY PK PH III-1593'8'' D 6/30/2001 33,453 1.78 59,643 0%0 0
T&D Mains Contributed RANCHVIEW SUBDIVISION-392'8'' D 6/30/2001 9,878 1.78 17,612 0%0 0
T&D Mains Contributed PARK BOTTLING (PEPSI)-663'6'' D 6/30/2001 19,227 1.78 34,280 0%0 0
T&D Mains Contributed BUFFALO STAGE PH IV-1710'8'' D 6/30/2001 43,092 1.78 76,828 0%0 0
T&D Mains Contributed GREAT VIEW DR-1393'8'' D 6/30/2001 35,104 1.78 62,586 0%0 0
T&D Mains MAIN STREET PROJECT FY2002 7/1/2001 136,707 1.78 243,734 100% 136,707 243,734
T&D Hydrant HYDRANT-10TH AVE W/1ST W/REPLACEMNT 9/6/2001 1,439 1.78 2,566 0%0 0
T&D Hydrant HYDRANT-625 UNDERHILL CT/REPLACEMNT 9/27/2001 1,589 1.78 2,833 0%0 0
General Plant Equipment SURVEY GRADE GPS MAPPING EQUIP 40%9/30/2001 13,778 1.78 24,564 0%0 0
Source of Supply Noffsinger 2002 NOFFSINGER UPGRADE 9/30/2001 4,149 1.78 7,396 100% 4,149 7,396
T&D Mains Contributed MTN VW PLZA PH1 8''X84'-12''X10997' D 9/30/2001 320,438 1.78 571,304 0%0 0
T&D Hydrant HYDRANT-345 COLLEGE AVE/REPLACEMNT 11/1/2001 1,493 1.78 2,661 0%0 0
T&D Hydrant HYDRANT-602 W ARIZONA/REPLACEMNT 11/2/2001 1,696 1.78 3,024 0%0 0
T&D Mains Contributed LEE'S MRDN BUS. PRK/MRDN&CNTR(2) D 12/31/2001 4,860 1.78 8,665 0%0 0
T&D Mains Contributed MTN VIEW PLZA PH1/93&W RES(8) D 12/31/2001 19,440 1.78 34,659 0%0 0
T&D Mains Contributed LEE'S MRDN BUS.PRK/8''X475' D 12/31/2001 14,370 1.78 25,620 0%0 0
T&D Meters 4''SPECTRUM MTR(2)RADIO RD PROG 12/31/2001 5,745 1.78 10,243 0%0 0
T&D Meters 3''SPECTRUM MTR(8)RADIO RD PROG 12/31/2001 18,265 1.78 32,564 0%0 0
T&D Meters FY12 3'' METERS REPLACED (2)12/31/2001 4,566 1.78 8,141 0%0 0
General Plant Vehicle 02 CHEVY 3/4T W/PLOW (210)2/5/2002 26,596 1.73 45,937 0%0 0
T&D Hydrant NEW HYDRANT-US93&W RESERVE 5/17/2002 1,353 1.73 2,337 0%0 0
T&D Mains Contributed STRTFRD VLG PH1 8''X1150' D 6/30/2002 2,898 1.73 5,006 0%0 0
T&D Mains Contributed SUNNYVIEW DR RECONST. SID 6/30/2002 129,547 1.73 223,761 0%0 0
T&D Meters 1.5''-3 6/30/2002 1,881 1.73 3,249 0%0 0
T&D Meters 2''-7 6/30/2002 6,636 1.73 11,462 0%0 0
T&D Meters 3''-2 6/30/2002 3,380 1.73 5,838 0%0 0
T&D Meters 4''-1 6/30/2002 2,280 1.73 3,938 0%0 0
T&D Hydrant HYDRANT-425 SUNNYVIEW 7/18/2002 1,457 1.73 2,517 0%0 0
T&D Hydrant HYDRANT-325 CLAREMONT 7/28/2002 3,857 1.73 6,661 0%0 0
T&D Hydrant HYDRANT-5TH AVE E&11TH ST E 8/20/2002 1,880 1.73 3,248 0%0 0
T&D Hydrant HYDRANT-HAWTHORNE & ROSEWOOD 8/21/2002 2,510 1.73 4,335 0%0 0
T&D Hydrant HYDRANT-7TH AVE WN&WEST WYOMING 8/22/2002 1,940 1.73 3,351 0%0 0
T&D Hydrant HYDRANT-7TH AVE EN&E OREGON 9/3/2002 1,693 1.73 2,924 0%0 0
T&D Hydrant HYDRANT-412 WINDWARD WAY 9/5/2002 2,709 1.73 4,679 0%0 0
T&D Hydrant HYDRANT-6TH AVE E&10TH ST E 9/9/2002 1,741 1.73 3,007 0%0 0
T&D Hydrant HYDRANT-8TH AVE W&9TH ST W 9/10/2002 3,266 1.73 5,641 0%0 0
T&D Hydrant HYDRANT-9TH AVE W&8TH ST W 9/18/2002 2,876 1.73 4,968 0%0 0
T&D Hydrant HYDRANT-4TH AVE E&14TH ST E 9/19/2002 3,352 1.73 5,790 0%0 0
T&D Hydrant HYDRANT-E CALIFORNIA&4TH AVE EN 9/24/2002 3,031 1.73 5,235 0%0 0
T&D Hydrant HYDRANT-W NEVADA&4TH AVE WN 9/25/2002 3,164 1.73 5,464 0%0 0
T&D Hydrant HYDRANT-W CALIFORNIA 9/26/2002 1,591 1.73 2,749 0%0 0Page 18 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-W OREGON&2ND AVE WN 10/7/2002 1,821 1.73 3,146 0%0 0
General Plant Equipment METER TEST BENCH 10/24/2002 12,738 1.73 22,002 0%0 0
T&D Hydrant HYDRANT-1ST AVE EN&E WYOMING 4/8/2003 3,666 1.69 6,185 0%0 0
T&D Hydrant HYDRANT-2ND AVE EN&E NEVADA 4/9/2003 3,135 1.69 5,288 0%0 0
T&D Hydrant HYDRANT-8TH AVE W&11TH ST W 4/10/2003 3,322 1.69 5,605 0%0 0
T&D Hydrant HYDRANT-3RD AVE WN-BTWN CA&W WA 4/11/2003 3,520 1.69 5,938 0%0 0
T&D Hydrant HYDRANT-200 GARLAND 4/15/2003 3,929 1.69 6,629 0%0 0
T&D Hydrant HYDRANT-213 GARLAND 4/16/2003 3,853 1.69 6,500 0%0 0
T&D Hydrant HYDRANT-201 KIRSTEN DR 4/17/2003 4,303 1.69 7,259 0%0 0
T&D Hydrant HYDRANT-332 COLLEGE AVE 4/22/2003 3,184 1.69 5,371 0%0 0
T&D Hydrant HYDRANT-404 COLLEGE AVE 4/24/2003 3,493 1.69 5,892 0%0 0
T&D Hydrant HYDRANT-440 COLLEGE AVE 4/28/2003 2,708 1.69 4,569 0%0 0
T&D Hydrant HYDRANT-W NEVADA&3RD AVE WN 4/29/2003 3,277 1.69 5,528 0%0 0
T&D Hydrant HYDRANT-4TH AVE EN(ACROSS FM CENEX)5/9/2003 2,015 1.69 3,399 0%0 0
T&D Hydrant HYDRANT-SHERRY LN&KIRSTEN 5/14/2003 4,192 1.69 7,072 0%0 0
T&D Hydrant HYDRANT-222 ROSEWOOD 5/22/2003 3,429 1.69 5,785 0%0 0
T&D Hydrant HYDRANT-5TH AVE E&2ND ST E 5/23/2003 2,108 1.69 3,557 0%0 0
T&D Hydrant HYDRANT-YELLOWSTONE(MIDDL OF BLOCK)5/28/2003 3,822 1.69 6,447 0%0 0
T&D Hydrant HYDRANT-65 ROSEWOOD 5/29/2003 3,819 1.69 6,443 0%0 0
T&D Hydrant HYDRANT-E CENTER&WOODLAND 6/3/2003 3,606 1.69 6,084 0%0 0
T&D Hydrant HYDRANT-8TH ST W&S MAIN 6/4/2003 3,537 1.69 5,968 0%0 0
T&D Hydrant HYDRANT-W END CHARLOTTE 6/18/2003 3,340 1.69 5,635 0%0 0
T&D Hydrant HYDRANT-HWY93 N(DNRC)6/24/2003 3,389 1.69 5,717 0%0 0
General Plant Equipment SOURCE WATER DELINEATION STUDY 6/30/2003 94,868 1.69 160,043 0%0 0
Source of Supply Buffalo Hill BUFFALO HILL WELL/BOOSTER UPGRADE 6/30/2003 249,924 1.69 421,622 100% 249,924 421,622
T&D Hydrant HYDRANT-E END CHARLOTTE 6/30/2003 4,420 1.69 7,456 0%0 0
T&D Hydrant Contributed HYDRANT-SE CORNER-W RESERVE&HWY93 D 6/30/2003 2,939 1.69 4,958 0%0 0
T&D Hydrant Contributed HYDRANT-1ST AVE W(BTWN 16TH&17TH) D 6/30/2003 2,939 1.69 4,958 0%0 0
T&D Hydrant Contributed HYDRANT-2450 HWY 93 S D 6/30/2003 2,939 1.69 4,958 0%0 0
T&D Hydrant Contributed HYDRANTS-STRATFORD VILLGE PH II(2)D 6/30/2003 5,878 1.69 9,916 0%0 0
T&D Hydrant Contributed HYDRANTS-NORTHVIEW PH I(4) D 6/30/2003 11,757 1.69 19,834 0%0 0
T&D Hydrant Contributed HYDRANTS-ASHLEY PARK PH IV(3) D 6/30/2003 8,818 1.69 14,876 0%0 0
T&D Mains Contributed MGS PARTNERS-12''X233' D 6/30/2003 10,839 1.69 18,285 0%0 0
T&D Mains Contributed JOE CLARK-8''X361' D 6/30/2003 14,060 1.69 23,719 0%0 0
T&D Mains Contributed JOHNSON BURTON EXT.8''X287' D 6/30/2003 11,440 1.69 19,299 0%0 0
T&D Mains Contributed STRATFORD VILLAGE PH II 8''X1818' D 6/30/2003 69,486 1.69 117,223 0%0 0
T&D Mains Contributed NORTHVIEW PH I 8''X2656' D 6/30/2003 106,825 1.69 180,214 0%0 0
T&D Mains Contributed ASHLEY PARK PH IV 8''X2109' D 6/30/2003 82,345 1.69 138,916 0%0 0
T&D Meters 1.5'' - 7 6/30/2003 4,455 1.69 7,516 0%0 0
T&D Meters 2'' - 11 6/30/2003 10,532 1.69 17,768 0%0 0
T&D Meters 4'' - 1 6/30/2003 2,290 1.69 3,863 0%0 0
General Plant Equipment RATE STUDY 7/1/2003 26,619 1.69 44,907 0%0 0
T&D Hydrant HYDRANT WOODLAND PARK POOL (5.5')7/1/2003 1,164 1.69 1,964 0%0 0
T&D Hydrant HYDRANT WOODLAND PARK POOL (6')7/1/2003 1,292 1.69 2,180 0%0 0
T&D Hydrant HYDRANT 1ST EN-WA ST(5')7/8/2003 2,503 1.69 4,223 0%0 0
T&D Hydrant HYDRANT 1ST WN-WYOMING(5.5')7/14/2003 2,421 1.69 4,085 0%0 0Page 19 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT 5TH E-1ST E (5.5')7/22/2003 3,221 1.69 5,433 0%0 0
T&D Hydrant HYDRANT 5TH E-7TH ST E (5'')8/6/2003 3,482 1.69 5,874 0%0 0
T&D Hydrant HYDRANT 6TH E - 6TH ST E (5.5')8/7/2003 3,760 1.69 6,343 0%0 0
T&D Hydrant HYDRANT 140 KELLY RD (6.5')8/13/2003 5,114 1.69 8,628 0%0 0
T&D Hydrant HYDRANT 160 KELLY RD (6')8/14/2003 4,298 1.69 7,251 0%0 0
T&D Hydrant HYDRANT 107 MALLARD DR (5')8/15/2003 4,371 1.69 7,374 0%0 0
T&D Hydrant HYDRANT 410 W AZ (5.5')10/8/2003 2,928 1.69 4,940 0%0 0
T&D Hydrant HYDRANT 7TH EN(BHND BITNEYS) (6')11/3/2003 8,327 1.69 14,047 0%0 0
T&D Hydrant HYDRANTS N LIGHTS TO PKWY DR (13)1/1/2004 35,555 1.59 56,432 0%0 0
T&D Mains N LTS TO PKWY DR(3724'8''/1490'12'')1/1/2004 281,859 1.59 447,362 100% 281,859 447,362
T&D Mains WA ST BTWN 7/8EN(365'8'')1/1/2004 39,141 1.59 62,125 100% 39,141 62,125
T&D Mains Contributed BLU HERN(1196'8''/478'10''/4325'12'')D 1/1/2004 167,867 1.59 266,436 0%0 0
T&D Hydrant HYDRANT 9TH W-4TH ST W (5')5/18/2004 2,492 1.59 3,956 0%0 0
T&D Hydrant HYDRANT 2ND E-12 ST W (5')5/25/2004 3,215 1.59 5,102 0%0 0
T&D Hydrant HYDRANT 2ND E-9TH ST E (5.5')5/26/2004 3,451 1.59 5,478 0%0 0
T&D Hydrant HYDRANT 2ND E-8TH ST E (5.5')6/3/2004 3,336 1.59 5,295 0%0 0
T&D Hydrant HYDRANT 4TH E-13TH ST E (6')6/9/2004 2,953 1.59 4,686 0%0 0
T&D Hydrant HYDRANT 4TH E-12TH ST E (5')6/16/2004 3,219 1.59 5,109 0%0 0
T&D Hydrant HYDRANT 5TH E-12TH ST E (6')6/24/2004 4,014 1.59 6,370 0%0 0
T&D Hydrant Contributed HYDRANTS ASHLEY PK PH V (4) D 6/30/2004 9,000 1.59 14,285 0%0 0
T&D Hydrant Contributed HYDRANTS BLUE HERON SUB PH I (5) D 6/30/2004 12,325 1.59 19,562 0%0 0
T&D Hydrant Contributed HYDRANTS J&L SUBDIVISION (1) D 6/30/2004 2,628 1.59 4,171 0%0 0
T&D Hydrant Contributed HYDRANTS NORTHVIEW HTS PH II (2) D 6/30/2004 5,256 1.59 8,342 0%0 0
T&D Hydrant Contributed HYDRANTS SUNNYSIDE SUBD PH II (5) D 6/30/2004 13,750 1.59 21,824 0%0 0
T&D Mains Contributed ASHLEY PK PH V(1966'8'') D 6/30/2004 46,745 1.59 74,193 0%0 0
T&D Mains Contributed J&L SUB(165'8'') D 6/30/2004 5,618 1.59 8,917 0%0 0
T&D Mains Contributed N VIEW HGTS PH II(1263'8'') D 6/30/2004 33,747 1.59 53,563 0%0 0
T&D Mains Contributed SUNNYSIDE SUB PH II(1969'8'') D 6/30/2004 50,000 1.59 79,359 0%0 0
T&D Meters METERS 3/4'' - 961 6/30/2004 189,317 1.59 300,481 0%0 0
T&D Meters METERS 1'' - 36 6/30/2004 14,148 1.59 22,455 0%0 0
T&D Meters METERS 1.5'' - 8 6/30/2004 5,608 1.59 8,901 0%0 0
T&D Meters METERS 2'' - 5 6/30/2004 5,285 1.59 8,388 0%0 0
T&D Mains FY05 N LTS TO PRKWY DR 7/1/2004 5,274 1.59 8,371 100% 5,274 8,371
T&D Hydrant HYDRANT 93 S & 12TH ST E(6.5')7/6/2004 2,274 1.59 3,609 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & 11TH ST E(5.5')7/14/2004 2,881 1.59 4,573 0%0 0
T&D Hydrant HYDRANT GLENWOOD-N GATWAY MLL(6.5')7/16/2004 2,905 1.59 4,611 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & 10TH ST E(5.5')7/20/2004 2,778 1.59 4,409 0%0 0
T&D Hydrant HYDRANT 5TH AVE E & 2ND ST E(5')7/23/2004 2,441 1.59 3,875 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & 6TH ST E(5')7/28/2004 2,923 1.59 4,639 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & 7TH ST E(5.5')9/21/2004 2,866 1.59 4,549 0%0 0
T&D Hydrant HYDRANT 9TH AV W & W CENTER(6')10/1/2004 2,881 1.59 4,572 0%0 0
T&D Hydrant HYDRANT 9TH AVE W & 2ND ST W(5')10/22/2004 2,502 1.59 3,971 0%0 0
General Plant Vehicle 05 CHEVY COLORADO (270)2/10/2005 16,157 1.52 24,503 0%0 0
General Plant Equipment INGERSOLL-RAND ROLLER/50%SWR (271)2/28/2005 13,572 1.52 20,584 0%0 0
T&D Hydrant HYDRANT 1990 TEAL DR(6.5')3/31/2005 2,573 1.52 3,902 0%0 0
General Plant Vehicle 05 GMC SAVANA UTIL VAN/56% (426)4/4/2005 7,685 1.52 11,656 0%0 0Page 20 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
General Plant Vehicle 05 GMC SAVANA UTIL VAN/56% (220)4/4/2005 7,685 1.52 11,656 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & 4TH ST E(5')5/2/2005 2,845 1.52 4,314 0%0 0
T&D Hydrant HYDRANT 4TH AV E & 1ST ST E(5.5')5/4/2005 2,871 1.52 4,354 0%0 0
T&D Hydrant HYDRANT 4TH AVE E & CENTER ST(5')5/9/2005 2,753 1.52 4,175 0%0 0
T&D Hydrant HYDRANT 3RD AVE E & 9TH ST E(5.5')5/10/2005 2,866 1.52 4,347 0%0 0
T&D Hydrant HYDRANT 3RD AVE E & 10TH ST E(5.5')5/12/2005 2,905 1.52 4,406 0%0 0
T&D Hydrant HYDRANT 3RD AVE E & 11TH ST E(5')5/23/2005 2,758 1.52 4,183 0%0 0
T&D Hydrant HYDRANT 5TH AVE E & 6TH ST E(5')5/25/2005 2,810 1.52 4,261 0%0 0
T&D Hydrant HYDRANT 640 W MT(5.5')5/26/2005 2,945 1.52 4,467 0%0 0
T&D Hydrant HYDRANT 5TH AVE E & 5TH ST E(5.5')6/1/2005 2,772 1.52 4,205 0%0 0
T&D Hydrant HYDRANT 3RD AVE W & 9TH ST W(6')6/14/2005 2,907 1.52 4,408 0%0 0
T&D Hydrant HYDRANT 5TH AVE WN & W OREGON(5.5')6/15/2005 2,323 1.52 3,523 0%0 0
T&D Hydrant HYDRANT N END PARKWAY(6.5')6/21/2005 2,548 1.52 3,865 0%0 0
Source of Supply Buffalo Hill WTR SUPPLY ELEC SYS UPGRADE 6/30/2005 346,497 1.52 525,508 100% 346,497 525,508
T&D Hydrant Contributed HYDRANT ASHLEY PK PH VI D 6/30/2005 4,320 1.52 6,552 0%0 0
T&D Hydrant Contributed HYDRANTS-ASHLEY PK PH VII D 6/30/2005 10,800 1.52 16,380 0%0 0
T&D Hydrant Contributed HYDRANTS-BLUE HERRON EST.PHII D 6/30/2005 4,320 1.52 6,552 0%0 0
T&D Hydrant Contributed HYDRANTS-DALEY FIELD LOT 3 D 6/30/2005 4,320 1.52 6,552 0%0 0
T&D Hydrant Contributed HYDRANTS-EMPIRE EST PH I&II D 6/30/2005 32,400 1.52 49,139 0%0 0
T&D Hydrant Contributed HYDRANTS-EMPIRE EST PH III D 6/30/2005 8,640 1.52 13,104 0%0 0
T&D Hydrant Contributed HYDRANTS-LEISURE HTS PH I D 6/30/2005 12,960 1.52 19,656 0%0 0
T&D Hydrant Contributed HYDRANTS-MUSKRAT SLOUGH D 6/30/2005 4,320 1.52 6,552 0%0 0
T&D Hydrant Contributed HYDRANTS-NORTHLAND SUB PH I D 6/30/2005 8,640 1.52 13,104 0%0 0
T&D Hydrant Contributed HYDRANTS-RIVER GLEN D 6/30/2005 2,160 1.52 3,276 0%0 0
T&D Hydrant Contributed HYDRANTS-WESTVIEW EST/SECTION 36 D 6/30/2005 10,800 1.52 16,380 0%0 0
T&D Hydrant Contributed HYDRANTS-SPRING PRAIRIE PH I D 6/30/2005 12,960 1.52 19,656 0%0 0
T&D Hydrant Contributed HYDRANTS-STRATFORD VILL PH III D 6/30/2005 19,440 1.52 29,483 0%0 0
T&D Hydrant Contributed HYDRANTS-3 MI SUB D 6/30/2005 17,280 1.52 26,207 0%0 0
T&D Hydrant Contributed HYDRANTS-WESTVIEW BUS CENTER D 6/30/2005 4,320 1.52 6,552 0%0 0
T&D Mains Contributed FY 05 STRTFRD VILL PH I D 6/30/2005 33,372 1.52 50,613 0%0 0
T&D Mains HWY 93 S(69'8''/18308'12'')6/30/2005 1,155,115 1.52 1,751,884 100% 1,155,115 1,751,884
T&D Mains Contributed ASHLEY PK PH VI(775'8'') D 6/30/2005 30,904 1.52 46,870 0%0 0
T&D Mains Contributed ASHLEY PK PH VII(1529'8'') D 6/30/2005 57,913 1.52 87,833 0%0 0
T&D Mains Contributed BL HRN PH II(833'8'') D 6/30/2005 31,779 1.52 48,197 0%0 0
T&D Mains Contributed DALEY FLD/LOT 3(1332'8'') D 6/30/2005 50,068 1.52 75,935 0%0 0
T&D Mains Contributed EMPIR EST PH I&II(6195'8''/180'12'')D 6/30/2005 254,136 1.52 385,431 0%0 0
T&D Mains Contributed EMPIR EST PH III(486'8'') D 6/30/2005 19,687 1.52 29,858 0%0 0
T&D Mains Contributed LEISURE HTS PH I(2007'8'') D 6/30/2005 77,931 1.52 118,193 0%0 0
T&D Mains Contributed MUSKRAT SLOUGH(621'8'') D 6/30/2005 23,385 1.52 35,466 0%0 0
T&D Mains Contributed NORTHLAND PH I(1280'8'') D 6/30/2005 51,912 1.52 78,731 0%0 0
T&D Mains Contributed RIVER GLEN(760'8'') D 6/30/2005 29,104 1.52 44,140 0%0 0
T&D Mains Contributed WESTVIEW EST-SECTION 36(5375'14'') D 6/30/2005 343,506 1.52 520,972 0%0 0
T&D Mains Contributed SPRING PR PH I(2050'12''/2110'14'') D 6/30/2005 239,204 1.52 362,784 0%0 0
T&D Mains Contributed STRATFORD VILL PH III(2479'8'') D 6/30/2005 93,980 1.52 142,533 0%0 0
T&D Mains Contributed 3 MILE SUBD(2803'8'') D 6/30/2005 107,730 1.52 163,387 0%0 0
T&D Mains Contributed WESTVIEW BUS CENTER(393'8'') D 6/30/2005 15,028 1.52 22,792 0%0 0Page 21 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Meters FY05 METERS-3/4''-1275 6/30/2005 265,200 1.52 402,211 0%0 0
T&D Meters FY05 METERS-1''-79 6/30/2005 32,390 1.52 49,124 0%0 0
T&D Meters FY05 METERS-1.5''-10 6/30/2005 7,300 1.52 11,071 0%0 0
T&D Meters FY05 METERS-2''-13 6/30/2005 14,300 1.52 21,688 0%0 0
T&D Meters FY05 METERS-3''-1 6/30/2005 1,930 1.52 2,927 0%0 0
T&D Hydrant HYDRANT-5TH AVE E/10TH ST E 4.5 7/5/2005 3,301 1.52 5,006 0%0 0
T&D Hydrant HYDRANT-5TH AVE E/3RD ST E 5 7/14/2005 3,615 1.52 5,483 0%0 0
T&D Hydrant HYDRANT-6TH AVE E/5TH ST E 5 7/18/2005 4,103 1.52 6,223 0%0 0
T&D Hydrant HYDRANT-6TH AVE E/7TH ST E 5 7/20/2005 4,077 1.52 6,183 0%0 0
T&D Hydrant HYDRANT-6TH AVE E/4TH ST E 5 8/16/2005 3,797 1.52 5,759 0%0 0
T&D Hydrant HYDRANT-1ST AVE WN/OREGON 6 8/24/2005 3,324 1.52 5,041 0%0 0
T&D Hydrant HYDRANT-WOODLAND/4TH ST E 5 9/13/2005 3,526 1.52 5,348 0%0 0
T&D Hydrant HYDRANT-1ST AVE WN/W CA 5 9/22/2005 3,202 1.52 4,856 0%0 0
T&D Hydrant HYDRANT-PARKWAY/SUMMIT 5.5 4/20/2006 6,729 1.46 9,804 0%0 0
T&D Hydrant HYDRANT-1ST AVE EN/CA 5.5 4/25/2006 2,948 1.46 4,295 0%0 0
T&D Hydrant HYDRANT-8TH AVE E/10TH ST E 5.5 4/26/2006 4,237 1.46 6,173 0%0 0
General Plant Vehicle 06 CHEVROLET K2500 (219)6/13/2006 19,431 1.46 28,309 0%0 0
General Plant Vehicle 06 GMC CANYON 27.5%6/21/2006 5,189 1.46 7,560 0%0 0
General Plant Vehicle 91 FORD F250 P/U W/UTIL BOX (242)6/30/2006 0 1.46 0 0%0 0
T&D Hydrant Contributed HYDRANTS-COTTONWOOD PK(5) D 6/30/2006 28,109 1.46 40,952 0%0 0
T&D Hydrant Contributed HYDRANTS-BLUE HERON PH 3(2) D 6/30/2006 11,243 1.46 16,380 0%0 0
T&D Hydrant Contributed HYDRANTS-EMPIRE EST PH 3/4(11) D 6/30/2006 61,839 1.46 90,094 0%0 0
T&D Hydrant Contributed HYDRANTS-GLACIER HIGH(8) D 6/30/2006 44,974 1.46 65,523 0%0 0
T&D Hydrant Contributed HYDRANTS-SINOPAH(2) D 6/30/2006 11,243 1.46 16,380 0%0 0
T&D Hydrant Contributed HYDRANTS-DAILY FIELD LOT 3(2) D 6/30/2006 11,243 1.46 16,380 0%0 0
T&D Hydrant Contributed HYDRANTS-ASHLEY PK PH VIII(3) D 6/30/2006 16,865 1.46 24,571 0%0 0
T&D Hydrant Contributed HYDRANTS-STRATFORD VILLAGE PH4(1) D 6/30/2006 5,622 1.46 8,191 0%0 0
T&D Hydrant Contributed HYDRANTS-THE GREENERY(3) D 6/30/2006 16,865 1.46 24,571 0%0 0
T&D Hydrant Contributed HYDRANTS-SPRING PRAIRIE PH II(5) D 6/30/2006 28,109 1.46 40,952 0%0 0
T&D Hydrant Contributed HYDRANTS-SEC.36 WATER&SWR(5) D 6/30/2006 28,109 1.46 40,952 0%0 0
T&D Hydrant Contributed HYDRANTS-W VIEW ESTATES PH 1(3) D 6/30/2006 16,865 1.46 24,571 0%0 0
T&D Hydrant Contributed HYDRANTS-LEISURE HTS PHII(5) D 6/30/2006 28,109 1.46 40,952 0%0 0
T&D Mains Contributed COTTONWOOD PK (2070'8'') D 6/30/2006 70,010 1.46 101,998 0%0 0
T&D Mains Contributed BLUE HERON PH 3 (975'8'') D 6/30/2006 27,863 1.46 40,594 0%0 0
T&D Mains Contributed EMPIRE ESTATES PH 3/4 (5562'8'')6/30/2006 169,961 1.46 247,618 0%0 0
T&D Mains Contributed GLACIER HIGH SCHOOL (2822'8'') D 6/30/2006 64,545 1.46 94,036 0%0 0
T&D Mains Contributed SINOPAH (540'8'') D 6/30/2006 15,824 1.46 23,054 0%0 0
T&D Mains Contributed DAILY FIELD SUB LOT 3(1332'8'') D 6/30/2006 33,256 1.46 48,451 0%0 0
T&D Mains Contributed ASHLEY PK PH VIII (1690'8'') D 6/30/2006 42,063 1.46 61,282 0%0 0
T&D Mains Contributed STRATFORD VILLAGE PH 4(405'8'') D 6/30/2006 11,443 1.46 16,671 0%0 0
T&D Mains Contributed THE GREENERY (1190'8'') D 6/30/2006 32,133 1.46 46,815 0%0 0
T&D Mains Contributed SPRNG PRAIRI PHII(150'8''/1038'10'')D 6/30/2006 99,891 1.46 145,532 0%0 0
T&D Mains Contributed SECT.36 WTR&SWR(5483'14'') D 6/30/2006 268,179 1.46 390,713 0%0 0
T&D Mains Contributed W VIEW EST.PH I(1138'8'') D 6/30/2006 32,194 1.46 46,904 0%0 0
T&D Mains W VIEW EST.PH.1-CITY UPSIZ(825'12'')6/30/2006 8,904 1.46 12,972 100% 8,904 12,972
T&D Mains Contributed LEISURE HTS PH II(2025'8'') D 6/30/2006 67,591 1.46 98,474 0%0 0Page 22 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Meters FY06 METERS-3/4''-1444 6/30/2006 300,144 1.46 437,283 0%0 0
T&D Meters FY06 METERS-1''-147 6/30/2006 60,270 1.46 87,808 0%0 0
T&D Meters FY06 METERS-1.5''-13 6/30/2006 9,490 1.46 13,826 0%0 0
T&D Meters FY06 METERS-2''-15 6/30/2006 16,500 1.46 24,039 0%0 0
T&D Meters FY06 METERS-3''-2 6/30/2006 3,850 1.46 5,609 0%0 0
T&D Meters FY06 METERS-4''-1 6/30/2006 2,951 1.46 4,299 0%0 0
T&D Hydrant HYDRANT-6TH AVE WN & W OREGON 5.5 8/31/2006 1,430 1.46 2,083 0%0 0
T&D Hydrant HYDRANT-6TH AVE WN & W CA 5.5 9/13/2006 1,401 1.46 2,040 0%0 0
T&D Hydrant HYDRANT-536 PARKWAY 6.5 9/22/2006 1,792 1.46 2,611 0%0 0
T&D Hydrant HYDRANT-206 KRISTEN DR. 6.5 9/25/2006 1,409 1.46 2,053 0%0 0
T&D Hydrant HYDRANT-8TH AVE E & 11TH ST E 5.5 9/27/2006 1,965 1.46 2,863 0%0 0
T&D Hydrant HYDRANT-5TH AVE W & W COLORADO 5 10/3/2006 1,309 1.46 1,907 0%0 0
T&D Hydrant HYDRANT-PARKWAY & SHERWOOD 5 10/4/2006 1,410 1.46 2,054 0%0 0
T&D Hydrant HYDRANT-WEDGEWOOD LN 6.5 10/10/2006 2,118 1.46 3,085 0%0 0
T&D Hydrant HYDRANT-2205 HWY 93 S 5.5 5/2/2007 5,790 1.42 8,206 0%0 0
T&D Hydrant HYDRANT-1275 HWY 2 W 6.5 6/4/2007 2,131 1.42 3,020 0%0 0
T&D Hydrant HYDRANT-530 SILVAN DR 6 6/25/2007 1,882 1.42 2,667 0%0 0
Source of Supply Old School Contributed OLD SCHOOL ST WATER WELL 86%SID 6/30/2007 643,614 1.42 912,259 14% 90,106 127,716
T&D Hydrant Contributed HYDRANT-CASCADE BUS. PARK D 6/30/2007 4,916 1.42 6,968 0%0 0
T&D Hydrant Contributed HYDRANT-FIRE ST #62 D 6/30/2007 4,916 1.42 6,968 0%0 0
T&D Hydrant Contributed HYDRANTS-(23)HUTTON RNCH PH.I D 6/30/2007 113,074 1.42 160,271 0%0 0
T&D Hydrant Contributed HYDRANTS-(7)THE MEADOWS D 6/30/2007 34,414 1.42 48,778 0%0 0
T&D Hydrant Contributed HYDRANTS-(7)MTN VISTA PH.I D 6/30/2007 34,414 1.42 48,778 0%0 0
T&D Hydrant Contributed HYDRANTS (8)-MTN VISTA PH.2 D 6/30/2007 39,330 1.42 55,746 0%0 0
T&D Hydrant Contributed HYDRANTS (4)-NORTHLAND PH.1 D 6/30/2007 19,665 1.42 27,873 0%0 0
T&D Hydrant Contributed HYDRANTS (6)-NORTHLAND PH.2 D 6/30/2007 29,498 1.42 41,810 0%0 0
T&D Hydrant Contributed HYDRANTS (18)-OLD SCHOOL ST D 6/30/2007 88,493 1.42 125,429 0%0 0
T&D Hydrant Contributed HYDRANTS (23)-SPRING CREEK D 6/30/2007 113,074 1.42 160,271 0%0 0
T&D Hydrant Contributed HYDRANT-SWANBERG WATER MN EXT D 6/30/2007 4,916 1.42 6,968 0%0 0
T&D Hydrant Contributed HYDRANTS (2)-WESTCOAST HOTEL D 6/30/2007 9,833 1.42 13,937 0%0 0
T&D Hydrant Contributed HYDRANTS (6)-WESTWOOD PK D 6/30/2007 29,498 1.42 41,810 0%0 0
T&D Hydrant Contributed HYDRANTS (4)-HWY 93 S D 6/30/2007 19,665 1.42 27,873 0%0 0
T&D Hydrant Contributed HYDRANTS (12)-LONE PINE MDWS D 6/30/2007 58,995 1.42 83,620 0%0 0
T&D Hydrant Contributed MERIDIAN-(9)HYDRANTS GRANT70%6/30/2007 33,408 1.42 47,353 0%0 0
T&D Mains Contributed ASPEN CR PH.1(2593'8''/743'12'') D 6/30/2007 124,971 1.42 177,134 0%0 0
T&D Mains Contributed CASCADE BUS. PK(105'8'') D 6/30/2007 3,161 1.42 4,480 0%0 0
T&D Mains Contributed FIRE ST #62(280'12'') D 6/30/2007 11,304 1.42 16,022 0%0 0
T&D Mains Contributed HTTON RNCH PH.1(4680'10''/1346'12'')D 6/30/2007 243,896 1.42 345,698 0%0 0
T&D Mains Contributed MEADOWS (2710'8'') D 6/30/2007 92,283 1.42 130,802 0%0 0
T&D Mains Contributed MTN VISTA PH.1(1845'8''/233'12'') D 6/30/2007 84,975 1.42 120,444 0%0 0
T&D Mains Contributed MTN VISTA PH.2(3084'8''/242'12'') D 6/30/2007 121,905 1.42 172,789 0%0 0
T&D Mains Contributed NORTHLAND PH.1(1350'8'') D 6/30/2007 48,966 1.42 69,405 0%0 0
T&D Mains Contributed NORTHLAND PH.2(3528'8'') D 6/30/2007 120,475 1.42 170,762 0%0 0
T&D Mains Contributed OLD SCHOOL ST(4300'10''/1430'14'') D 6/30/2007 256,221 1.42 363,168 0%0 0
T&D Mains Contributed SPRING CR(8260'8''/270'12'') D 6/30/2007 300,720 1.42 426,241 0%0 0
T&D Mains Contributed SWANBERG EXT(338'8'') D 6/30/2007 11,364 1.42 16,107 0%0 0Page 23 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains Contributed WESTCOAST HOTEL(241'8'') D 6/30/2007 7,254 1.42 10,282 0%0 0
T&D Mains Contributed WESTWOOD PK(3046'8'') 74%D 6/30/2007 111,212 1.42 157,632 26% 28,915 40,984
T&D Mains Contributed FVCC(350'8''/2000'12'') D 6/30/2007 91,275 1.42 129,373 0%0 0
T&D Mains Contributed HWY 93 S(10,500'18'') D 6/30/2007 669,600 1.42 949,093 0%0 0
T&D Mains Contributed LONE PINE MDW(3995'8''/1920'12'')71%D 6/30/2007 199,677 1.42 283,023 29% 57,906 82,077
T&D Mains Contributed MERIDIAN-WTR MN(10990'12'') GRANT70%6/30/2007 622,555 1.42 882,411 30% 186,766 264,723
T&D Meters FY07 METERS-3/4''-758 6/30/2007 157,664 1.42 223,473 0%0 0
T&D Meters FY07 METERS-1''-69 6/30/2007 28,290 1.42 40,098 0%0 0
T&D Meters FY07 METERS-1.5''-35 6/30/2007 25,550 1.42 36,215 0%0 0
T&D Meters FY07 METERS-2''-26 6/30/2007 28,600 1.42 40,538 0%0 0
T&D Meters FY07 METERS-3''-6 6/30/2007 11,550 1.42 16,371 0%0 0
T&D Meters FY07 METERS-4''-2 6/30/2007 5,902 1.42 8,366 0%0 0
Storage Storage SHEEPHERDER HILL WATER STORAGE SITE 7/1/2007 88,702 1.42 125,726 100% 88,702 125,726
T&D Mains HUTTON RANCH PH.1 UPSIZE 7/1/2007 12,500 1.42 17,718 100% 12,500 17,718
T&D Mains W VIEW EST PH1 7/1/2007 3,503 1.42 4,965 100% 3,503 4,965
T&D Hydrant HYDRANT(NEW)-1713.5 5TH AVE E 4.5 7/18/2007 3,139 1.42 4,450 0%0 0
T&D Hydrant HYDRANT-746 WOODLAND AVE 6 8/14/2007 1,877 1.42 2,660 0%0 0
T&D Hydrant HYDRANT-GATEWAY WEST MALL 6.5 8/23/2007 1,771 1.42 2,510 0%0 0
T&D Hydrant HYDRANT-WOODLAND&3RD ST E 6 8/23/2007 1,927 1.42 2,731 0%0 0
General Plant Equipment FY08 STERLING TK W/DUMP BODY 8/25/2007 94,387 1.42 133,785 0%0 0
T&D Hydrant HYDRANT-WOODLAND&7TH ST E 6 9/10/2007 1,386 1.42 1,965 0%0 0
T&D Hydrant HYDRANT-WOODLAND&6TH ST E 6.5 9/18/2007 1,496 1.42 2,121 0%0 0
T&D Hydrant HYDRANT-WOODLAND&5TH ST E 5.5 9/19/2007 1,346 1.42 1,908 0%0 0
T&D Hydrant HYDRANT-WOODLAND&9TH ST E 6.5 10/23/2007 1,758 1.42 2,492 0%0 0
T&D Hydrant HYDRANT-WOODLAND&MEMORY LN 6 11/1/2007 1,358 1.42 1,926 0%0 0
T&D Hydrant HYDRANT-IDAHO&3RD AVE WN 6 11/8/2007 1,474 1.42 2,089 0%0 0
T&D Hydrant HYDRANT-WEDGEWOOD&CRESTVIEW 9 12/5/2007 2,265 1.42 3,210 0%0 0
T&D Hydrant HYDRANT-CITY SHOPS/NEW SHOP 6 12/21/2007 5,219 1.42 7,397 0%0 0
General Plant Equipment FY08 HYSTER-6000 LB CAPACITY 2/29/2008 4,625 1.36 6,284 0%0 0
Source of Supply Grandview FY08 GRANDVIEW WELL REHAB 3/1/2008 33,105 1.36 44,981 100% 33,105 44,981
General Plant Vehicle 08 GMC 3/4T W/UTILITY BOX 3/24/2008 27,784 1.36 37,752 0%0 0
T&D Hydrant HYDRANT-3 GLACIER ST 6 4/2/2008 1,429 1.36 1,941 0%0 0
T&D Hydrant HYDRANT-23 GLACIER ST 6.5 5/6/2008 1,543 1.36 2,096 0%0 0
T&D Hydrant Contributed HYDRANTS-DIAMOND RIDGE D 6/30/2008 12,198 1.36 16,573 0%0 0
T&D Hydrant Contributed HYDRANTS(9)EISINGER WTR EXT D 6/30/2008 36,593 1.36 49,720 0%0 0
T&D Hydrant Contributed HYDRANT(1)US 93 N TO SILVERBROOK D 6/30/2008 4,066 1.36 5,524 0%0 0
T&D Hydrant Contributed HYDRANTS(7)TREELINE RD D 6/30/2008 28,461 1.36 38,671 0%0 0
T&D Hydrant Contributed HYDRANTS(2)SPRING PRAIRIE PRO1 D 6/30/2008 8,132 1.36 11,049 0%0 0
T&D Hydrant Contributed HYDRANTS(59)SILVERBROOK D 6/30/2008 239,885 1.36 325,945 0%0 0
T&D Hydrant Contributed HYDRANTS(2)MTN VISTA PH.3 D 6/30/2008 8,132 1.36 11,049 0%0 0
T&D Hydrant Contributed HYDRANTS(2)HOLIDAY INN EXPRESS D 6/30/2008 8,132 1.36 11,049 0%0 0
T&D Hydrant Contributed HYDRANT(1)GARDNER EXT. D 6/30/2008 4,066 1.36 5,524 0%0 0
T&D Hydrant Contributed HYDRANTS(8)RESERVE LP D 6/30/2008 32,527 1.36 44,196 0%0 0
T&D Hydrant Contributed HYDRANTS(4)W VIEW ESTATES PH.2 D 6/30/2008 16,263 1.36 22,098 0%0 0
T&D Mains BUFFALO HILL PROJ(800'12''/400'18'')6/30/2008 100,275 1.36 136,250 100% 100,275 136,250
T&D Mains Contributed DIAMOND RIDGE(1648'8'') D 6/30/2008 46,077 1.36 62,607 0%0 0Page 24 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains 93N-SLVRBRK(115'8''/192'12''/11591'14 6/30/2008 531,168 1.36 721,728 100% 531,168 721,728
T&D Mains Contributed TREELINE RD(53'8''/2189'12'') D 6/30/2008 91,593 1.36 124,453 0%0 0
T&D Mains Contributed SPRING PRAIRIE(547'12''/1366'14'') D 6/30/2008 59,235 1.36 80,486 0%0 0
T&D Mains Contributed SILVERBROOK(19453'8''/9259'14'') D 6/30/2008 977,597 1.36 1,328,318 0%0 0
T&D Mains Contributed MTN VISTA PH.3(1240'8'') D 6/30/2008 32,910 1.36 44,716 0%0 0
T&D Mains Contributed HOLIDAY INN EXP(375'12'') D 6/30/2008 10,757 1.36 14,616 0%0 0
T&D Mains Contributed EISINGER WTR EXT(1864'8''/1018'14'')D 6/30/2008 111,770 1.36 151,868 0%0 0
T&D Mains Contributed GARDNER EXT(731'8''/1202'12'') D 6/30/2008 43,272 1.36 58,796 0%0 0
T&D Mains Contributed RES.LP(1935'8''/1010'12''/151'14'') D 6/30/2008 97,286 1.36 132,188 0%0 0
T&D Mains Contributed W VIEW EST PH.2(2078'8'') D 6/30/2008 62,599 1.36 85,057 0%0 0
T&D Mains SPRING PRAIRIE UPSIZE 6/30/2008 9,305 1.36 12,644 100% 9,305 12,644
T&D Mains HOLIDAY INN EXP UPSIZE 6/30/2008 6,072 1.36 8,251 100% 6,072 8,251
T&D Mains RESERVE LP UPSIZE 6/30/2008 15,592 1.36 21,185 100% 15,592 21,185
T&D Mains GARDNER EXT. UPSIZE 6/30/2008 32,631 1.36 44,337 100% 32,631 44,337
T&D Meters FY08 METERS-3/4''(476)6/30/2008 99,008 1.36 134,528 0%0 0
T&D Meters FY08 METERS-1''(44)6/30/2008 18,260 1.36 24,811 0%0 0
T&D Meters FY08 METERS-1.5''(22)6/30/2008 16,060 1.36 21,822 0%0 0
T&D Meters FY08 METERS-2''(18)6/30/2008 21,600 1.36 29,349 0%0 0
T&D Meters FY08 METERS-4''(1)6/30/2008 2,980 1.36 4,049 0%0 0
T&D Hydrant HYDRANT-1224 1ST AVE W 6.5 8/26/2008 2,022 1.36 2,747 0%0 0
T&D Hydrant HYDRANT-3RD AVE E & 14TH ST E 6 8/27/2008 1,981 1.36 2,691 0%0 0
T&D Hydrant HYDRANT-1429 4TH ST W 5.5 9/10/2008 1,774 1.36 2,411 0%0 0
T&D Hydrant HYDRANT(NEW)-1ST AVE EN&E ID 6 10/1/2008 3,010 1.36 4,090 0%0 0
T&D Hydrant HYDRANT-1ST AVE EN & E MT 4.5 10/15/2008 1,226 1.36 1,665 0%0 0
T&D Hydrant HYDRANT-N MAIN ST & E WY 5.5 10/22/2008 2,316 1.36 3,147 0%0 0
T&D Hydrant HYDRANT(NEW)-2ND AVE WN&W NV 7 10/23/2008 3,766 1.36 5,117 0%0 0
General Plant Equipment FY09 TILT DECK TRAILER(TRAIL KING)2/25/2009 20,895 1.32 27,518 0%0 0
General Plant Vehicle 2009 FORD RANGER (62.5%)2/28/2009 11,175 1.32 14,717 0%0 0
General Plant Vehicle 2009 FORD RANGER (62.5%)2/28/2009 11,175 1.32 14,717 0%0 0
T&D Hydrant HYDRANT-155 INDIAN TRAIL 4.5 3/18/2009 3,301 1.32 4,347 0%0 0
General Plant Equipment 2009 BOBCAT (20%)3/25/2009 10,576 1.32 13,929 0%0 0
T&D Hydrant HYDRANT-APPLEWAY 6.5 4/16/2009 2,005 1.32 2,641 0%0 0
T&D Hydrant HYDRANT-WWTP 5 6/22/2009 1,175 1.32 1,547 0%0 0
Source of Supply Westview FY09 UPPER ZONE PROD(WESTVIEW WELL)6/30/2009 853,355 1.32 1,123,842 100% 853,355 1,123,842
Storage Storage FY09 UPPR ZONE STORAG(SHPHRDR HILL)6/30/2009 3,723,370 1.32 4,903,561 100% 3,723,370 4,903,561
T&D Hydrant HYDRANTS(3)TIMBERWOLF PH 1A 6/30/2009 12,490 1.32 16,449 0%0 0
T&D Hydrant HYDRANTS(9)SPRING PRAIRIE PH 3 6/30/2009 37,470 1.32 49,347 0%0 0
T&D Hydrant HYDRANTS(2)SPRING CK APT'S PH 1 6/30/2009 8,327 1.32 10,966 0%0 0
T&D Mains Contributed TMBRWLF PH1A475'8''/545'12''/932'14''D 6/30/2009 107,767 1.32 141,925 0%0 0
T&D Mains Contributed SPRNG PRAIRIE PH3 1436'8''/83'12'' D 6/30/2009 60,307 1.32 79,422 0%0 0
T&D Mains Contributed SPRING CK APT PH1 226'8'' D 6/30/2009 9,153 1.32 12,054 0%0 0
T&D Mains SPRING PRAIRIE UPSIZE 6/30/2009 8,882 1.32 11,698 100% 8,882 11,698
T&D Meters FY09 METERS-3/4''(320)6/30/2009 67,840 1.32 89,343 0%0 0
T&D Meters FY09 METERS-1''(15)6/30/2009 6,225 1.32 8,198 0%0 0
T&D Meters FY09 METERS-1.5''(19)6/30/2009 13,290 1.32 17,503 0%0 0
T&D Meters FY09 METERS-2''(22)6/30/2009 18,375 1.32 24,199 0%0 0Page 25 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Hydrant HYDRANT-EN WASH & 4TH ST EN 5.5 8/17/2009 2,376 1.32 3,130 0%0 0
T&D Hydrant HYDRANT-7TH AVE EN & WASH 5 8/24/2009 2,067 1.32 2,722 0%0 0
T&D Hydrant HYDRANT-GARLAND & SALISH CT 6.5 11/19/2009 2,060 1.32 2,713 0%0 0
General Plant Equipment 2008 KUBOTA ZG222-48S MOWER 11/25/2009 5,999 1.32 7,900 0%0 0
T&D Hydrant HYDRANT-39 MUSKRAT 6.5 3/22/2010 1,828 1.28 2,345 0%0 0
General Plant Vehicle 2011 FORD 350 W/SERVICE BODY 5/26/2010 39,002 1.28 50,037 0%0 0
T&D Hydrant Contributed US 93 BYPASS HYDRANT RELOCATE TIF 6/30/2010 3,385 1.28 4,342 0%0 0
T&D Hydrant Contributed HYDRANTS(4)BISMRK,S OF SNNYSIDE D 6/30/2010 13,538 1.28 17,368 0%0 0
T&D Hydrant Contributed HYDRANT(1)911 CENTER-STILLWTR RD D 6/30/2010 3,385 1.28 4,342 0%0 0
T&D Mains 93 BYPASS 23'8''/464'14'' TIF/GR(78%)6/30/2010 69,310 1.28 88,919 100% 69,310 88,919
T&D Mains 93 BYPASS 1166'14''/736'16'' GR(61%)6/30/2010 219,169 1.28 281,177 100% 219,169 281,177
T&D Mains 1ST AVE E & ID ST XING(140'12'')6/30/2010 32,385 1.28 41,547 100% 32,385 41,547
T&D Mains PARKWAY DR(360'8'')6/30/2010 69,818 1.28 89,571 100% 69,818 89,571
T&D Mains Contributed ASHLEY HGTS(1333'8'') D 6/30/2010 38,515 1.28 49,412 0%0 0
T&D Mains Contributed 911 CENTER(150'12'') D 6/30/2010 7,628 1.28 9,785 0%0 0
T&D Mains Contributed WALMART(725'8'') D 6/30/2010 26,041 1.28 33,409 0%0 0
T&D Meters FY10 METERS-3/4''(389)6/30/2010 82,468 1.28 105,800 0%0 0
T&D Meters FY10 METERS-1''(23)6/30/2010 9,545 1.28 12,246 0%0 0
T&D Meters FY10 METERS-1.5''(22)6/30/2010 11,100 1.28 14,240 0%0 0
T&D Meters FY10 METERS-2''(37)6/30/2010 23,610 1.28 30,290 0%0 0
T&D Meters FY10 METERS-3''(3)6/30/2010 3,090 1.28 3,964 0%0 0
T&D Meters FY10 METERS-4''(1)6/30/2010 750 1.28 962 0%0 0
T&D Hydrant HYDRANT-CORP. DR & HWY 2 W 6.5 7/28/2010 1,624 1.28 2,084 0%0 0
General Plant Equipment 2011 CATEPILLAR BACKHOE 2/3/2011 106,232 1.24 132,207 0%0 0
Source of Supply Section 36 DEVELOP H2O SUPPLY-SEC. 36 WELL 6/30/2011 92,626 1.24 115,274 100% 92,626 115,274
Storage Storage SECURITY SYS UPGRADES(WELL/TANK)6/30/2011 31,286 1.24 38,936 100% 31,286 38,936
T&D Hydrant HYDRANT-AIRPORT RD 6/30/2011 2,411 1.24 3,001 0%0 0
T&D Hydrant HYDRANT-11TH ST E 6/30/2011 4,300 1.24 5,351 0%0 0
T&D Hydrant Contributed HYDRANT-TRIPLE W(93 S) D 6/30/2011 4,300 1.24 5,351 0%0 0
T&D Hydrant Contributed HYDRANTS(2)420 GRANDVIEW DR D 6/30/2011 8,600 1.24 10,703 0%0 0
T&D Hydrant Contributed HYDRANTS(5)LOT 2/OLD SCHOOL ST D 6/30/2011 21,500 1.24 26,757 0%0 0
T&D Mains 11TH ST E/7TH AV E TO WDLD(1016'8'')6/30/2011 167,942 1.24 209,006 100% 167,942 209,006
T&D Mains AIRPORT RD&MERGANSER(220'8'')6/30/2011 7,651 1.24 9,522 100% 7,651 9,522
T&D Mains Contributed TRIPLE W-93 S(10'8''/500'12'') D 6/30/2011 27,119 1.24 33,750 0%0 0
T&D Mains Contributed ACCESS. SP/420 GRANDVW DR(454'8'') D 6/30/2011 21,473 1.24 26,723 0%0 0
T&D Mains Contributed FED EX/LOT 2 OLD SCH(1120'8'') D 6/30/2011 51,330 1.24 63,881 0%0 0
T&D Meters FY11 METERS-3/4''(428)6/30/2011 81,320 1.24 101,204 0%0 0
T&D Meters FY11 METERS-1''(20)6/30/2011 5,500 1.24 6,845 0%0 0
T&D Meters FY11 METERS-1.5''(18)6/30/2011 7,560 1.24 9,409 0%0 0
T&D Meters FY11 METERS-2''(30)6/30/2011 12,900 1.24 16,054 0%0 0
T&D Meters FY11 METERS-3''(2)6/30/2011 1,160 1.24 1,444 0%0 0
T&D Meters FY11 METERS-4''(1)6/30/2011 750 1.24 933 0%0 0
T&D Hydrant HYDRANT-1514 S WDLND DR-6''10/11/2011 5,690 1.24 7,081 0%0 0
General Plant Vehicle 2012 1/2T GMC EXCAB 4X4 2/27/2012 24,156 1.21 29,307 0%0 0
General Plant Vehicle 2012 1T GMC 4X4 W/SERV BODY&LFT GT 4/13/2012 33,948 1.21 41,186 0%0 0
T&D Hydrant Contributed HYDRANTS (3)RESERVE DR S D 6/30/2012 13,881 1.21 16,841 0%0 0Page 26 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Mains FY12 UPPER/LOWER ZONE INTERCONN.6/30/2012 69,975 1.21 84,895 100% 69,975 84,895
T&D Mains Contributed RESERVE DR S(87'8''/519'12'') D 6/30/2012 30,531 1.21 37,040 0%0 0
T&D Mains Contributed US93 BYPASS(44'8''/352'10'') D 6/30/2012 16,882 1.21 20,482 0%0 0
T&D Meters FY12 METERS-3/4''(594)6/30/2012 100,980 1.21 122,511 0%0 0
T&D Meters FY12 METERS-1''(59)6/30/2012 19,175 1.21 23,263 0%0 0
T&D Meters FY12 METERS-1.5''(25)6/30/2012 10,500 1.21 12,739 0%0 0
T&D Meters FY12 METERS-2''(25)6/30/2012 10,750 1.21 13,042 0%0 0
T&D Meters FY12 METERS-3''(3)6/30/2012 4,965 1.21 6,024 0%0 0
T&D Mains FY13 CO ST WTR MN EXTENSION 9/1/2012 285,545 1.21 346,428 100% 285,545 346,428
General Plant Equipment FY13 PLOW FOR 1T 9/20/2012 6,245 1.21 7,577 0%0 0
General Plant Equipment FY13 HYDRAULIC SUBMERSIBLE PUMP 10/4/2012 7,749 1.21 9,402 0%0 0
General Plant Equipment FY13 ARCGIS/CITY WORKS SYSTEM 11/30/2012 25,201 1.21 30,575 0%0 0
Source of Supply Armory FY13 ARMORY WELL GENERATOR REPL 11/30/2012 68,793 1.21 83,461 100% 68,793 83,461
T&D Mains 1ST AVE EN WATER MN 1/1/2013 214,992 1.18 254,317 100% 214,992 254,317
General Plant Equipment FY13 VALVE MAINT. TRLR 3/7/2013 52,750 1.18 62,399 0%0 0
T&D Hydrant HYDRANT-N MAIN & E NEVADA 5/1/2013 3,214 1.18 3,802 0%0 0
T&D Hydrant Contributed HYDRANT-HUTTON RNCH RD-N OF WLMRT D 6/30/2013 4,154 1.18 4,914 0%0 0
T&D Mains Contributed HUTTON RNCH RD(287'10'') D 6/30/2013 16,790 1.18 19,861 0%0 0
T&D Mains Contributed US93 & N OF GRANDVIEW(482'12'') D 6/30/2013 31,664 1.18 37,456 0%0 0
T&D Meters FY13 METERS-3/4''(725)6/30/2013 137,750 1.18 162,946 0%0 0
T&D Meters FY13 METERS-1''(20)6/30/2013 6,280 1.18 7,429 0%0 0
T&D Meters FY13 METERS-1.5''(11)6/30/2013 4,620 1.18 5,465 0%0 0
T&D Meters FY13 METERS-2''(8)6/30/2013 3,440 1.18 4,069 0%0 0
T&D Meters FY13 METERS-3''(2)6/30/2013 1,160 1.18 1,372 0%0 0
General Plant Equipment FY14 SURVEY GRADE GPS SYSTEM-25%12/12/2013 7,797 1.18 9,223 0%0 0
General Plant Equipment FY14 HP DESIGNJET T1200 HD PRINTER-25%1/9/2014 5,596 1.15 6,444 0%0 0
General Plant Vehicle 2014 FORD 3/4 T 4X4 SERVICE PICKUP 6/2/2014 26,511 1.15 30,529 0%0 0
Source of Supply Section 36 FY14 DEVELOP SECTION 36 WELL 6/30/2014 13,877 1.15 15,981 100% 13,877 15,981
Storage Storage FY14 LOWER ZONE RESERVOIR IMPROVEMENTS 6/30/2014 68,303 1.15 78,655 100% 68,303 78,655
Storage Storage FY14 SCADA SYSTEM UPGRADES/IMPROVEMENTS 6/30/2014 22,092 1.15 25,440 100% 22,092 25,440
T&D Hydrant FY14 (10) HYDRANTS-CITY INSTALLED 6/30/2014 35,689 1.15 41,098 0%0 0
T&D Hydrant Contributed FY14 (29) HYDRANTS DEVELOPERS 6/30/2014 111,211 1.15 128,066 0%0 0
T&D Mains FY14 S WOODLAND DR (619'8''/1319'12'')6/30/2014 282,447 1.15 325,254 100% 282,447 325,254
T&D Mains FY14 2ND AVE WN MAIN REPL (833'8'')6/30/2014 164,278 1.15 189,176 100% 164,278 189,176
T&D Mains Contributed US 93 S-FRED'S APPL. (312'8''/652'10'') DEVELOPER 6/30/2014 57,402 1.15 66,102 0%0 0
T&D Mains Contributed TIMBERWOLF DR N OF RES. LP-GLACIER EYE (998'8'') DEVELOPER 6/30/2014 50,705 1.15 58,390 0%0 0
T&D Mains Contributed US 93 N/RES. DR-ARMY RES. CNTR (266'8''/770'10''/148'12'') DEVE 6/30/2014 54,489 1.15 62,747 0%0 0
T&D Mains Contributed N MERIDIAN/N OF 3 MI-KIDDS DENTAL(600'8'') DEVELOPER 6/30/2014 28,210 1.15 32,485 0%0 0
T&D Mains Contributed NORTHLAND DR/4 MI-NORTHLAND PH 4 (1722'8''/190'12'') DEVELOPER6/30/2014 93,358 1.15 107,507 0%0 0
T&D Mains Contributed GLENWD DR N OF 2 MI-EXPRESSIONS (186'8'') DEVELOPER 6/30/2014 11,480 1.15 13,220 0%0 0
T&D Mains Contributed TREELINE RD @ HWY 93 (1316'8''/2250'10''/120'12'') DEVELOPER 6/30/2014 155,755 1.15 179,361 0%0 0
T&D Mains Contributed 93 BYPASS RELOCATE/UPSIZE (1502'12'') 72% MDOT GRANT 6/30/2014 160,614 1.15 184,956 0%0 0
T&D Meters FY14 METERS - 3/4'' (447)6/30/2014 87,165 1.15 100,375 0%0 0
T&D Meters FY14 METERS - 1'' (20)6/30/2014 7,415 1.15 8,539 0%0 0
T&D Meters FY14 METERS - 1.5'' (12)6/30/2014 5,460 1.15 6,288 0%0 0
T&D Meters FY14 METERS - 2'' (17)6/30/2014 13,755 1.15 15,840 0%0 0Page 27 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Meters FY14 METERS - 3'' (1)6/30/2014 1,435 1.15 1,652 0%0 0
T&D Mains Contributed FY15 ADDITIONAL COST OF FY14 ASSET #03179 GRANT 70%7/1/2014 27,944 1.15 32,180 30% 8,383 9,654
Source of Supply Depot Park FY15 DEPOT WELL REVITALIZATION 6/30/2015 5,322 1.12 5,977 100% 5,322 5,977
Storage Storage FY15 SCADA SYSTEM UPGRADES/IMPROVEMENTS 6/30/2015 5,283 1.12 5,933 100% 5,283 5,933
Storage Storage FY15 SHEEPHERDER TANK MIXER 6/30/2015 10,509 1.12 11,801 100% 10,509 11,801
T&D Hydrant FY15 (8) HYDRANTS-CITY INSTALLED 6/30/2015 32,504 1.12 36,501 0%0 0
T&D Hydrant Contributed FY15 (6) HYDRANTS - DEVELOPERS 6/30/2015 24,448 1.12 27,454 0%0 0
T&D Mains FY15 4TH AVE EN (75'8''/1877'12''/100'14'')6/30/2015 637,147 1.12 715,494 100% 637,147 715,494
T&D Mains Contributed FY15 FED EX (103'8'') DEVELOPER 6/30/2015 6,084 1.12 6,832 0%0 0
T&D Mains Contributed FY15 FLTHD COUNTY FG PH 1 (655'8'') DEVELOPER 6/30/2015 52,028 1.12 58,426 0%0 0
T&D Mains Contributed FY15 FLTHD COUNTY FG PH 2 (531'8'') DEVELOPER 6/30/2015 34,735 1.12 39,006 0%0 0
T&D Mains Contributed FY15 MTN VISTA PH 4A (398'8'') DEVELOPER 6/30/2015 38,868 1.12 43,647 0%0 0
T&D Meters FY15 METERS - 3/4'' (222)6/30/2015 43,290 1.12 48,613 0%0 0
T&D Meters FY15 METERS - 1'' (3)6/30/2015 1,155 1.12 1,297 0%0 0
T&D Meters FY15 METERS - 1.5'' (5)6/30/2015 3,175 1.12 3,565 0%0 0
T&D Meters FY15 METERS - 2'' (3)6/30/2015 2,805 1.12 3,150 0%0 0
Source of Supply Silverbrook Contributed FY16 SILVERBROOK WELL HOUSE/CONTENTS DEVELOPER 7/1/2015 365,000 1.12 409,882 0%0 0
Storage Storage BACK UP POWER - SHEEPHERDER HILL 7/1/2015 11,021 1.12 12,377 100% 11,021 12,377
Source of Supply Westview WESTVIEW WELL VFD UPGRADE 4/1/2016 30,369 1.09 33,171 100% 30,369 33,171
Source of Supply Old School OLD SCHOOL WELL SAND SEPARATOR 5/1/2016 15,392 1.09 16,812 100% 15,392 16,812
Storage Storage FY16 SCADA SYSTEM UPGRADES/IMPROVEMENTS 6/30/2016 10,307 1.09 11,258 100% 10,307 11,258
T&D Hydrant FY16 (6) HYDRANTS - CITY INSTALLED 6/30/2016 33,523 1.09 36,616 0%0 0
T&D Hydrant Contributed FY16 (21) HYDRANTS - DEVELOPERS 6/30/2016 69,696 1.09 76,127 0%0 0
T&D Mains FY16 2ND AVE WN (636'8''/120'10'')6/30/2016 208,650 1.09 227,903 100% 208,650 227,903
T&D Mains FY16 2ND AVE E (31'6''/735'8'')6/30/2016 163,382 1.09 178,458 100% 163,382 178,458
T&D Mains FY16 ADDITIONAL COST OF FY14 ASSET #03179 6/30/2016 9,281 1.09 10,137 100% 9,281 10,137
T&D Mains Contributed FY16 BEEHIVE HOMES (308'8''/51'10''/20'14'') DEVELEOPER 6/30/2016 29,559 1.09 32,286 0%0 0
T&D Mains Contributed FY16 CAPTAINS MARINE (1650'8'') DEVELOPER 6/30/2016 52,028 1.09 56,829 0%0 0
T&D Mains Contributed FY16 OWL VIEW TOWNHOUSES SUB (171'8'') DEVELOPER 6/30/2016 25,619 1.09 27,983 0%0 0
T&D Mains Contributed FY16 SPRING PRAIRIE PH IV (4568'12'') DEVELOPER 6/30/2016 319,958 1.09 349,482 0%0 0
T&D Mains Contributed 1060' 12''/750' 8''/120' 6'' AC-SID 309 6/30/2016 11,833 1.09 12,925 0%0 0
T&D Mains 1020' 2'' COPPER 6/30/2016 2,916 1.09 3,185 100% 2,916 3,185
T&D Meters FY16 METERS - 3/4'' (213)6/30/2016 38,340 1.09 41,878 0%0 0
T&D Meters FY16 METERS - 1'' (11)6/30/2016 4,235 1.09 4,626 0%0 0
T&D Meters FY16 METERS - 1.5'' (10)6/30/2016 6,750 1.09 7,373 0%0 0
T&D Meters FY16 METERS - 2'' (16)6/30/2016 14,960 1.09 16,340 0%0 0
T&D Meters FY16 METERS - 3'' (1)6/30/2016 1,450 1.09 1,584 0%0 0
T&D Hydrant FY17 (5) HYDRANTS - CITY INSTALLED 6/30/2017 12,797 1.06 13,531 0%0 0
T&D Hydrant Contributed FY17 (6) HYDRANTS - DEVELOPERS 6/30/2017 28,688 1.06 30,333 0%0 0
T&D Mains Contributed FY17 FUEL FITNESS (292'8'') DEVELOPER 6/30/2017 18,408 1.06 19,464 0%0 0
T&D Mains Contributed FY17 HERBERGER'S EXPAN. (527'8'') - DEVELOPER 6/30/2017 26,514 1.06 28,035 0%0 0
T&D Mains Contributed FY17 IMMANUEL LUTHERAN (412'12'') - DEVELOPER 6/30/2017 33,160 1.06 35,062 0%0 0
T&D Mains Contributed MOUNTAIN VISTA PHASE 4B (180'8'') -DEVELOPER 6/30/2017 21,833 1.06 23,085 0%0 0
T&D Meters FY17 METERS - 3/4'' (223)6/30/2017 40,140 1.06 42,442 0%0 0
T&D Meters FY17 METERS - 1'' (19)6/30/2017 7,125 1.06 7,534 0%0 0
T&D Meters FY17 METERS - 1 1/2'' (3)6/30/2017 1,800 1.06 1,903 0%0 0Page 28 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Meters FY17 METERS - 2'' (17)6/30/2017 15,895 1.06 16,807 0%0 0
T&D Meters FY17 METERS - 3'' (1)6/30/2017 580 1.06 613 0%0 0
T&D Meters FY17 METERS - 4'' (1)6/30/2017 2,615 1.06 2,765 0%0 0
T&D Meters 3/4'' - 25 7/1/2017 4,360 1.06 4,611 0%0 0
T&D Meters 1'' - 19 7/1/2017 6,259 1.06 6,618 0%0 0
T&D Meters 1.5''SPECTRUM MTR(17)RADIO RD PROG 7/1/2017 15,701 1.06 16,601 0%0 0
T&D Meters 2''SPECTRUM MTR(60)RADIO RD PROG 7/1/2017 83,569 1.06 88,362 0%0 0
General Plant Equipment ROBOTIC TOTAL STATION 11/30/2017 7,004 1.06 7,406 0%0 0
General Plant Equipment FY18 SAND/COLD MIX STORAGE SHED 12/31/2017 49,375 1.06 52,207 0%0 0
General Plant Vehicle 2018 NISSAN ROGUE 3/31/2018 22,728 1.02 23,202 0%0 0
Source of Supply Old School FY18 OLD SCHOOL STATION WELL FREQ. DRIVES 3/31/2018 44,830 1.02 45,766 100% 44,830 45,766
Source of Supply Noffsinger Contributed FY18 GENERATOR - NOFFSINGER SPRING (ST GRANT)6/30/2018 66,679 1.02 68,071 0%0 0
T&D Hydrant Contributed FY18 (6) HYDRANTS - DEVELOPERS 6/30/2018 35,278 1.02 36,014 0%0 0
T&D Mains FY18 4TH AVE E WATER MN REPL (5,697'8'')6/30/2018 1,717,112 1.02 1,752,952 100% 1,717,112 1,752,952
T&D Mains FY18 CITY HYDRANTS-15 NEW/1 REPLACE 6/30/2018 90,294 1.02 92,179 100% 90,294 92,179
T&D Mains Contributed FY18 OWL VIEW LANDING (264'8'') DEVELOPER 6/30/2018 19,317 1.02 19,720 0%0 0
T&D Mains Contributed FY18 SOUTHSIDE ESTATES (1360'8'') DEVELOPER 6/30/2018 161,011 1.02 164,372 0%0 0
T&D Meters FY18 METERS - 3/4'' (257)6/30/2018 46,260 1.02 47,226 0%0 0
T&D Meters FY18 METERS - 1'' (20)6/30/2018 7,500 1.02 7,657 0%0 0
T&D Meters FY18 METERS - 1.5'' (7)6/30/2018 4,200 1.02 4,288 0%0 0
T&D Meters FY18 METERS - 2'' (14)6/30/2018 12,740 1.02 13,006 0%0 0
T&D Meters FY18 METERS - 3'' (3)6/30/2018 4,890 1.02 4,992 0%0 0
Total $41,093,782 $107,760,264 $19,084,667 $69,951,775
Summary Table
Type Function Original Cost Current Cost
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Source of Supply Armory $158,029 $959,370 $158,029 $959,370
Source of Supply Buffalo Hill 1,080,845 4,173,415 1,080,845 4,173,415
Source of Supply Depot Park 62,603 882,396 62,603 882,396
Source of Supply Grandview 840,708 1,594,959 840,708 1,594,959
Source of Supply Lawrence Park 177,304 14,077,129 177,304 14,077,129
Source of Supply Noffsinger 78,577 173,034 11,898 104,963
Source of Supply Northridge 20 326 20 326
Source of Supply Old School 703,836 974,838 150,328 190,294
Source of Supply Property 15,019 258,175 15,019 258,175
Source of Supply Section 36 106,503 131,255 106,503 131,255
Source of Supply Silverbrook 365,000 409,882 0 0
Source of Supply Westview 883,724 1,157,014 883,724 1,157,014
$4,472,169 $24,791,792 $3,486,982 $23,529,296
Storage Storage $4,548,527 $11,486,842 $4,548,527 $11,486,842
T&D Mains $24,436,968 $57,031,165 $11,049,158 $34,935,637Page 29 of 30
City of Kalispell - Water
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
T&D Meters 2,534,305 3,412,348 0 0
T&D Hydrant 3,919,138 9,197,968 0 0
$30,890,410 $69,641,480 $11,049,158 $34,935,637
General Plant Building $127,947 $289,846 $0 $0
General Plant Vehicle 279,222 371,068 0 0
General Plant Equipment 775,507 1,179,235 0 0
$1,182,676 $1,840,150 $0 $0
$41,093,782 $107,760,264 $19,084,667 $69,951,775
Page 30 of 30
Appendix B - Wastewater Impact Fees
City of Kalispell - Sewer
Exhibit 1
Summary of the Impact Fee Calculation Per ERU
System Description
Impact Fee Eligible at
Current Cost (1)
Equivalent
Residential Units (2)
Impact Fee at Current Cost
$ Impact Fee per ERU
Existing Treatment Plant $49,964,639 27,000 $1,851
Plus: Treatment Work in Progress (3)$3,163 27,000 0
Total Treatment Existing Plant Assets $49,967,802 $1,851
Less: Treatment Outstanding Debt Principal (4)($8,203,000)27,000 ($304)
Total Net Treatment Existing Plant $41,764,802 $1,547
Future Treatment Plant (5)$18,997,449 12,950 $1,467
Total Treatment Impact Fee per ERU $3,014
Existing Collection Plant $21,745,813 22,975 $946
Plus: Collection Work in Progress (3)$14,184,038 22,975 617
Total Collection Existing Plant Assets $35,929,851 $1,563
Less: Collection Outstanding Debt Principal (4)($13,135,000)22,975 ($572)
Total Net Collection Existing Plant $22,794,851 $991
Future Collection Plant (5)$22,076,667 10,825 $2,039
`
Total Collection Impact Fee per ERU $3,030
$6,044
302
$6,346
NOTES:
(1) Current cost based on specific "in service" date of asset and July 1, 2019 Engineering News Record, 20 City construction cost index.
(2) Existing and future equivalent dwelling units. See Exhibit 3.
(3) Construction work in progress. See Exhibit 6.
(4) Principal balance as of July 1, 2019. See Exhibit 4.
(5) Future CIP See Exhibit 5.
TREATMENT AND COLLECTION IMPACT FEE PER ERU
TOTAL TREATMENT AND COLLECTION IMPACT FEE PER ERU
PLUS: ADMINISTRATIVE FEE
Page 1 of 18
City of Kalispell - Sewer
Exhibit 2
Summary of the Impact Fee Calculation
2019 2014
Component Existing Future
Calculated
Impact Fee Existing Future
Adopted
Impact Fee $ Change
Treatment
Existing Treatment Plant $1,851 $1,467 $3,318 $45 $2,110 $2,155 $1,163
Debt Service Credit (304)0 (304) (243)0 (243) (61)
Total $1,547 $1,467 $3,014 ($198) $2,110 $1,912 $1,102
Plus: Administration Cost Fee of 5%77 73 150 (10) 106 96 54
Total Treatment $1,624 $1,540 $3,164 ($208) $2,216 $2,008 $1,156
Collection
Existing Collection Plant $1,563 $2,039 $3,602 $852 $2,719 $3,571 $31
Debt Service Credit (572)0 (572)0 0 0 (572)
Total $991 $2,039 $3,030 $852 $2,719 $3,571 ($541)
Plus: Administration Cost Fee of 5%50 102 152 43 135 178 (26)
Total Collection $1,041 $2,141 $3,182 $895 $2,854 $3,749 ($567)
Treatment and Collection Impact Fee $2,538 $3,506 $6,044 $654 $4,829 $5,483 $561
Plus: Administration Cost Fee of 5%127 175 302 33 241 274 28
Total Impact Fee $2,665 $3,681 $6,346 $687 $5,070 $5,757 $589
Page 2 of 18
City of Kalispell - Sewer
Exhibit 3
Development of the Equivalent Residential Units
ERU = Equivalent Residential Unit
Treatment Collection
Less:
Evergreen Net Collection
Land Use Characterization gpd/ERU (1)200 200 200 200
Existing
Average Day (mgd) (2)2.81 2.81 (0.38)2.43
Existing ERUs 14,050 14,050 (1,900)12,150
Total Existing ERUs 14,050 14,050 (1,900)12,150
Future
Average Day (mgd)2.59 2.59 (0.425)2.17
Future 12,950 12,950 (2,125)10,825
Total Future ERUs 12,950 12,950 10,825
(4)
Total mgd (3)5.40 5.40 (0.81)4.60
Total Existing and Future ERUs 27,000 27,000 22,975
(1) Based on 200 gpd/ERU, see Chapter 4, of the 2019 Wastewater Facility Plan Update.
(2) Based on 2018 Wastewater Treatment Plant demand actuals.
(3) Based on total capacity of 5.4 mgd.
(4) Evergreen ceiling treatment demand of 0.805 mgd.
Page 3 of 18
City of Kalispell - Sewer
Exhibit 4
Development of Outstanding Debt Principal
I. Debt Status:
Interest Rate 3% 20 year 2.25% 15 Year 2.5% 30 Year 2.5% 30 Year 2.25% 12 Year
Principal $1,102,748 $12,827,000 $7,000,000 $7,000,000 $1,009,000
Total Total
II. Year Principal Interest Total Principal Interest Total
Principal
Payment Principal Interest Total Principal Interest Total Principal Interest Total
Principal
Payment
2019-20 $48,000 $24,510 $72,510 $851,000 $161,157 $1,012,157 $899,000 $163,000 $170,013 $333,013 $163,000 $145,725 $308,725 $87,000 $9,709 $96,709 $413,000
2020-21 50,000 23,055 73,055 871,000 141,897 1,012,897 921,000 167,000 165,913 332,913 167,000 142,211 309,211 89,000 7,741 96,741 423,000
2021-22 52,000 21,540 73,540 890,000 122,198 1,012,198 942,000 171,000 161,713 332,713 171,000 138,611 309,611 91,000 5,726 96,726 433,000
2022-23 53,000 19,980 72,980 910,000 102,061 1,012,061 963,000 175,000 157,413 332,413 175,000 134,825 309,825 92,000 3,668 95,668 442,000
2023-24 55,000 18,375 73,375 931,000 81,461 1,012,461 986,000 180,000 153,013 333,013 180,000 131,154 311,154 94,000 1,587 95,587 454,000
2024-25 56,000 16,710 72,710 952,000 60,401 1,012,401 1,008,000 185,000 148,476 333,476 185,000 127,265 312,265 0 0 0 370,000
2025-26 58,000 15,015 73,015 973,000 38,857 1,011,857 1,031,000 189,000 143,825 332,825 189,000 123,278 312,278 0 0 0 378,000
2026-27 60,000 13,260 73,260 996,000 16,841 1,012,841 1,056,000 194,000 139,076 333,076 194,000 119,208 313,208 0 0 0 388,000
2027-28 63,000 11,430 74,430 0 0 0 63,000 199,000 134,188 333,188 199,000 115,018 314,018 0 0 0 398,000
2028-29 62,000 9,555 71,555 0 0 0 62,000 204,000 129,188 333,188 204,000 110,732 314,732 0 0 0 408,000
2029-30 65,000 7,665 72,665 0 0 0 65,000 209,000 124,050 333,050 209,000 106,328 315,328 0 0 0 418,000
2030-31 68,000 5,700 73,700 0 0 0 68,000 214,000 118,801 332,801 214,000 101,829 315,829 0 0 0 428,000
2031-32 69,000 4,700 73,700 0 0 0 69,000 220,000 113,413 333,413 220,000 97,211 317,211 0 0 0 440,000
2032-33 70,000 1,575 71,575 0 0 0 70,000 225,000 107,876 332,876 225,000 92,465 317,465 0 0 0 450,000
2033-34 0 0 0 0 0 0 0 231,000 102,213 333,213 231,000 87,611 318,611 0 0 0 462,000
2034-35 0 0 0 0 0 0 0 237,000 96,404 333,404 237,000 82,629 319,629 0 0 0 474,000
2035-36 0 0 0 0 0 0 0 243,000 90,438 333,438 243,000 77,518 320,518 0 0 0 486,000
2036-37 0 0 0 0 0 0 0 249,000 84,326 333,326 249,000 72,279 321,279 0 0 0 498,000
2037-38 0 0 0 0 0 0 0 255,000 78,063 333,063 255,000 66,911 321,911 0 0 0 510,000
2038-39 0 0 0 0 0 0 0 262,000 71,651 333,651 262,000 61,415 323,415 0 0 0 524,000
2039-40 0 0 0 0 0 0 0 268,000 65,063 333,063 268,000 55,768 323,768 0 0 0 536,000
2039-40 0 0 0 0 0 0 0 275,000 58,313 333,313 275,000 49,982 324,982 0 0 0 550,000
2039-40 0 0 0 0 0 0 0 282,000 51,400 333,400 282,000 44,057 326,057 0 0 0 564,000
2039-40 0 0 0 0 0 0 0 288,000 44,313 332,313 288,000 37,982 325,982 0 0 0 576,000
2039-40 0 0 0 0 0 0 0 296,000 37,063 333,063 296,000 31,768 327,768 0 0 0 592,000
2039-40 0 0 0 0 0 0 0 304,000 29,613 333,613 260,000 25,382 285,382 0 0 0 564,000
2039-40 0 0 0 0 0 0 0 312,000 21,963 333,963 0 0 0 0 0 0 312,000
2039-40 0 0 0 0 0 0 0 318,000 14,125 332,125 0 0 0 0 0 0 318,000
2039-40 0 0 0 0 0 0 0 326,000 6,125 332,125 0 0 0 0 0 0 326,000
2039-40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2039-40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2039-40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total $829,000 $193,070 $1,022,070 $7,374,000 $724,873 $8,098,873 $8,203,000 $6,841,000 $2,818,031 $9,659,031 $5,841,000 $2,379,162 $8,220,162 $453,000 $28,431 $481,431 $13,135,000
Notes:
[1] Debt service schedules provided by City.
Collection Highway 93S - 2012 Refunding
SRF LoanTreatment WWTP Imp - 2012 Refund SRF Loan Collection Westside Interceptor
Collection Westside Interceptor -
EstimateTreatment Digester Lid - SRF Loan
Page 4 of 18
City of Kalispell - Sewer Page 1 of 2
Exhibit 5
Development of Future Capital Improvements
Total
Description
WIP Exhibit
6 FY2020 FY2021 FY2022 FY2023 FY2024 FY2025 FY2026 FY2027 FY2028 FY2029 FY2030
Estimated Cost
(2019) (1)
Collection Capital Projects
Collection WW-M-01 Lift Station #3 Main Improvements $23,426 $0 $0 $407,361 $3,666,247 $0 $0 $0 $0 $0 $0 $0 $4,073,608 46.0%$1,873,859
Collection WW-M-02 Bluestone Upsize 0 0 0 0 0 0 187,510 0 0 0 0 0 187,510 56.0%105,006
Collection WW-M-03 Westside Interceptor (WSI) Gravity Main Extension 0 0 0 0 0 0 0 0 0 0 3,936,377 0 3,936,377 100.0%3,936,377
Collection WW-LS-01 Lift Station #9 Improvements 0 0 1,738,378 0 0 0 0 0 0 0 0 0 1,738,378 84.0%1,460,238
Collection WW-LS-02 Rose Crossing West Improvements 0 0 0 0 0 2,081,737 0 0 0 0 0 0 2,081,737 50.0%1,040,869
Collection WW-LS-03 West Reserve Drive Improvements 0 0 0 0 0 0 0 0 0 0 5,373,337 0 5,373,337 50%2,686,669
Collection WW-LS-04 West Springcreek Road Improvements 0 0 0 0 0 0 0 0 0 0 3,484,419 0 3,484,419 50%1,742,209
Collection WW-LS-05 Lift Station #12 Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 57%0
Collection WW-LS-06 Lift Station #36 Improvements 0 0 0 0 0 0 0 0 0 0 3,083,170 0 3,083,170 68%2,096,556
Collection WW-LS-07 Lift Station #22 Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 69%0
Collection WW-LS-08 Rose Crossing East Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 50%0
Collection WW-LS-09 Stillwater Road Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 50%0
Collection WW-LS-10 Lift Station #33 Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 78%0
Collection WW-LS-11 Lift Station #34 Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 48%0
Collection WW-LS-12 Lift Station #39 Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 40%0
Collection WW-EX-01 Existing City CIP "SEW 16" (6th Alley E - South of 14th to 13th Gravity Replacement)0 0 255,150 0 0 0 0 0 0 0 0 0 255,150 0.0%0
Collection WW-EX-02 Existing City CIP "SEW 20" (10" Clay Sewer Slipline in 1st Alley W. from Montana St. to Washington St.)0 82,000 0 0 0 0 0 0 0 0 0 0 82,000 0.0%0
Collection WW-EX-03 Existing City CIP "SEW 33" (Manhole Rehabilitation and Sewer Main Replacements/Repairs)0 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 550,000 0.0%0
Collection WW-EX-05 Existing City CIP "SEW 55" (Westside Interceptor - Three Mile Dr. and Spring Creek Project)14,160,612 2,934,965 0 0 0 0 0 0 0 0 0 0 2,934,965 100.0%2,934,965
Collection WW-EX-06 Existing City CIP "SEW 68" (12" Clay Sewer Slipline in 1st Alley E. & W.0 233,000 0 0 0 0 0 0 0 0 0 0 233,000 0.0%0
Collection WW-EX-07 Existing City CIP "SEW 70" (Slipline 8" Sewer Main in 6th Alley EN and E. Washington)0 80,000 0 0 0 0 0 0 0 0 0 0 80,000 0.0%0
Collection WW-EX-08 Existing City CIP "SEW 72" (Lift Station Communication Upgrades)0 20,000 0 0 0 0 0 0 0 0 0 0 20,000 0.0%0
Collection WW-EX-09 Existing City CIP "SEW 74" (Grandview Lift Station Relocation)0 0 0 1,314,604 0 0 0 0 0 0 0 0 1,314,604 46.0%604,718
Collection WW-EX-10 Existing City CIP "SEW 75" (Lift Station 5a Removal)0 0 334,714 0 0 0 0 0 0 0 0 0 334,714 0.0%0
Collection WW-EX-11 Existing City CIP "SEW 77" (Shop Complex Pavement Restoration)0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%0
Collection WW-EX-12 Existing City CIP "SEW 78" (Gravity Sewer Replacement on 4th Alley WN)0 0 0 1,064,754 0 0 0 0 0 0 0 0 1,064,754 0.0%0
Collection WW-EX-13 Existing City CIP "SEW 79" (Gravity Sewer Replacement on 2nd Alley W)0 0 0 0 596,351 0 0 0 0 0 0 0 596,351 0.0%0
Collection WW-EX-14 Existing City CIP "SEW 80" (Gravity Sewer Replacement on 5th Alley WN)0 0 0 0 885,395 0 0 0 0 0 0 885,395 0.0%0
Collection WW-EX-15 Existing City CIP "SEW 82" (Gravity Sewer Replacement on 2nd Alley W.)0 0 0 0 809,281 0 0 0 0 0 0 0 809,281 0.0%0
Collection WW-EX-16 Existing City CIP "SEW 83" (Gravity on 1st and 2nd Ave. EN)0 0 1,203,825 0 0 0 0 0 0 0 0 0 1,203,825 0.0%0
Collection WW-EX-17 Existing City CIP "SEW 89" (Facility Plan/Rate Analysis)0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%0
Collection WW-EX-18 Existing City CIP "SEW 91" (Repair and Replacement of Sewer Main)0 600,000 0 0 0 0 0 0 0 0 0 0 600,000 0.0%0
Collection WW-EX-19 Existing City CIP "SEW 92" (R/R, Upsize of Sewer Main in WWTP Complex)0 0 169,058 0 0 0 0 0 0 0 0 0 169,058 66.0%111,578
Collection SEW-77 Shop Complex Pavement Restoration - Carryover 0 4,673 0 0 0 0 0 0 0 0 0 0 4,673 0.0%0
Collection WW-RR-01 Risk-Based Annual Sewer Rehab and Repair 0 255,000 260,100 265,302 270,608 276,020 281,541 287,171 292,915 298,773 304,749 310,844 3,103,022 0.0%0
Collection General Growth and Development (Oversize)0 300,000 318,362 318,362 318,362 318,362 318,362 318,362 318,362 318,362 318,362 318,362 3,483,624 100.0%3,483,624
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Total Collection Projects $14,184,038 $4,559,638 $4,329,588 $3,420,383 $5,710,849 $3,611,515 $837,413 $655,534 $661,277 $667,136 $16,550,414 $679,206 $41,682,953 $22,076,667
% Impact Fee Eligible (2)
Page 5 of 18
City of Kalispell - Sewer Page 2 of 2
Exhibit 5
Development of Future Capital Improvements
Total
Description
WIP Exhibit
6 FY2020 FY2021 FY2022 FY2023 FY2024 FY2025 FY2026 FY2027 FY2028 FY2029 FY2030
Estimated Cost
(2019) (1)% Impact Fee Eligible (2)
WWTP Capital Projects
Treatment WWTP-INS 3 Install Two New Influent Screens $0 $0 $0 $0 $0 $0 $0 $0 $0 $166,000 $1,991,000 $0 $2,157,000 0%0
Treatment WWTP-INP 2 Replace Two Existing Influent Pumps with Higher Capacity Pumps0 0 0 0 0 0 0 0 0 0 0 0 0 20%0
Treatment WWTP-PCL 3 Construct Two, 75-FT Diameter Primary Clarifiers 0 0 0 0 0 0 0 0 0 0 0 8,108,000 8,108,000 100%8,108,000
Treatment WWTP-EQB 2 Construct new EQ Basin to be converted to a Primary Clarifier in the future0469,800 2,349,000 0 0 0 0 0 0 0 0 0 2,818,800 100%2,818,800
Treatment WWTP-SCT 2 Convert Secondary Treatment System to a 5-stage process0 0 0 0 0 118,000 1,413,000 0 0 0 0 0 1,531,000 0%0
Treatment WWTP-SCL 3 Install Dome Covers on Secondary Clarifiers 0 0 403,000 3,199,000 1,621,000 0 0 0 0 0 0 0 5,223,000 0%0
Treatment WWTP-EFF 2 Construct Tertiary Membrane Filtration (TMF) process 0 0 0 0 0 0 0 0 0 2,492,000 29,900,000 32,392,000 0%0
Treatment WWTP-RAB 2 Modify Existing Reaeration Basin and Cover Structure 0 0 0 0 0 32,000 373,000 0 0 0 0 0 405,000 0%0
Treatment WWTP-AND 2 Replace/Install Existing Heat Exchanger,Sludge Recirculation Pumps0 0 0 0 0 0 0 0 0 112,000 1,336,000 0 1,448,000 0%0
Treatment WWTP-AND 3 Construct Second Primary Digester 0 0 0 0 0 0 0 0 0 0 553,000 6,635,000 7,188,000 33%2,372,040
Treatment WWTP-STK 5 Replace Existing DAFT Units with Rotary Drum Thickeners (RDTs)0 0 0 0 0 0 0 152,000 1,813,000 0 0 0 1,965,000 45%884,250
Treatment WWTP-BDD 2 Construct City Owned and Operated Composting Facility (Carry Over)3,163 291,889 0 0 631,000 7,565,000 0 0 0 0 0 0 8,487,889 39%3,310,277
Treatment WWTP-Misc. 2 Sidestream Treatment 0 0 0 0 0 0 0 0 0 0 194,000 2,326,000 2,520,000 45%1,134,000
Treatment WWTP-Misc. 3 Biofilter Bed Rehabilitation 0 0 0 0 6,000 70,000 0 0 0 0 0 0 76,000 0%0
Treatment WWTP-Misc. 4 Chemical Room Modifications 0 0 0 0 29,000 348,000 0 0 0 0 0 0 377,000 45%169,650
Treatment WWTP-Misc. 5 Additional Standby Power for Equipment 0 0 0 0 0 0 0 0 0 0 0 0 0 0%0
Treatment WWTP-Misc. 6 Administration/Laboratory Building Expansion 0 0 0 0 0 0 0 0 0 0 0 0 0 45%0
Treatment WWTP-Misc. 7 Digester Chemical Feed System 0 0 0 0 0 0 10,000 111,000 0 0 0 0 121,000 45%54,450
Treatment WWTP-Misc. 10 Replace Belt Filter Press 0 0 0 0 0 0 50,000 590,000 0 0 0 0 640,000 0%0
Treatment WWTP-Misc. 12 Influent Piping & Diversion Structure Rehabilitation 0 0 50,000 171,186 0 0 0 0 0 0 0 0 221,186 66%145,983
Treatment WWTP-Misc. 13 Secondary Digester Lids Replcmnt (Carry Over)0 530,648 0 0 0 0 0 0 0 0 0 0 530,648 0%0
Treatment WWTP-Misc. 14 East Secondary Clarifier Coating Rehabilitation (Carry Over)0 75,000 0 0 0 0 0 0 0 0 0 0 75,000 0%0
Treatment WWTP-Misc. 15 Misc Replacement Items/Maintenance/Repair 0 118,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 1,118,000 0%0
Treatment WWTP-Misc. 16 TWAS Roof Replacement (Carry Over & New Appr.)0 15,000 0 0 0 0 0 0 0 0 0 0 15,000 0%0
Treatment WWTP-Misc. 17 Machinery & Equipment 0 125,500 0 0 0 0 0 0 0 0 0 0 125,500 0%0
Treatment WWTP-Misc. 18 Secondary Digesters Mixing Rehabilitations 0 0 0 0 0 0 0 0 0 0 0 0 0 0%0
Treatment WWTP 0 0 0 0 0 0 0 0 0 0 0 0 0 0%0
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Total WWTP Capital Projects $3,163 $1,625,837 $2,902,000 $3,470,186 $2,387,000 $8,233,000 $1,946,000 $953,000 $1,913,000 $378,000 $6,666,000 $47,069,000 $77,543,023 $18,997,449
Total Capital Improvements $14,187,201 $6,185,475 $7,231,588 $6,890,569 $8,097,849 $11,844,515 $2,783,413 $1,608,534 $2,574,277 $1,045,136 $23,216,414 $47,748,206 $119,225,976 $41,074,117
Notes:Treatment $18,997,449
(1) Based on City information for capital plan.Collection 22,076,667
(2) Impact fee eligible based on City input.Supply $41,074,117
Collection
Page 6 of 18
City of Kalispell - Sewer
Exhibit 6
Construction Work in Progress Projects
Total
Description
Estimated Cost
(2019) (1)
Collection West Side Interceptor Phase 1 (WW-EX-05)$14,160,612 100%$14,160,612
Collection Grandview Lift Station Relocation & Upsize Design (WW-M-01)23,426 100%23,426
General Shop Complex Pavement Restoration (water construction in Progress Portion 33,527 0%0
Treatment Secondary Digester Lid (WWTP-Misc 13)1,247,531 0%0
Treatment WWTP T-WAS Roof Replacement (WWTP-Misc 16)28,588 0%0
Treatment WWTP Biosolids Alternate Disposal Prj (WWTP-BDD 2)8,111 39%3,163
Total Work in Progress $15,501,795 $14,187,201
Treatment Treatment $3,163
Collection Collection 14,184,038
General General Plant 0
$14,187,201
Notes:
(1) Based on City information for capital plan.
(2) Impact fee eligible based on City input.
% Impact Fee Eligible (2)
Page 7 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP Land 40+ ACRES-DISPOSAL PLANT PROPERTY 9/1/1928 1 54.55 55 100%1 55
WWTP Land 40+ACRES-NW4SW4 SEC 20,28,21 4/1/1933 2,000 66.43 132,856 100% 2,000 132,856
Collection Lines 1,400' 27' SEWER PIPE *7/1/1940 3,415 46.66 159,379 100% 3,415 159,379
Collection Lines 19,292' 6' SEWER LINE *7/1/1952 69,451 19.85 1,378,373 100% 69,451 1,378,373
Collection Lines 15,970' 12' SEWER PIPE *7/1/1962 97,864 12.95 1,267,384 100% 97,864 1,267,384
Collection Lines 11,870' 15' SEWER PIPE *7/1/1962 84,105 12.95 1,089,198 100% 84,105 1,089,198
WWTP Land 1966-5TH ST, LOT 1,BLK 12-STORM 9/1/1966 0 11.08 0 100%0 0
WWTP Land 1966 6TH ST LOT 6, BLK 12-STORM 12/1/1966 0 11.08 0 100%0 0
Collection Lines 20,420' 18' SEWER PIPE *7/1/1967 186,528 10.51 1,961,288 100% 186,528 1,961,288
Collection Lift Station Contributed LIFT STATION #3 GRANDVIEW D 1/1/1969 25,000 8.90 222,474 0%0 0
WWTP WWTP Contributed PLANT - ELECTRICITY 70%G 1/1/1975 57,723 5.11 294,689 30% 17,317 88,407
WWTP WWTP Contributed PLANT FENCING 70%G 1/1/1975 9,900 5.11 50,542 30% 2,970 15,163
WWTP Land SLUDGE POND IMPROVEMENT 1/1/1977 84,615 4.38 370,940 100% 84,615 370,940
Collection Lines Contributed 350' 4';742' 8' SID 326 *7/1/1978 17,428 4.07 70,895 0%0 0
Collection Lines 1979 SEWER LINE ADDITIONS 7/1/1979 7,391 3.76 27,793 100% 7,391 27,793
Collection Lines 1979 SEWER LINE GROUT 7/1/1979 9,563 3.76 35,963 100% 9,563 35,963
Collection Lines 1979 SEWER LINE GROUT 8/1/1979 195,214 3.76 734,104 100% 195,214 734,104
WWTP WWTP 6' WATER LINE 7/1/1981 2,032 3.19 6,492 100% 2,032 6,492
Collection Lines Contributed 2120' 8'; 580' 4' SID 328 *7/1/1981 60,360 3.19 192,824 0%0 0
WWTP Land Contributed 30+ACRES FOR SLUDGE INJECTION 70%G 2/10/1982 132,203 2.95 390,312 30% 39,661 117,093
Collection Lift Station ANODES & CABLE FOR LIFT STATION 7/1/1982 950 2.95 2,803 100% 950 2,803
Collection Lines GROUTING 7/1/1982 11,283 2.95 33,312 100% 11,283 33,312
Collection Lift Station LIFT STATION METERS 7/1/1984 1,333 2.72 3,631 100% 1,333 3,631
Collection Lines 1240' 12' - N. MAIN EXTENSION 7/1/1984 26,262 2.72 71,532 100% 26,262 71,532
Collection Lines 1500' 8' MAIN; 230' 6' COLL.SID333 7/1/1984 32,507 2.72 88,542 100% 32,507 88,542
Collection Lines KINSHELLA STREET 7/1/1984 636 2.72 1,732 100% 636 1,732
Collection Lines 1800'12' PVC - MONK PROJ.-CITY 7/1/1984 22,524 2.72 61,351 100% 22,524 61,351
Collection Lines Contributed 380' 8' HERITAGE HEALTH CARE D 7/1/1984 10,435 2.72 28,423 0%0 0
Collection Lines 60' 8' JOE'S RADIATOR 7/1/1984 2,684 2.72 7,312 100% 2,684 7,312
Collection Lift Station FENCE FOR LIFT STATION #4 7/1/1985 1,530 2.69 4,119 100% 1,530 4,119
Collection Lines Contributed 357' 8' - COLONIAL VILLA D 7/1/1985 10,710 2.69 28,831 0%0 0
Collection Lines Contributed 150' 8' - HAWTHORNE WEST D 7/1/1985 4,500 2.69 12,114 0%0 0
Collection Lines 6' SLUDGE LINE INSTALLED DIGESTER 7/1/1985 6,150 2.69 16,555 100% 6,150 16,555
WWTP WWTP Contributed '85 WWTP-EPA PROJECT 70.8%G 1/1/1986 868,608 2.63 2,283,821 29% 253,633 666,876
WWTP WWTP THICKENER SLUDGE/SCUM PUMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP THICKENER SLUDGE/SCUM PUMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP #2 DIGESTER MIX PUMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP #1 HEAT EXCHANGER SLUDGE PUMP 5HP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP 5HP SECONDARY DIGESTER TRANSFER PMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP 1/2HP HEAT EXCHANGE H20 RECIRC. PMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP 3/4HP #2 DIG.BLDG. HEAT CIRC. PUMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP 3/4HP #1 DIG. BLDG. HEAT CIRC. PUMP 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP MUFFIN MONSTER-SLUDGE SOLIDS GRINDR 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP 3HP MOTOR FOR MUFFIN MONSTER 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP HOIST DIGESTER BUILDING 1/1/1986 0 2.63 0 100%0 0
WWTP WWTP LIME TANK MIXER 1/1/1986 0 2.63 0 100%0 0Page 8 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP WWTP .43 HP MOTOR LIME TANK MIXER 1/1/1986 0 2.63 0 100%0 0
Collection Lines 1608' 24' PVC SANITARY SEWER MALL 1/1/1986 225,371 2.63 592,566 100% 225,371 592,566
Collection Lines Contributed 1150' 8' PVC SANITARY SEWER (TIF)1/1/1986 34,500 2.63 90,711 0%0 0
Collection Lines Contributed 1871'12'';1388'8''-SO. MEADOWS *D95%6/1/1986 97,770 2.63 257,066 5% 4,889 12,853
Collection Lines SEWER SO. MEADOWS SEE #2022 CITY 7/30/1986 17,722 2.63 46,596 100% 17,722 46,596
Collection Lines 386' 24' RCP CL III PHASE I 6/30/1987 27,171 2.56 69,641 100% 27,171 69,641
Collection Lines 554' 30' RCP CL III PHASE I 6/30/1987 44,808 2.56 114,844 100% 44,808 114,844
Collection Lines 966' 30' RPC CL IV PHASE I 6/30/1987 86,823 2.56 222,532 100% 86,823 222,532
Collection Lines 12' 30' DUCT. IRON PHASE I 6/30/1987 531 2.56 1,361 100% 531 1,361
Collection Lines 1601' 36' RCP CL III PHASE I 6/30/1987 158,279 2.56 405,677 100% 158,279 405,677
Collection Lines 2701' 36' RCP CL IV PHASE I 6/30/1987 303,436 2.56 777,722 100% 303,436 777,722
Collection Lines 125' 4' PVC PHASE I 6/30/1987 4,119 2.56 10,558 100% 4,119 10,558
Collection Lines 122' 6' PVC PHASE I 6/30/1987 3,660 2.56 9,380 100% 3,660 9,380
Collection Lines 663' 8' PVC PHASE I 6/30/1987 14,887 2.56 38,157 100% 14,887 38,157
Collection Lines 74' 30' DUCT IRON PHASE II 6/30/1987 8,921 2.56 22,866 100% 8,921 22,866
Collection Lines 20' 24' DUCT. IRON PHASE II 6/30/1987 3,197 2.56 8,195 100% 3,197 8,195
Collection Lines 1766' 30' RPC CL III PHASE II 6/30/1987 187,647 2.56 480,948 100% 187,647 480,948
Collection Lines Contributed 3364' 24' RCP CL III PHASE II 50%T 6/30/1987 296,838 2.56 760,810 50% 148,419 380,405
Collection Lines 50' 18' RCP CL III PHASE II 6/30/1987 4,163 2.56 10,670 100% 4,163 10,670
Collection Lines Contributed 580' 8' PVC (KINSHELLA ST.) D 6/30/1987 17,400 2.56 44,597 0%0 0
Collection Lift Station Contributed LIFT #7 WOODLAND PK *42%G & 33%SID 9/30/1987 110,770 2.56 283,910 25% 27,693 70,978
Collection Lines Contributed 3597'18' PVC;1662' 16' PVC-SID 337*9/30/1987 216,740 2.56 555,516 0%0 0
Collection Lines 156' 18' PVC - 9TH ST. OVERFLOW T 1/18/1988 12,621 2.50 31,539 100% 12,621 31,539
Collection Lines SCOREBOARD-300' 8'; 100' 12 7/31/1988 16,867 2.50 42,150 100% 16,867 42,150
Collection Lines 1640' 10' MAIN - 1ST ALLEY WEST T 6/30/1989 262,519 2.45 642,378 100% 262,519 642,378
Collection Lift Station IMPROVEMENTS LIFT #3 PARKVIEW TERR.10/31/1989 2,160 2.45 5,285 100% 2,160 5,285
Collection Lift Station Contributed LIFT #8 SW KAL *EPA/City 12/31/1989 157,908 2.45 386,398 50% 78,954 193,199
Collection Lines Contributed 6954' 8' PVC; SW KAL, CDBG/EPA 12/31/1989 540,065 2.45 1,321,527 0%0 0
WWTP Equipment INTERIM PHOSPORUS EQUIPMENT 6/30/1990 31,499 2.39 75,171 100% 31,499 75,171
Collection Lines 870' 8' PVC PURDY/REMICK SEWER 1/15/1991 73,396 2.34 171,427 100% 73,396 171,427
Collection Lines Contributed 695' 8' PVC -HERITAGE PLACE D 6/30/1991 22,920 2.34 53,533 0%0 0
Collection Lines Contributed 80'8'PVC, 2 MAN HOLES-2ND ST W -TIF 10/18/1991 10,220 2.34 23,870 0%0 0
Collection Lines GREENACRES SEWER SYSTEM-5750' 8''1/31/1992 54,873 2.27 124,307 100% 54,873 124,307
Collection Lift Station 2 GENERATORS FOR LIFT #2 & LIFT #3 11/20/1992 49,197 2.27 111,450 100% 49,197 111,450
WWTP WWTP Contributed '85 WWTP-EPA PROJECT-revised70.8%G 1/1/1993 1,613,129 2.17 3,496,495 29% 471,034 1,020,977
WWTP WWTP Contributed 1992 ADV BIOLOGICAL FAC. 52% EPA 1/1/1993 11,064,294 2.17 23,982,123 48% 5,310,861 11,511,419
WWTP WWTP WWTP ADDITIONAL COSTS, PAVING 6/30/1993 22,545 2.17 48,866 100% 22,545 48,866
WWTP WWTP WWTP FINAL PAY CONTRACT & ENGINEER 6/30/1993 26,099 2.17 56,570 100% 26,099 56,570
Collection Lines 2ND ST. EAST 13'8' SEWER REHAB 8/13/1993 17,796 2.17 38,573 100% 17,796 38,573
Collection Lift Station LIFT STATION #1 BYPASS 907' 8' SDR 8/31/1993 47,055 2.17 101,993 100% 47,055 101,993
Collection Lines Contributed 1225' 8' 18TH ST E. & 5TH AVE 80% D 12/31/1993 74,996 2.17 162,555 20% 14,999 32,511
Collection Lines CITY'S INTEREST IN EVERGREEN TRUNK 5/13/1994 43,091 2.09 89,980 100% 43,091 89,980
WWTP WWTP 4' SIDEWALK; 6' DRIVEWAY 5/17/1994 6,559 2.09 13,696 100% 6,559 13,696
General Plant Equipment 94 IHC VAC-CON (299)5/17/1994 148,995 2.09 311,126 0%0 0
WWTP WWTP CONTROL ROOM CABINETRY/STORAGE UNIT 5/31/1994 2,497 2.09 5,214 100% 2,497 5,214
WWTP Equipment PORTABLE SAMPLER ISCO MODEL 3700-01 6/21/1994 3,175 2.09 6,630 100% 3,175 6,630Page 9 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP WWTP FLOC TANK MIXER 6/30/1994 3,253 2.09 6,792 100% 3,253 6,792
Collection Lift Station Contributed LIFT STATION #13 JUNIPER BEND D 6/30/1994 37,002 2.09 77,266 0%0 0
Collection Lines Contributed 834' 8', 410' 4' JUNIPER BEND D 6/30/1994 62,200 2.09 129,884 0%0 0
Collection Lines Contributed 322' 8', 175'4', 330' 2' PARKWAY D 6/30/1994 41,350 2.09 86,346 0%0 0
Collection Lines Contributed 262' 12', 268' 8' BLUESTONE DR D 6/30/1994 26,500 2.09 55,336 0%0 0
Collection Lines Contributed 319' 8' SDR GREEN COVE D 6/30/1994 15,950 2.09 33,306 0%0 0
Collection Lines Contributed 205' 8' SDR CAMELOT D 6/30/1994 10,250 2.09 21,404 0%0 0
Collection Lines Contributed 802' 8' SDR GARDENWAY D 6/30/1994 40,100 2.09 83,735 0%0 0
Collection Lines Contributed 801' 8' SDR DARLINGTON D 6/30/1994 40,050 2.09 83,631 0%0 0
Collection Lines Contributed 40' 12', 1017' 8' SO. MEADOWS D 6/30/1994 52,850 2.09 110,360 0%0 0
Collection Lines Contributed 236' 8' DUN MOVIN D 6/30/1994 11,800 2.09 24,640 0%0 0
Collection Lines Contributed 585' 8' SDR KELLY ROAD D 6/30/1994 29,250 2.09 61,079 0%0 0
Collection Lines Contributed 1045' 8' SDR LIBERTY VILLAGE D 6/30/1994 52,250 2.09 109,107 0%0 0
Collection Lines Contributed 820' 8' SDR MEADOW PARK SUBDIV D 6/30/1994 41,000 2.09 85,615 0%0 0
Collection Lines Contributed 950' 8', 750' 4' GREENACRES W. D 6/30/1994 85,000 2.09 177,494 0%0 0
Collection Lines 175' 4' SDR 18TH ST E.6/30/1994 6,125 2.09 12,790 100% 6,125 12,790
Collection Lines 160' 6' SDR HERITAGE PARK 6/30/1994 5,600 2.09 11,694 100% 5,600 11,694
Collection Lines Contributed 1297' 8' SDR GLENWOOD DRIVE D 6/30/1994 64,850 2.09 135,418 0%0 0
Collection Lines Contributed 316' 8' SDR SUNBURST COURT D 6/30/1994 15,800 2.09 32,993 0%0 0
Collection Lines Contributed 285' 8' SDR LAMBERT COURT D 6/30/1994 14,250 2.09 29,756 0%0 0
Collection Lines Contributed 300' 8' SDR JUBILEE COURT D 6/30/1994 15,000 2.09 31,322 0%0 0
Collection Lines Contributed 285' 8' SDR BING COURT D 6/30/1994 14,250 2.09 29,756 0%0 0
WWTP WWTP ELECTRIC FOR DIGESTER TO MAIN BLDG 8/31/1994 14,701 2.09 30,699 100% 14,701 30,699
WWTP WWTP GORMAN-RUPP 4' TRASH PUMP/TRAILER 8/31/1994 14,335 2.09 29,934 100% 14,335 29,934
WWTP WWTP (2) SCUM PUMPS/MOYNO PUMPS 9/16/1994 23,201 2.09 48,447 100% 23,201 48,447
WWTP WWTP DIGESTER BUILDING ROOF 9/16/1994 20,108 2.09 41,989 100% 20,108 41,989
WWTP WWTP GAS DETECTION SYSTEM 9/16/1994 12,142 2.09 25,354 100% 12,142 25,354
WWTP WWTP NON-POTABLE WATER LINE 10/31/1994 2,879 2.09 6,011 100% 2,879 6,011
WWTP WWTP ALUMINUM WALKWAY OF SCUM TROUGHS 11/9/1994 9,663 2.09 20,178 100% 9,663 20,178
Collection Lines Contributed 810'8',981'12'PVC-ASHLEY PARK D 6/30/1995 58,635 2.06 121,030 0%0 0
Collection Lines 263'8' COURTYARD APTS 6/30/1995 7,890 2.06 16,286 100% 7,890 16,286
Collection Lines Contributed 2572'8' GREENBRIAR SUBDIVISION D 6/30/1995 77,160 2.06 159,267 0%0 0
Collection Lines Contributed 1005' 8' SOUTH MEADOWS D 6/30/1995 30,150 2.06 62,233 0%0 0
Collection Lines Contributed 369'8' PVC-WESTWIND VILLAGE APTS D 6/30/1995 11,070 2.06 22,850 0%0 0
Collection Lift Station Contributed LIFT #10 GLACIER VIEW GREENS D 7/1/1995 65,000 2.06 134,168 0%0 0
Collection Lift Station Contributed LIFT STATION #14 PARKWAY D 7/1/1995 25,000 2.06 51,603 0%0 0
Collection Lines 2ND ST. E. SLIPLINE PROJ 8/31/1995 98,646 2.06 203,617 100% 98,646 203,617
WWTP WWTP BELT FILTER PRESS MIXER 10/3/1995 2,938 2.06 6,064 100% 2,938 6,064
WWTP WWTP LAB MICROSCOPE 11/28/1995 3,516 2.06 7,258 100% 3,516 7,258
General Plant Equipment TRENCH BOX (SEE WATER ALSO)12/5/1995 4,999 2.06 10,319 0%0 0
Collection Lines 2333' 8';12'10' 5TH AVE E -SID 341 12/31/1995 129,848 2.06 268,022 100% 129,848 268,022
Collection Lift Station Contributed LIFT #9 FAIRWAY BLVD D 1/1/1996 85,000 2.01 170,799 0%0 0
Collection Lift Station Contributed LIFT #11 E. NICHOLAS D 1/1/1996 35,000 2.01 70,329 0%0 0
Collection Lift Station Contributed LIFT #12 BUFFALO STAGE D 1/1/1996 35,000 2.01 70,329 0%0 0
Collection Lift Station Contributed LIFT ST #6 -GATEWAY/2 MILE DR. D 6/30/1996 45,000 2.01 90,423 0%0 0
Collection Lift Station Contributed LIFT #15 BELMAR D 6/30/1996 25,000 2.01 50,235 0%0 0Page 10 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Collection Lines Contributed 1140'8',360'4' BELMAR SUBD. D 6/30/1996 41,400 2.01 83,189 0%0 0
Collection Lines Contributed 225'8' GLACIER VILLAGE GREENS V D 6/30/1996 6,750 2.01 13,563 0%0 0
Collection Lines Contributed 1065'10',292'8'GLACIER VILLAGE GR D 6/30/1996 46,035 2.01 92,502 0%0 0
Collection Lines Contributed 753'8' MERIDIAN POINTE APTS D 6/30/1996 22,590 2.01 45,392 0%0 0
Collection Lines Contributed 92'8' WOODLAND STORAGE UNITS D 6/30/1996 2,760 2.01 5,546 0%0 0
Collection Lines Contributed 1238'8'WOODLAND PARK DR EXTENSION D 6/30/1996 39,215 2.01 78,798 0%0 0
Collection Lines Contributed 70'8' WOOD/KNAFF SEWER EXT. D 6/30/1996 2,100 2.01 4,220 0%0 0
Collection Lines Contributed 560'8' KELLY RD SEWER EXT. D 6/30/1996 16,800 2.01 33,758 0%0 0
Collection Lines Contributed 550'12' FARM & HOME SUPPLY/HWY93 D 6/30/1996 20,350 2.01 40,891 0%0 0
Collection Lines Contributed 691'8' SO MEADOWS PHASE IV D 6/30/1996 20,730 2.01 41,655 0%0 0
Collection Lines Contributed MANHOLE REHAB-10 MANHOLE TIF 7/8/1996 12,870 2.01 25,861 0%0 0
WWTP WWTP EFFLUENT SAMPLER & SUCTION LINE 8/20/1996 3,875 2.01 7,786 100% 3,875 7,786
Collection Lines Contributed 2738'8' WOODLAND COURT SUBD. CDBG 12/31/1996 156,830 2.01 315,133 0%0 0
Collection Lines Contributed 580'8' TETON TERRACE CDBG 12/31/1996 30,480 2.01 61,246 0%0 0
Collection Lines GREENACRES SEWER ENGINEERING 2/15/1997 7,354 1.94 14,254 100% 7,354 14,254
WWTP Land LOT 39 SO MEADOWS (1/3)3/14/1997 2,694 1.94 5,221 100% 2,694 5,221
Collection Lines MANHOLE 2ND ST E. BETWEEN 4TH & 5TH 5/30/1997 12,575 1.94 24,375 100% 12,575 24,375
Collection Lines Contributed 1432'8' BLUESTONE D 6/30/1997 42,960 1.94 83,271 0%0 0
Collection Lines Contributed 1030' 8' MEADOW PARK PHASE II D 6/30/1997 30,900 1.94 59,895 0%0 0
Collection Lines Contributed 1206' 8' BUFFALO STAGE PHASE II D 6/30/1997 36,180 1.94 70,129 0%0 0
Collection Lines Contributed 1398' 8' SUNRISE VIEW ESTATES D 6/30/1997 41,940 1.94 81,294 0%0 0
Collection Lines Contributed 3002' 8' LONEPINE VIEW ESTATES D 6/30/1997 90,060 1.94 174,567 0%0 0
Collection Lines Contributed 441' 8' ASHLEY PARK PHASE II D 6/30/1997 13,230 1.94 25,644 0%0 0
General Plant Equipment OLYMPIAN PORTABLE GENERATOR (260)9/16/1997 34,995 1.94 67,833 0%0 0
Collection Lift Station ELKS LIFT STATION #2 9/30/1997 293,396 1.94 568,703 100% 293,396 568,703
General Plant Equipment 6 DIALOG PLUS AUTO ALARM DIALERS 12/2/1997 8,577 1.94 16,625 0%0 0
WWTP WWTP BIOCELLS-ELECTRIC ACTUATORS & PROBE 12/31/1997 26,482 1.94 51,332 100% 26,482 51,332
Collection Lines 609' 8' -6TH ALLEY WN 12/31/1997 89,059 1.94 172,628 100% 89,059 172,628
WWTP WWTP EFFLUENT PIPE-AERATION BASIN 1/31/1998 6,952 1.91 13,262 100% 6,952 13,262
WWTP WWTP DILUTION WATER VALVE 4/30/1998 5,518 1.91 10,526 100% 5,518 10,526
WWTP WWTP DIGESTER FACILITY ENGINEERING &SPEC 6/30/1998 27,533 1.91 52,522 100% 27,533 52,522
Collection Lift Station Contributed LIFT STATION #5A GREENACRES W D 6/30/1998 20,000 1.91 38,151 0%0 0
Collection Lines Contributed 187' 8',370'2'FM-GREENACRES W#3 D 6/30/1998 15,000 1.91 28,614 0%0 0
Collection Lines Contributed 6,562 8' BUFFALO COMMONS D 6/30/1998 178,069 1.91 339,678 0%0 0
Collection Lines 770' 8' HILLTOP AVE/SALISH COURT 6/30/1998 35,000 1.91 66,765 100% 35,000 66,765
Collection Lines Contributed 246' 10''; 1ST ALLEY E./CENTER TIF 7/31/1998 27,000 1.91 51,504 0%0 0
Collection Lines Contributed 1350'4''; 425'3'' -BALLFIELD A-TIF 10/30/1998 36,927 1.91 70,441 0%0 0
WWTP WWTP DIGESTER/FERMENTOR COATINGS &REPAIR 12/31/1998 330,603 1.91 630,648 100% 330,603 630,648
General Plant Equipment ADG-UTILTIY BILLING PROGRAM 4/1/1999 9,862 1.86 18,380 0%0 0
General Plant Vehicle 99 GMC 3/4T 4X4 (259)4/1/1999 21,181 1.86 39,477 0%0 0
WWTP WWTP FERMENTER CHOPPER PUMP 5/14/1999 12,931 1.86 24,102 100% 12,931 24,102
General Plant Equipment Contributed 99 CAT 416C BACKHOE 50% (286)5/14/1999 27,507 1.86 51,268 0%0 0
General Plant Equipment GMC BUMPER CRANE 6/8/1999 3,685 1.86 6,868 0%0 0
Collection Lift Station Contributed lift station #5 Greenacres D 6/30/1999 187,261 1.86 349,018 0%0 0
Collection Lines Contributed 873'8'' -BUFFALO STAGE PHASE III D 6/30/1999 24,980 1.86 46,558 0%0 0
Collection Lines Contributed 1263'10'';2857'8'';1450'6'' WILLOWS D 6/30/1999 167,326 1.86 311,863 0%0 0Page 11 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Collection Lines Contributed SEWER/STORM IMP. CITY WIDE 94.7%TIF 8/31/1999 374,765 1.86 698,489 5% 19,863 37,020
Collection Lines Contributed 100'12'',930'8'' DALEY FIELD -ATIF 9/10/1999 12,348 1.86 23,014 0%0 0
Collection Lines Contributed DALEY FIELD SEWER EXTENSION D 9/10/1999 6,592 1.86 12,287 0%0 0
WWTP WWTP DIGESTER REHAB INSULATION,ETC 10/30/1999 10,336 1.86 19,264 100% 10,336 19,264
General Plant Vehicle 2000 DODGE DAKOTA 4 X 4 PICKUP 12/7/1999 20,614 1.86 38,420 0%0 0
General Plant Equipment 1/3 INT. JOHN DEERE LOADER (370)3/7/2000 34,483 1.82 62,597 0%0 0
WWTP Equipment GAS MONITOR/GENERATOR 3/10/2000 15,160 1.82 27,520 100% 15,160 27,520
WWTP Equipment BIOSOLIDS TRUCK (264)6/30/2000 102,723 1.82 186,470 100% 102,723 186,470
WWTP WWTP HEADWORKS/GRIT SYSTEM EVALUATION 6/30/2000 9,467 1.82 17,184 100% 9,467 17,184
Collection Lift Station Contributed LIFT #16 WILLOWS D 6/30/2000 52,500 1.82 95,302 0%0 0
Collection Lift Station WOODLAND PARK 2 250GAL. TANKS/LINES 6/30/2000 17,685 1.82 32,103 100% 17,685 32,103
Collection Lines Contributed 430'10''-E IDAHO BTN 3RD/4TH D 9/30/2000 9,632 1.82 17,485 100% 9,632 17,485
Collection Lines 2nd ALLEY E SEWER REPLACEMENT 12/20/2000 122,926 1.82 223,144 100% 122,926 223,144
WWTP WWTP HEADWORKS GRIT REMOVAL PUMP 2/1/2001 11,232 1.78 20,026 100% 11,232 20,026
General Plant Equipment HEATED ASPHALT PATCHER 4/17/2001 13,595 1.78 24,238 0%0 0
General Plant Equipment SEWER EMERGENCY PUMP 6/15/2001 14,580 1.78 25,994 0%0 0
Collection Lines Contributed 1534'8''-ASHLEY PK PH III D 6/30/2001 27,612 1.78 49,229 0%0 0
Collection Lines Contributed 392'8''-RANCHVIEW SUB D 6/30/2001 7,526 1.78 13,419 0%0 0
Collection Lines Contributed 600'8''-BUFFALO STG PHS IV D 6/30/2001 11,520 1.78 20,539 0%0 0
Collection Lines Contributed 1447'8''-BUFFALO STG PHS V D 6/30/2001 28,940 1.78 51,597 0%0 0
Collection Lines Contributed 1350'8''-GREAT VIEW DRIVE D 6/30/2001 25,920 1.78 46,212 0%0 0
General Plant Vehicle 99 3/4T CHEVY W/V-PLOW/50% (214)8/21/2001 13,333 1.78 23,771 0%0 0
Collection Lift Station Contributed HOME DEPOT LIFT STATION D 9/30/2001 145,000 1.78 258,518 0%0 0
Collection Lines Contributed MTN VW PLZ PH1-VARIOUS SIZES D 9/30/2001 203,522 1.78 362,857 0%0 0
General Plant Equipment Contributed SURVEY GRADE GPS MAPPING EQIP 30%11/6/2001 10,333 1.78 18,423 0%0 0
WWTP WWTP DIGESTER ALARM/VENTILLATION 12/31/2001 13,437 1.78 23,957 100% 13,437 23,957
Collection Lines 1.5''SPECTRUM MTRS(12)RADIO RD PROG 12/31/2001 10,157 1.78 18,108 100% 10,157 18,108
Collection Lines 2''SPECTRUM MTR(21)RADIO READ PROG 12/31/2001 26,709 1.78 47,619 100% 26,709 47,619
Collection Lines 3''SPECTRUM MTRS(3)RADIO READ PROG 12/31/2001 8,156 1.78 14,542 100% 8,156 14,542
Collection Lines Contributed MRDN BUS.PRK/MRDN&CNTR-8''X501' D 12/31/2001 23,769 1.78 42,377 0%0 0
WWTP WWTP CONTROL RM PC/SFTWR/PROGRAMMING 1/22/2002 17,147 1.73 29,618 100% 17,147 29,618
WWTP WWTP FERMENTER MIXER 3/15/2002 13,406 1.73 23,156 100% 13,406 23,156
WWTP Equipment KUBOTA BX2200D TRACTOR/MOWER/LOADER 3/28/2002 12,375 1.73 21,375 100% 12,375 21,375
WWTP WWTP VFD MOTOR CONTROL UNITS 3/28/2002 17,178 1.73 29,671 100% 17,178 29,671
WWTP WWTP VALVES/METERS 6/30/2002 11,780 1.73 20,347 100% 11,780 20,347
Collection Lines Contributed E CA ALLEY BTN 7TH&8TH-8''X220' D 6/30/2002 8,300 1.73 14,336 0%0 0
Collection Lines Contributed L SHUMAN-ALLEY BTN 8TH&9TH-8''X108'D 6/30/2002 3,703 1.73 6,396 0%0 0
Collection Lines Contributed STRATFORD PH 1-8''X1201' D 6/30/2002 31,209 1.73 53,906 0%0 0
Collection Lines Contributed SUNNYVIEW RECONSTRUCT SID 6/30/2002 73,099 1.73 126,261 0%0 0
Collection Lines MANHOLE REPAIRS FY03 9/30/2002 12,710 1.73 21,953 100% 12,710 21,953
WWTP WWTP LIFT STATION PLC UNITS 4/14/2003 9,417 1.69 15,886 100% 9,417 15,886
WWTP Equipment 2003 KENWORTH SLUDGE TRUCK (207)6/30/2003 105,892 1.69 178,640 100% 105,892 178,640
WWTP WWTP WATER FACILITY MASTER PLAN 6/30/2003 23,556 1.69 39,738 100% 23,556 39,738
WWTP WWTP DAF AIR BUBBLE DIFFUSER PUMPING SYS 6/30/2003 13,847 1.69 23,360 100% 13,847 23,360
WWTP WWTP FERMENTER MIXER 6/30/2003 13,231 1.69 22,321 100% 13,231 22,321
WWTP WWTP COLLECTING EQUIPMENT 6/30/2003 20,440 1.69 34,482 100% 20,440 34,482Page 12 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP WWTP PLANT EXPANSION ENGINEERING REPORT 6/30/2003 9,735 1.69 16,423 100% 9,735 16,423
Collection Lines Contributed SUNNYSIDE PH I D 6/30/2003 14,008 1.69 23,632 0%0 0
Collection Lines Contributed JOHNSON/BURTON-2450 HWY 93 S D 6/30/2003 26,550 1.69 44,790 0%0 0
Collection Lines Contributed STRATFORD VILLAGE PH II D 6/30/2003 32,857 1.69 55,430 0%0 0
Collection Lines Contributed NORTHVIEW PH I-3 MI DR&N RIDING D 6/30/2003 62,495 1.69 105,429 0%0 0
Collection Lines Contributed ASHLEY PARK PH 4 D 6/30/2003 55,092 1.69 92,941 0%0 0
General Plant Equipment WATER FACILITY MASTER PLAN 6/30/2003 84,096 1.69 141,871 0%0 0
General Plant Equipment Contributed OPEN BAY EQUIPMENT STORAGE BLDG 50%11/12/2003 72,000 1.69 121,464 0%0 0
General Plant Equipment FY03 RATE STUDY 11/12/2003 38,422 1.69 64,818 0%0 0
WWTP WWTP MAIN BLDG HVAC UNIT 4/1/2004 12,950 1.59 20,554 100% 12,950 20,554
WWTP WWTP BIOCELL DISSOLVED O2 & ACTUATORS 4/20/2004 25,419 1.59 40,344 100% 25,419 40,344
WWTP WWTP DIGESTER FACILITY MAIN BOILER 4/20/2004 29,755 1.59 47,227 100% 29,755 47,227
WWTP WWTP PRESSING AREA CONTROL UNITS 6/30/2004 16,546 1.59 26,262 100% 16,546 26,262
WWTP WWTP LAB EQUIPMENT 6/30/2004 5,329 1.59 8,458 100% 5,329 8,458
Collection Lift Station Contributed ASHLEY PK PH V-#18 D 6/30/2004 39,500 1.59 62,694 0%0 0
Collection Lift Station Contributed BL HERON PH I-#19 D 6/30/2004 50,000 1.59 79,359 0%0 0
Collection Lift Station VILLAGE GRNS PH 17&19-#20 6/30/2004 50,000 1.59 79,359 100% 50,000 79,359
Collection Lines Contributed ASHLEY PK PH V/944'4'' 1829'8'' D 6/30/2004 53,850 1.59 85,470 0%0 0
Collection Lines Contributed BL HERON PH I/2646'6'' 3290'8'' D 6/30/2004 141,776 1.59 225,024 0%0 0
Collection Lines Contributed VILLAGE GRNS PH 14/494'8'' D 6/30/2004 17,051 1.59 27,063 0%0 0
Collection Lines Contributed VLLG GRNS PH 17&19/640'4'' 1235'8'' D 6/30/2004 41,942 1.59 66,570 0%0 0
Collection Lines Contributed GLACIER COMMONS/5424'10'' D 6/30/2004 151,099 1.59 239,822 0%0 0
Collection Lines Contributed J&L SUBD/50'8'' D 6/30/2004 1,074 1.59 1,705 0%0 0
Collection Lines Contributed N VIEW HTS PH II/1021'8'' D 6/30/2004 29,663 1.59 47,081 0%0 0
Collection Lines Contributed SPEER EXT/60'8'' D 6/30/2004 2,576 1.59 4,089 0%0 0
Collection Lines Contributed SUNNYSIDE SUB PH II/1734'8'' D 6/30/2004 34,000 1.59 53,964 0%0 0
Collection Lines MANHOLE REPAIRS FY04 6/30/2004 10,000 1.59 15,872 100% 10,000 15,872
General Plant Equipment Contributed 05 INTERNATIONAL VAC-CON/80% (213)8/24/2004 175,555 1.59 278,638 0%0 0
WWTP WWTP BACKUP BOILER 11/23/2004 12,807 1.59 20,327 100% 12,807 20,327
WWTP Equipment 2005 GMC SIERRA 3/4T 4X4 (208)2/18/2005 18,106 1.52 27,460 100% 18,106 27,460
WWTP Equipment 2005 GMC SIERRA 3/4T 4X4 W/PLOW 2/21/2005 25,468 1.52 38,625 100% 25,468 38,625
General Plant Equipment Contributed INGERSOLL-RAND ROLLER/50%WTR (271)2/28/2005 12,486 1.52 18,936 0%0 0
General Plant Vehicle Contributed 05 GMC SAVANA UTILITY VAN/17% (426)4/4/2005 2,286 1.52 3,467 0%0 0
General Plant Vehicle Contributed 05 GMC SAVANA UTILITY VAN/17% (220)4/4/2005 2,286 1.52 3,467 0%0 0
WWTP WWTP PORTION OF PLANT PLC 6/30/2005 24,801 1.52 37,615 100% 24,801 37,615
WWTP WWTP E PLANT BOUNDARY SECTION OF FENCING 6/30/2005 10,520 1.52 15,955 100% 10,520 15,955
WWTP WWTP SECONDARY CLARIFIER CDU'S 6/30/2005 231,348 1.52 350,869 100% 231,348 350,869
WWTP WWTP DIGESTER MIX PUMP 6/30/2005 7,016 1.52 10,640 100% 7,016 10,640
WWTP WWTP POLYMER PUMP 6/30/2005 3,515 1.52 5,331 100% 3,515 5,331
Collection Lift Station LIFT ST #22-106 CEMETARY RD 6/30/2005 339,765 1.52 515,298 100% 339,765 515,298
Collection Lift Station FY05 LIBERTY ST LIFT STN-CITY 6/30/2005 129,658 1.52 196,643 100% 129,658 196,643
Collection Lift Station Contributed EMP DR&HILL DR #24 D 6/30/2005 63,822 1.52 96,794 0%0 0
Collection Lift Station Contributed 101 RUSSELL DR #25 D 6/30/2005 34,950 1.52 53,006 0%0 0
Collection Lift Station Contributed 1992 TEAL DR #23 D 6/30/2005 78,000 1.52 118,297 0%0 0
Collection Lines 9384'8''/351'10''/1519'12''/233'18''6/30/2005 1,124,374 1.52 1,705,260 100% 1,124,374 1,705,260
Collection Lines Contributed ASHLEY PK PH VI-490'8'' D 6/30/2005 23,663 1.52 35,888 0%0 0Page 13 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Collection Lines Contributed ASHLEY PK PH VII-1506'8'' D 6/30/2005 74,404 1.52 112,843 0%0 0
Collection Lines Contributed BLUE HRN PH II-758'8'' D 6/30/2005 39,234 1.52 59,503 0%0 0
Collection Lines Contributed DALEY FIELD LOT 3-604'8'' D 6/30/2005 30,556 1.52 46,342 0%0 0
Collection Lines Contributed EMPIR EST PH I&II-2007'6''/4758'8'' D 6/30/2005 275,796 1.52 418,281 0%0 0
Collection Lines Contributed EMPIRE EST PH III-1921'8'' D 6/30/2005 94,722 1.52 143,658 0%0 0
Collection Lines Contributed GLACIER VILL GRNS PH 20-980'8'' D 6/30/2005 52,753 1.52 80,007 0%0 0
Collection Lines Contributed LEISURE HTS PH I-2013'8'' D 6/30/2005 106,061 1.52 160,855 0%0 0
Collection Lines Contributed MUSKRAT SLOUGH-65'4''/903'8'' D 6/30/2005 52,340 1.52 79,380 0%0 0
Collection Lines Contributed NORTHLAND PH I-1527'8'' D 6/30/2005 78,958 1.52 119,750 0%0 0
Collection Lines Contributed RIVER GLEN-570'8'' D 6/30/2005 32,658 1.52 49,530 0%0 0
Collection Lines Contributed W VIEW EST(SECT 36)-7250'12'' D 6/30/2005 415,323 1.52 629,892 0%0 0
Collection Lines Contributed SPRING PRAIRIE PH I-1524'8'' D 6/30/2005 77,010 1.52 116,796 0%0 0
Collection Lines Contributed STRTFRD VILL PH III-880'4''/2178'8''D 6/30/2005 119,222 1.52 180,816 0%0 0
Collection Lines Contributed 3 MI-2503'8'' D 6/30/2005 127,915 1.52 194,000 0%0 0
Collection Lines Contributed W VIEW BUS. CNTR-393'8'' D 6/30/2005 22,955 1.52 34,814 0%0 0
WWTP WWTP SECONDARY CLARIFIER PROJECT 10/30/2005 288,569 1.52 437,653 100% 288,569 437,653
WWTP WWTP DIGESTER MIX PUMP 12/15/2005 42,502 1.52 64,461 100% 42,502 64,461
WWTP WWTP MAIN BUILDING MUA SYSTEM 2/22/2006 38,129 1.46 55,551 100% 38,129 55,551
Collection Lift Station LIFT #29-BOWSER CREEK SUBDIVISION 3/31/2006 277,758 1.46 404,668 100% 277,758 404,668
WWTP WWTP BELT FILTER PRESS AREA CONTROL SYS 4/17/2006 26,353 1.46 38,394 100% 26,353 38,394
WWTP WWTP BIOREACTOR DISSOLVED OXYGN MONITORS 5/9/2006 8,299 1.46 12,090 100% 8,299 12,090
General Plant Vehicle 06 CHEVROLET K2500 (288)6/13/2006 19,431 1.46 28,309 0%0 0
WWTP Equipment Contributed 06 GMC CANYON 20%6/21/2006 3,599 1.46 5,244 80% 2,879 4,195
General Plant Vehicle Contributed 06 GMC CANYON 20%6/21/2006 4,457 1.46 6,494 0%0 0
Collection Lift Station BRIDGE FOOTING REPLACEMENT 6/30/2006 22,390 1.46 32,620 100% 22,390 32,620
Collection Lift Station Contributed #28-COTTONWOOD PK SUBDIVISION D 6/30/2006 77,550 1.46 112,983 0%0 0
Collection Lift Station Contributed #27-THE GREENERY D 6/30/2006 73,300 1.46 106,791 0%0 0
Collection Lines Contributed 1410'8''-COTTONWOOD PK SUB D 6/30/2006 54,603 1.46 79,552 0%0 0
Collection Lines Contributed 1075'8''-BLUE HERON PH3 D 6/30/2006 42,765 1.46 62,305 0%0 0
Collection Lines Contributed 4238'8''-EMPIRE ESTATES PH3&4 D 6/30/2006 158,902 1.46 231,506 0%0 0
Collection Lines Contributed 963'8''-GLACIER HIGH D 6/30/2006 59,914 1.46 87,289 0%0 0
Collection Lines Contributed 840'8''-SINOPAH D 6/30/2006 30,527 1.46 44,475 0%0 0
Collection Lines Contributed 605'8''-DAILY FIELD SUB LOT 3 D 6/30/2006 23,411 1.46 34,108 0%0 0
Collection Lines Contributed 3303'8''-GLACIER VILLAGE GREENS D 6/30/2006 127,215 1.46 185,341 0%0 0
Collection Lines Contributed 1450'8''-ASHLEY PK PH 8 D 6/30/2006 54,101 1.46 78,820 0%0 0
Collection Lines Contributed 440'8''-STRATFORD VILLAGE PH 4 D 6/30/2006 18,435 1.46 26,858 0%0 0
Collection Lines Contributed 610'8''-THE GREENERY D 6/30/2006 25,285 1.46 36,838 0%0 0
Collection Lines Contributed 1238'8''/550'12''-SPRING PRAIRIE D 6/30/2006 66,255 1.46 96,528 0%0 0
Collection Lines Contributed 5975'12''-SECT.36 WTR&SWR D 6/30/2006 273,225 1.46 398,064 0%0 0
Collection Lines Contributed 1138'8''-W VIEW ESTATES PH 1 D 6/30/2006 41,232 1.46 60,071 0%0 0
Collection Lines Contributed 1875'8''-LEISURE HTS PH II D 6/30/2006 75,505 1.46 110,004 0%0 0
WWTP WWTP BIOREACTOR GEAR BOXES 7/1/2006 12,095 1.46 17,621 100% 12,095 17,621
WWTP WWTP FY07 PLANT EXP. ENG. REPORT 7/1/2006 119,110 1.46 173,533 100% 119,110 173,533
WWTP WWTP PROG.LOGIC CONTROL UNIT 1/16/2007 166,670 1.42 236,239 100% 166,670 236,239
WWTP WWTP MOVE FENCE TO E BOUNDARY 4/6/2007 7,060 1.42 10,007 100% 7,060 10,007
WWTP WWTP LABORATORY STEAM SCRUBBER 5/8/2007 5,646 1.42 8,003 100% 5,646 8,003Page 14 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP WWTP POLYMER PUMP 5/16/2007 5,097 1.42 7,225 100% 5,097 7,225
Collection Lift Station Contributed #30 STILLWATER BLUFFS D 6/30/2007 70,000 1.42 99,218 0%0 0
Collection Lift Station Contributed #31 & #32 FVCC D 6/30/2007 170,200 1.42 241,242 0%0 0
Collection Lift Station Contributed #33 LONEPINE MDWS D 6/30/2007 342,269 1.42 485,133 0%0 0
Collection Lift Station Contributed #34 OLD SCHOOL ST D 6/30/2007 836,880 1.42 1,186,196 0%0 0
Collection Lines FY07 10'' FORCE TO REPLACE 6''6/30/2007 323,539 1.42 458,586 100% 323,539 458,586
Collection Lines FY07 10'' FORCE TO REPLACE 6''6/30/2007 613,442 1.42 869,495 100% 613,442 869,495
Collection Lines Contributed ASPEN CR PH.1(2827'8''/209'10'') D 6/30/2007 93,167 1.42 132,055 0%0 0
Collection Lines Contributed CASCADE BUS.PK(681'8'') D 6/30/2007 22,678 1.42 32,144 0%0 0
Collection Lines Contributed HUTTON RNCH PH.1(540'8''/4298'12'')D 6/30/2007 122,280 1.42 173,320 0%0 0
Collection Lines Contributed MEADOWS(2582'8'') D 6/30/2007 78,080 1.42 110,670 0%0 0
Collection Lines Contributed MTN VISTA PH.1(1408'8'') D 6/30/2007 55,086 1.42 78,079 0%0 0
Collection Lines Contributed MTN VISTA PH.2(3091'10'') D 6/30/2007 142,748 1.42 202,331 0%0 0
Collection Lines Contributed NORTHLAND PH.1(1531'8'') D 6/30/2007 60,890 1.42 86,305 0%0 0
Collection Lines Contributed NORTHLAND PH.2(2320'8'') D 6/30/2007 91,003 1.42 128,988 0%0 0
Collection Lines Contributed OLD SCHOOL ST(2340'8''/2000'10'') D 6/30/2007 188,019 1.42 266,498 0%0 0
Collection Lines Contributed SPRING CR(8348'8'') D 6/30/2007 327,490 1.42 464,185 0%0 0
Collection Lines Contributed VILLAGE GRNS PH.18(557'8'') D 6/30/2007 21,013 1.42 29,784 0%0 0
Collection Lines Contributed WESTWOOD PK(1472'8'') D 6/30/2007 69,529 1.42 98,550 0%0 0
Collection Lines Contributed FVCC(1020'8'') D 6/30/2007 30,845 1.42 43,719 0%0 0
Collection Lines Contributed HWY 93 S(5250'12''/5224'15'') D 6/30/2007 577,694 1.42 818,825 0%0 0
Collection Lines Contributed LONE PINE MDWS(2785'8'') D 6/30/2007 113,403 1.42 160,738 0%0 0
Collection Lines Contributed STILLWATER BLUFFS(1300'8'') D 6/30/2007 58,074 1.42 82,314 0%0 0
Collection Lines FY07 MANHOLE REHAB (SLIPLINE 8)6/30/2007 38,164 1.42 54,093 100% 38,164 54,093
Collection Lines MERIDIAN-SERVICE LINES 6/30/2007 65,895 1.42 93,399 100% 65,895 93,399
Collection Lines WYOMING ST MAIN(455'8'')+MANHOLE 6/30/2007 23,736 1.42 33,643 100% 23,736 33,643
Collection Lines LIBERTY ST&MERIDIAN MANHOLE 6/30/2007 63,800 1.42 90,430 100% 63,800 90,430
WWTP Equipment R/S 16' ALUMINUM DUMP BODY 12/10/2007 30,385 1.42 43,068 100% 30,385 43,068
Collection Lines JUSTICE CNTR MANHOLE/MN(12'10'')1/1/2008 15,015 1.36 20,401 100% 15,015 20,401
General Plant Vehicle 08 DODGE 1T W/DUMP 1/21/2008 18,079 1.36 24,564 0%0 0
WWTP WWTP MAIN PLANT AIR COMPRESSOR 2/1/2008 22,317 1.36 30,324 100% 22,317 30,324
WWTP WWTP REFRIGERATED LAB SAMPLER 2/4/2008 4,672 1.36 6,348 100% 4,672 6,348
Collection Lift Station FY08 GENERATOR 2/20/2008 45,293 1.36 61,543 100% 45,293 61,543
Collection Lift Station FY08 GENERATOR 2/20/2008 45,293 1.36 61,543 100% 45,293 61,543
Collection Lift Station FY08 GENERATOR 2/20/2008 43,731 1.36 59,419 100% 43,731 59,419
General Plant Equipment FY08 HYSTER-6000 LB CAPACITY 2/29/2008 4,625 1.36 6,284 0%0 0
Collection Lift Station Contributed LIFT ST.#35-THE MEADOWS D 6/30/2008 183,579 1.36 249,439 0%0 0
Collection Lift Station Contributed LIFT ST.#36-US93 N/SILVERBROOK D 6/30/2008 358,971 1.36 487,755 0%0 0
Collection Lift Station Contributed LIFT ST.#38-SILVERBROOK D 6/30/2008 361,847 1.36 491,662 0%0 0
Collection Lines 5TH AVE E SWR MN/MANHOLE(60'6'')6/30/2008 23,451 1.36 31,864 100% 23,451 31,864
Collection Lines Contributed DIAMOND RIDGE(1465'8'') D 6/30/2008 62,001 1.36 84,244 0%0 0
Collection Lines Contributed US93N TO SLVRBRK(SEE REMARKS) D 6/30/2008 709,625 1.36 964,209 0%0 0
Collection Lines Contributed TREELINE RD(39'8''/2139'10'') D 6/30/2008 123,930 1.36 168,391 0%0 0
Collection Lines Contributed SILVERBROOK(SEE REMARKS) D 6/30/2008 1,182,287 1.36 1,606,443 0%0 0
Collection Lines Contributed MTN VISTA PH.3(1170'8'') D 6/30/2008 40,010 1.36 54,364 0%0 0
Collection Lines Contributed HOLIDAY INN EXP(615'8'') D 6/30/2008 20,749 1.36 28,193 0%0 0Page 15 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Collection Lines Contributed GARDNER EXT(1771'8'') D 6/30/2008 53,077 1.36 72,118 0%0 0
Collection Lines Contributed SPRING PRAIRIE/USFG(3000'8'') D 6/30/2008 52,723 1.36 71,637 0%0 0
Collection Lines Contributed RESERVE LP(579'8''/103'12'') D 6/30/2008 11,648 1.36 15,827 0%0 0
Collection Lines Contributed W VIEW EST PH.2(1890'8'') D 6/30/2008 65,200 1.36 88,591 0%0 0
Collection Lines RESERVE LP UPSIZE 6/30/2008 9,525 1.36 12,943 100% 9,525 12,943
General Plant Vehicle Contributed 2009 FORD RANGER (12.5%)2/28/2009 2,256 1.32 2,970 0%0 0
General Plant Vehicle Contributed 2009 FORD RANGER (12.5%)2/28/2009 2,256 1.32 2,970 0%0 0
General Plant Equipment 2009 BOBCAT (20%)3/25/2009 10,784 1.32 14,203 0%0 0
General Plant Equipment MOBILE PIPELINE INSPECTION UNIT 3/31/2009 121,951 1.32 160,606 0%0 0
WWTP WWTP BELT FILTER PRESS CONVEYOR BLT PANS 6/30/2009 12,090 1.32 15,922 100% 12,090 15,922
WWTP WWTP DIG. BLDG WASTE GAS BURNER 6/30/2009 7,425 1.32 9,778 100% 7,425 9,778
WWTP WWTP BIOREACTOR SLIDE GATES 6/30/2009 10,031 1.32 13,211 100% 10,031 13,211
WWTP WWTP SUPERNATENT PUMP IMPELLER/CONE 6/30/2009 4,405 1.32 5,801 100% 4,405 5,801
Collection Lines Contributed TIMBERWOLF PH1A(620'8'') D 6/30/2009 21,469 1.32 28,274 0%0 0
Collection Lines SPRING CK APTS PH 1(542'8'')6/30/2009 24,322 1.32 32,031 100% 24,322 32,031
Collection Lines SHADY GLEN EXTENSION(359'8'')6/30/2009 9,575 1.32 12,609 100% 9,575 12,609
Collection Lines SPRING PRAIRIE UPSIZE 6/30/2009 49,168 1.32 64,753 100% 49,168 64,753
Collection Lines SPRING CREEK ESTATES (#38)6/30/2009 40,000 1.32 52,679 100% 40,000 52,679
WWTP WWTP SITEWORK 7/1/2009 2,155,569 1.32 2,838,817 100% 2,155,569 2,838,817
WWTP WWTP TRUCK STORAGE BUILDING 7/1/2009 501,588 1.32 660,576 100% 501,588 660,576
WWTP WWTP EXPANSION PROJECT 7/1/2009 19,439,081 1.32 25,600,663 100% 19,439,081 25,600,663
WWTP WWTP FY10 REPLACE GAS MONITORING SYSTEM 11/19/2009 16,617 1.32 21,885 100% 16,617 21,885
WWTP WWTP FY10 REBUILD GRINDER/SHREDDER 6/9/2010 9,750 1.28 12,509 100% 9,750 12,509
Collection Lift Station FY10 REPLACE PUMP-LIFT ST #10 6/30/2010 9,815 1.28 12,592 100% 9,815 12,592
Collection Lines FY10 UPGRD-245'10''/2205'15''-EQUIP 6/30/2010 628,107 1.28 805,812 100% 628,107 805,812
Collection Lines Contributed FY10 HUTTON RCH REMOVE/REPLACE MN D 6/30/2010 30,873 1.28 39,608 0%0 0
Collection Lines 93 BYPASS 572'/8'' TIF/GR(74%)6/30/2010 49,423 1.28 63,406 100% 49,423 63,406
Collection Lines 93 BYPASS 1101'6''/653'8'' GR(67%)6/30/2010 183,105 1.28 234,910 100% 183,105 234,910
Collection Lines FY10 SLIPLINE MANHOLE-1405 5TH ST W 6/30/2010 5,000 1.28 6,415 100% 5,000 6,415
Collection Lines FY10-SLIPLINE MANHOLE-1ST AV E&CNTR 6/30/2010 5,000 1.28 6,415 100% 5,000 6,415
Collection Lines Contributed ASHLEY HGTS(1132'8'') D 6/30/2010 31,161 1.28 39,977 0%0 0
WWTP WWTP FY11 FINAL INSPECTION 7/1/2010 10,895 1.28 13,977 100% 10,895 13,977
Collection Lift Station FY11 GRANDVIEW PUMP ST UPGRADE 7/1/2010 8,028 1.28 10,299 100% 8,028 10,299
WWTP WWTP LIFT ST-ELEC. MTR/VAR. SPEED DR.8/18/2010 14,588 1.28 18,715 100% 14,588 18,715
Collection Lines Contributed EAGLE TRANSIT(30'10'') D 6/30/2011 2,910 1.24 3,622 0%0 0
Collection Lines Contributed TRIPLE W-93 S(240'8'') D 6/30/2011 7,980 1.24 9,931 0%0 0
Collection Lines Contributed ACCESS. SP-420 GRANDVW(30'10'') D 6/30/2011 2,910 1.24 3,622 0%0 0
WWTP Equipment FY12 METTLER ANALYTICAL BALANCE 4/19/2012 5,300 1.21 6,430 100% 5,300 6,430
WWTP WWTP FY12 NITROGEN REMOVAL IMPROVES 6/30/2012 25,120 1.21 30,476 100% 25,120 30,476
WWTP WWTP FY12 CONVEYOR BELT CHAIN 6/30/2012 10,545 1.21 12,793 100% 10,545 12,793
WWTP WWTP FY12 2NDARY DIGESTER VALVE REPLACE 6/30/2012 6,559 1.21 7,958 100% 6,559 7,958
Collection Lines Contributed FY12 RESERVE DR S(323'12'') D 6/30/2012 26,229 1.21 31,821 0%0 0
Collection Lift Station FY13 PROTECTIVE STRUCTURE LIFT #5 1/24/2013 4,850 1.18 5,737 100% 4,850 5,737
WWTP WWTP FY13 MAIN BLDG ROOF REPL.6/30/2013 65,786 1.18 77,819 100% 65,786 77,819
Collection Lines Contributed FY12 GREENACRES PROJ(640'4'') D 6/30/2013 16,722 1.18 19,781 0%0 0
General Plant Equipment FY13 SEWAGE DISPOSAL SITE CONST 6/30/2013 8,389 1.18 9,924 0%0 0Page 16 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP WWTP FY14 MAIN BLDG ROOF REPL.8/8/2013 10,321 1.18 12,209 100% 10,321 12,209
Collection Lines Contributed FY14 93N BYPASS @3MI (876'8'') 68%GR 9/5/2013 67,675 1.18 80,054 32% 21,656 25,617
General Plant Equipment Contributed FY14 SURVEY GRADE GPS SYSTEM-25%12/12/2013 7,797 1.18 9,223 0%0 0
General Plant Equipment FY14 HP DESIGNJET T1200 HD PRINTER-25%1/9/2014 5,596 1.15 6,444 0%0 0
WWTP WWTP FY14 PRIMARY DIGESTER LID 4/1/2014 1,159,983 1.15 1,335,787 100% 1,159,983 1,335,787
Collection Lift Station FY14 LIFT STATION SYNCHRONIZATION 4/17/2014 11,285 1.15 12,995 100% 11,285 12,995
Collection Lines FY14 MANHOLE & L.S. REHAB-VARIOUS 5/1/2014 23,300 1.15 26,831 100% 23,300 26,831
General Plant Equipment FY14 ROTATING SCRAPER/ROOTER-LG DIAMETER-50%6/12/2014 3,321 1.15 3,825 0%0 0
WWTP WWTP FY14 DIGESTER BLDG ROOF REPL.6/30/2014 36,305 1.15 41,807 100% 36,305 41,807
Collection Lift Station LIFT ST #17 ENCLOSURE 6/30/2014 4,920 1.15 5,666 100% 4,920 5,666
Collection Lift Station SPRING PR. PH III-LIFT ST.#41 6/30/2014 46,952 1.15 54,068 100% 46,952 54,068
Collection Lines HWY 93 N OF RESERVE-ARMY RESERVE (1402'8'')6/30/2014 35,939 1.15 41,386 100% 35,939 41,386
Collection Lines SPRING PR PH III-TREELINE RD @ 93 (1526'8'')6/30/2014 27,972 1.15 32,211 100% 27,972 32,211
Collection Lines DRUESDOW EXT. (127'8'')6/30/2014 3,608 1.15 4,155 100% 3,608 4,155
WWTP WWTP FY15 PRIMARY DIGESTER LID 1 YR INSPECTION 8/19/2014 7,823 1.15 9,008 100% 7,823 9,008
WWTP WWTP FY15 DIGESTER GAS ROOM PIPING 10/15/2014 98,723 1.15 113,685 100% 98,723 113,685
WWTP WWTP FY15 LIGHTING IMPROVEMENTS 11/25/2014 11,618 1.15 13,379 100% 11,618 13,379
WWTP WWTP FY15 FOAM SEPARATOR PROJECT 11/30/2014 14,180 1.15 16,329 100% 14,180 16,329
Collection Lift Station FY15 LS #11 BACK UP GENERATOR 12/31/2014 23,506 1.15 27,069 100% 23,506 27,069
Collection Lift Station FY15 LS COMMUNICATION UPGRADE 1/31/2015 16,315 1.12 18,321 100% 16,315 18,321
Collection Lines FY15 HWY 93 N BYPASS UTILITY RELOCATE 1/31/2015 11,481 1.12 12,892 100% 11,481 12,892
Collection Lift Station FY15 LS #4,12,13 ENCLOSURE 4/30/2015 10,688 1.12 12,002 100% 10,688 12,002
WWTP Land FY15 646 S MERIDIAN RD 6/30/2015 60,624 1.12 68,079 100% 60,624 68,079
WWTP WWTP FY15 HEADWORKS ROOF LINER REPLACE 6/30/2015 22,000 1.12 24,705 100% 22,000 24,705
WWTP WWTP FY15 LIFT STATION ROOF LINER REPLACE 6/30/2015 22,000 1.12 24,705 100% 22,000 24,705
WWTP WWTP FY15 COAT EQUALIZATION BASIN 6/30/2015 16,669 1.12 18,719 100% 16,669 18,719
WWTP WWTP FY15 ODOR CONTROL BARK 6/30/2015 42,975 1.12 48,259 100% 42,975 48,259
Collection Lines FY15 MAIN BREAK REPAIR - 500 BLK, 3RD ALLEY E/HAWTHORNE W6/30/2015 12,883 1.12 14,467 100% 12,883 14,467
Collection Lines Contributed FY15 FAIRGROUNDS PH 1 (273'8'') DEVELOPER 6/30/2015 17,043 1.12 19,139 0%0 0
Collection Lines Contributed FY15 MOUNTAIN VISTA PH 4A (418'2'') DEVELOPER 6/30/2015 9,719 1.12 10,914 0%0 0
Collection Lines FY16 LS COMMUNICATION UPGRADE 3/1/2016 15,911 1.09 17,379 100% 15,911 17,379
WWTP Equipment 2016 NISSAN FRONTIER SV/PRO 4/27/2016 28,234 1.09 30,839 100% 28,234 30,839
WWTP WWTP FY16 FERMENTER RECIRC PIPING PROJECT 6/30/2016 35,026 1.09 38,258 100% 35,026 38,258
Collection Lines FY16 2ND ALLEY E MAIN REPL (697'8'')6/30/2016 184,010 1.09 200,990 100% 184,010 200,990
Collection Lines Contributed FY16 1ST ALLEY EN MAIN REPL (1097'12'') DEVELOPER 6/30/2016 261,157 1.09 285,255 0%0 0
Collection Lines Contributed FY16 CAPTAINS MARINE (406'8'') DEVELOPER 6/30/2016 20,557 1.09 22,454 0%0 0
Collection Lines Contributed FY16 OWL VIEW TOWNHOUSES SUBD (163'8'') DEVELOPER 6/30/2016 13,596 1.09 14,851 0%0 0
Collection Lines 115,820' 8'' SEWER PIPE 6/30/2016 500,343 1.09 546,512 100% 500,343 546,512
WWTP Equipment KUBOTA MOWER 9/30/2016 8,425 1.09 9,202 100% 8,425 9,202
WWTP Equipment LABCONCO FLASKSCRUBBER 9/30/2016 10,027 1.09 10,953 100% 10,027 10,953
WWTP WWTP LIFTSTATION GREENHECK MAKE UP AIR UNIT 10/4/2016 10,920 1.09 11,928 100% 10,920 11,928
WWTP WWTP 2ND PLANT AIR COMPRESSOR 12/15/2016 23,300 1.09 25,450 100% 23,300 25,450
WWTP WWTP FY17 EG SWR SHED - SAMPLING EQUIP 6/30/2017 23,054 1.06 24,376 100% 23,054 24,376
WWTP WWTP FY17 DIGESTED SLUDGE LINE REPL 6/30/2017 150,512 1.06 159,144 100% 150,512 159,144
WWTP WWTP FY17 REPL STORAGE BLDG ROOF 6/30/2017 16,249 1.06 17,181 100% 16,249 17,181
WWTP WWTP FY17 REPL R.A.S. BLDG ROOF 6/30/2017 18,387 1.06 19,442 100% 18,387 19,442Page 17 of 18
City of Kalispell - Sewer
Exhibit 7
Fixed Asset Listing as of June 30, 2018
ENR-CCI
7/1/2019
11,293
Type Function Contributed Description
Date
Acquired Original Cost
ENR
Factor Current Cost
% Impact Fee
Eligible
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
Collection Lines FY17 2ND ALLEY WN MN REPL (1485'10'')6/30/2017 662,510 1.06 700,506 100% 662,510 700,506
Collection Lines FY17 PETERSON SCH ALLEY MN REPL (616'8'')6/30/2017 197,756 1.06 209,098 100% 197,756 209,098
Collection Lines Contributed FY17 MTN VISTA PH 4B (130'2'') DEVELOPER 6/30/2017 3,023 1.06 3,196 0%0 0
Collection Lines 19,984'10'' SEWER PIPE 6/30/2017 97,122 1.06 102,692 100% 97,122 102,692
General Plant Equipment 2017 QUIK-LOK TRENCHLESS MN REPAIR EQUIP 6/30/2017 13,962 1.06 14,763 0%0 0
WWTP WWTP FY18 LIFT STATION PUMP REPLACEMENT (3)10/31/2017 33,610 1.06 35,538 100% 33,610 35,538
General Plant Equipment ROBOTIC TOTAL STATION 11/30/2017 7,004 1.06 7,406 0%0 0
WWTP WWTP FY18 SOLIDS DEWATERING PROJECT 12/31/2017 735,739 1.06 777,935 100% 735,739 777,935
General Plant Equipment FY18 SAND/COLD MIX STORAGE SHED 12/31/2017 48,700 1.06 51,493 0%0 0
WWTP WWTP FY18 MAIN PLANT BOILER REPL.3/31/2018 31,372 1.02 32,027 100% 31,372 32,027
General Plant Equipment 2018 DOOSAN DX85R EXCAVATOR 4/30/2018 43,011 1.02 43,909 0%0 0
General Plant Vehicle 2018 FORD F-250 SD/BOSS PLOW/PIPE RACK 5/31/2018 18,283 1.02 18,665 0%0 0
Collection Lines Contributed FY18 FVCC STUDENT HOUSING (178'3''/280'8'') DEVELOPER 6/30/2018 28,451 1.02 29,045 0%0 0
Collection Lines Contributed FY18 GLACIER VILLAGE GREENS PH 2 (616'8'') DEVELOPER 6/30/2018 33,388 1.02 34,085 0%0 0
Collection Lines Contributed FY18 OWL VIEW LANDING (259'8'') DEVELOPER 6/30/2018 13,287 1.02 13,564 0%0 0
Collection Lines Contributed FY18 PHYSICAL THERAPY ASSOC. (265'8'') DEVELOPER 6/30/2018 19,277 1.02 19,679 0%0 0
Collection Lines Contributed FY18 SOUTHSIDE ESTATES (1350'8'') DEVELOPER 6/30/2018 80,143 1.02 81,816 0%0 0
Total $67,990,740 $116,932,811 $43,164,332 $71,710,452
Summary Table
Type Function Original Cost Current Cost
Impact Fee
Eligible
Original Cost
Impact Fee
Eligible
Current Cost
WWTP Land $282,137 $967,462 $189,595 $694,244
WWTP WWTP 40,325,567 65,408,648 32,767,728 48,603,818
WWTP Equipment 400,368 667,626 399,648 666,577
$41,008,071 $67,043,736 $33,356,971 $49,964,639
Collection Lift Station $5,294,863 $8,619,424 $1,610,200 $2,664,106
Collection Lines 20,594,036 39,509,600 8,197,162 19,081,707
$25,888,898 $48,129,024 $9,807,362 $21,745,813
General Plant Building $0 $0 $0 $0
General Plant Vehicle 124,461 192,575 0 0
General Plant Equipment 969,311 1,567,476 0 0
$1,093,771 $1,760,051 $0 $0
$67,990,740 $116,932,811 $43,164,332 $71,710,452
Page 18 of 18
Appendix C – Wastewater Building Sewer Use
ERU
No.Group1, 2, 3 Unit ERU Total
1 Assisted Living person 0.3 $1,904
2 Bar (no food service) seat 0.02 $127
3 Camps
3.01 Day Camps (no meals served) person 0.06 $381
3.02 Day Camps (meals served) person 0.1 $635
4 Car Wash
4.01 Rollover (automated self‐service) bay 16.8 $106,613
4.02 Tunnel (conveyor with attendants) bay 29.6 $187,842
4.03 Hand‐held (self‐service) bay 1.6 $10,154
5 Children Day Care person 0.06 $381
6 Church (Add for ancillary services)seat 0.016 $102
7 Commercial Uses
7.01 Auto Dealership 1000 sf 0.312 $1,980
7.02 Bakery 1000 sf 0.6 $3,808
7.03 Banks 1000 sf 0.16 $1,015
7.04 Barber Shops 1000 sf 0.8 $5,077
7.05 Beauty Salons 1000 sf 1.4 $8,884
7.06 Carry Out (no seating) 1000 sf 0.8 $5,077
7.07 Convenience Stores 1000 sf 0.72 $4,569
7.08 Department Store w/ Lunch Counter 1000 sf 0.32 $2,031
7.09 Department Store w/o Lunch Counter 1000 sf 0.16 $1,015
7.10 Drug Stores 1000 sf 0.52 $3,300
7.11 Garage (Auto‐Truck Repair) 1000 sf 0.056 $355
7.12 Hotels/Motels/Extended Stay (add for restaurant) unit 0.48 $3,046
7.13 Laundries and Cleaners 1000 sf 1.24 $7,869
7.14 Laundromats washer 0.74 $4,696
7.15 Medical Office Building Complex 1000 sf 0.52 $3,300
7.16 Mixed or Uncertain Under One Roof 1000 sf 0.72 $4,569
7.17 Office Buildings 1000 sf 0.36 $2,285
7.18 Real Estate Inc. 1000 sf 0.36 $2,285
7.19 Retail Stores (stand‐alone pad) 1000 sf 0.2 $1,269
7.20 Service Stations 1000 sf 0.72 $4,569
7.21 Shopping Centers/Strip Malls Under One Roof 1000 sf 0.72 $4,569
7.22 Supermarkets 1000 sf 0.8 $5,077
7.23 Warehouses 1000 sf 0.06 $381
8 Country Club (Total Each Fixture Below ‐ Add for food service)
Baths bath 1.2 $7,615
Showers shower 2 $12,692
Sinks sink 0.2 $1,269
Toilets toilet 0.6 $3,808
Urinals urinal 0.4 $2,538
9 Dance Hall/Night Club (add for food service) seat 0.02 $127
10 Doctor's Office 1000 sf 2.48 $15,738
11 Dwellings
11.01 Apartments (Use for Multi‐family) unit 0.8 $5,077
11.02 Single Family Townhomes: dwelling 1 $6,346
11.03 Single Family Separate: dwelling 1 $6,346
11.04 Tiny Homes (meeting State Definition ‐ ≤ 400 sf)dwelling 0.8 $5,077
12 Factories/Manufacturing Plant exclusive industrial wastes person/shift 0.14 $888
13 Fire House person/shift 0.24 $1,523
14 Fraternal Service Organizaions (includes Elks, Knights of Columbus) 1000 sf 0.56 $3,554
15 Funeral Home TBD TBD TBD
16 Group Homes person 0.3 $1,904
17 Health Club
17.1 With Pools (Total Each Fixture Below)
Showers shower 1.82 $11,550
Sinks sink 0.12 $762
Toilets toilet 0.4 $2,538
Urinals urinal 0.26 $1,650
17.2 Without Pools (Total Each Fixture Below)
Showers shower 1.3 $8,250
Sinks sink 0.12 $762
Toilets toilet 0.4 $2,538
Urinals urinal 0.26 $1,650
18 Hospitals bed 1.4 $8,884
19 Library 1000 sf 0.4 $2,538
20 Marinas slip 0.1 $635
21 Mobile Home Parks space 0.8 $5,077
22 Nursery School child 0.016 $102
23 Nursing Homes bed 0.5 $3,173
24 Post Office
24.01 Community 1000 sf 0.256 $1,625
24.02 Bulk Mail or Package Distribution Center 1000 sf 0.06 $381
25 Prison/Jail bed 0.5 $3,173
26 Public Parks (Total Each Fixture Below)
Faucets faucet 0.06 $381
Flush Toilets toilet 0.14 $888
Showers shower 0.4 $2,538
Urinals urinal 0.04 $254
27 Restaurants
27.01 Conventional (includes bars where food is served) seat 0.1 $635
27.02 Fast Food seat 0.07 $444
27.03 Outdoor Seating seat 0.032 $203
28 Schools
28.01 Boarding student 0.4 $2,538
28.02 Colleges student 0.06 $381
28.03 Elementary School student 0.024 $152
28.04 Middle School student 0.032 $203
28.05 High School student 0.08 $508
29 Sports Arena (add for food service) seat 0.02 $127
30 Surgical Centers 1000 sf 0.72 $4,569
31 Swimming Pools
31.01 Private community/hotel only (Add each below)each 2 $12,692
Baths bath 1.2 $7,615
Showers shower 2 $12,692
Sinks sink 0.2 $1,269
Toilets toilet 0.6 $3,808
Urinals urinal 0.4 $2,538
31.02 Swimming Pools, Public (based on pool capacity) swimmer 0.04 $254
32 Theater
32.01 Arena (no food) seat 0.02 $127
32.02 Dinner seat 0.1 $635
32.03 Drive‐in space 0.02 $127
32.04 Movie seat 0.004 $25
33 Travel Trailer Parks (RV Parks)
33.01 w/individual water and sewer hookups space 0.4 $2,538
33.02 w/o individual water and sewer hookups toilet 0.2 $1,269
34 Veterinarian/Kennels 1000 sf 0.72 $4,569
35 Other Undefined Building and Sewer Uses TBD TBD TBD
36 Additional Loading or Change of Use TBD TBD TBD
37 Wet Industry (high volume and/or strength effluent ‐ see W.I. tab)TBD TBD TBD
Notes:
3. Determination of the group to be used for calculation of impact fees shall be made by City engineering staff.
1. Groups 1‐34 data from EDU values given by Anne Arundel County, MD (copied in 2019).
2. Values were coverted from gpd to ERU by dividing by 250 gpd (MD value for single family home).
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
1 Assisted Living person 0.3
Assisted Living is defined as a structure used for housing of persons requiring either
long‐term supervision and general care, or any type of dependency recovery. No
additional charge shall be made for laundry or food and drink preparation and
serving facilities. Persons account for the maximun number of occupants allowed at
the facility.
2 Bar (no food service) seat 0.02
Bar is defined as a retail establishment serving alcoholic beverages. This definition
does not include breweries, which shall fall under 27.01.
3 Camps
3.01 Day Camps (no meals served) person 0.06
3.02 Day Camps (meals served) person 0.1
4 Car Wash
4.01 Rollover (automated self‐service) bay 16.8
4.02 Tunnel (conveyor with attendants) bay 29.6
4.03 Hand‐held (self‐service) bay 1.6
5 Children Day Care person 0.06
Children Day Care is a facility where children are supervised during the day by a
person, people, or organization. The calculation for the unit of person shall apply to
the sum of the total maximum number of children to be supervised, and the total
potential staff.
6 Church (Add for ancillary services)seat 0.02
Churches shall be defined as a structure whose principal use is for worship and in
which the incidental use for office space, school, or recreational purposes is less
than 12 hours per week. Churches used in excess of 12 hours per week for office
and/or school purposes shall be charged based on the highest total ancillary or
concurrent use (church, office, or school).
7 Commercial Uses (Add for ancillary services)
7.01 Auto Dealership 1000 sf 0.31
An auto dealership or vehicle local distribution is a business that sells new or used
cars at the retail level,and employs automobile salespeople and other related
services.
7.02 Bakery 1000 sf 0.6 An establishment for baking and/or selling of baked goods.
7.03 Banks 1000 sf 0.16
An establishment for the custody, loan, exchange or issue of money and for
facilitating the transmission of funds.
A Camp is defined as a location where tents or simple structures (such as cabins) are
erected for shelter or temporary (seasonal) residents. This category is not intended
for RV Parks.
Car Wash is a facility used to clean the exterior and/or interior of motor vehicles.
Car washes fall under three main categories: Roll‐over, tunnel, and Hand‐held.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
7.04 Barber Shops 1000 sf 0.8 A shop where people get their hair cut.
7.05 Beauty Salons 1000 sf 1.4
An establishment in which hairdressing, makeup, and similar cosmetic treatments
are carried out professionally.
7.06 Carry Out (no seating) 1000 sf 0.8
An establishment preparing food or drink bought from a restaurant or store to be
consumed elsewhere.
7.07 Convenience Stores 1000 sf 0.72
A store with extended open hours and in a convenient location, stocking a limited
range of household goods and groceries.
7.08 Department Store w/ Lunch Counter 1000 sf 0.32
A large store stocking and selling many varieties of goods in different departments
with a food service counter.
7.09 Department Store w/o Lunch Counter 1000 sf 0.16 A large store stocking and selling many varieties of goods in different departments.
7.10 Drug Stores 1000 sf 0.52 A store with a pharmacy which also sells toiletries and other articles.
7.11 Garage (Auto‐Truck Repair) 1000 sf 0.06
An automotive repair and/or maintenance shop specializing in automotive repairs
and maintenance services.
7.12 Hotels/Motels/Extended Stay (add for
restaurant) unit 0.48
Hotels and motels are defined as a building or group of buildings used for
temporary housing of persons containing rooms or units intended for the use of
transient persons. Those areas within hotels and motels to be used for commercial
preparation of and serving of food and drink shall be charged at the rate for
restuarants. Commercial areas within hotels and motels, including convention
facilities and other such common areas other than lobby areas, shall be charged at
the rate for commercial and dry industrial areas. Areas used for laundry facilities in
hotels and motels shall be charged at the rate for laundries and Laundromats. Such
additional charges for food and drink, commercial areas and laundry shall be in
addition to the charge per room or motel unit.
7.13 Laundries and Cleaners 1000 sf 1.24
Industrial laundries are defined as buildings or structures or parts of buildings and
structures used for housing and operating laundry equipment for the large scale
washing of uniforms, towels, linens, etc. The anticipated volume and strength of the
sewage to be generated from an industrial laundry would be considerably more
than that from a commercial laundry or Laundromat. Industrial laundries shall be
classified as “Wet Industrial” under Item 19.
7.14 Laundromats washer 0.74
Laundries and Laundromats are defined as commercial buildings and structures, or
parts of commercial buildings and structures used for housing and operating
laundry equipment by the general public to wash clothes and linens for personal
use.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
7.15 Medical Office Building Complex 1000 sf 0.52
Medical Office applies to facility space used to provide diagnosis and treatment for
medical, dental, vison, chiroptractic, psychiatric outpatient, or other similar care.
7.16 Mixed or Uncertain Under One Roof 1000 sf 0.72
A building or structure containing mixed commercial uses. Ancillary uses may be
considered depending on function and an additional charged may be applied as
dictated in the ERU Table.
7.17 Office Buildings 1000 sf 0.36
A building or structure containing offices where work is done. Ancillary uses may be
considered depending on function and an additional charged may be applied as
dictated in the ERU Table.
7.18 Real Estate Inc. 1000 sf 0.36
An establishment in which property and assest transactions are professionally
performed.
7.19 Retail Stores (stand‐alone pad) 1000 sf 0.2
A place of business owned and operated by a retailer in which merchandise is sold
primarily to consumers.
7.20 Service Stations 1000 sf 0.72
A gas station, typically one having the facilities to provide automotive repairs and
maintenance.
7.21 Shopping Centers/Strip Malls Under
One Roof 1000 sf 0.72
A group of retail stores and service establishments usually with ample parking
facilities and usually designed to serve a community or neighborhood.
7.22 Supermarkets 1000 sf 0.8 A large self‐service store selling foods and household goods.
7.23 Warehouses 1000 sf 0.06
A large building where raw materials or manufactured goods may be stored before
their export or distribution for sale.
8 Country Club (Total Each Fixture Below ‐ Add for food service)
Baths bath 1.2
Showers shower 2
Sinks sink 0.2
Toilets toilet 0.6
Urinals urinal 0.4
9 Dance Hall/Night Club (add for food serv seat 0.02
An establishment for nighttime entertainment, offering music and dancing. Seats
account for patron seating areas. Support food and drink services will be calculated
as an additional charged as dictated in the ERU Table.
10 Doctor's Office 1000 sf 2.48
A medical facility in which one or more medical doctors receive and treat
patients.
A facility to support a social life and recreational club. Support services (including,
but not limited to food and drinks) will be calculated as an additional charged as
dictated in the ERU Table.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
11 Dwellings
11.01 Apartments (Use for Multi‐family) unit 0.8
A multiple family residence shall be defined as a building or a group of buildings
housing two or more families, living independently of each other. A family is defined
as one or more persons living as a single housekeeping unit or household with
sewer service being provided through not more than one sewer connection.
Common buildings in an apartment house complex requiring sewer service shall be
charged as commercial buildings and that portion of buildings housing common
laundry facilities shall be charged as Laundries and Laundromats.
11.02 Single Family Townhomes: dwelling 1
A single family Townhome residence on a per living unit basis, shall be defined as a
building used solely for residential purpose, containing one kitchen, designed
and/or used to house not more than one family, and a building having a single
sewer service connection.
11.03 Single Family Separate: dwelling 1
A single family residence on a per living unit basis, shall be defined as a building
used solely for residential purpose, containing one kitchen, designed and/or used to
house not more than one family, and a building having a single sewer service
connection. Mobile homes occupying a separate lot and providing permanent
housing with a separate sewer connected shall be classified as a single‐family
residence.
11.04 Tiny Houses (meeting State Definition ‐
≤ 400 sf)dwelling 0.8
Tiny houses shall be as defined in the Montana Code 24.301.154, Appendix Q. Tiny
houses do not meet the building code requirements for commercial or business
occupancy and are therefore prohibited for these types of uses. The factory built
buildings which meet the definitions of tiny house as having 400 square feet or less
in floor area excluding lofts, and which are intended to be mounted on a permanent
foundation and used as a single‐family dwelling.
12
Factories/Manufacturing Plant
(excludes industrial wastes see wet
industry)
person/shift 0.14 A building or set of buildings with facilities for manufacturing. Persons per shift
accounts for the maximum number of personnel utilizing the facility per a shift.
13 Fire House person/shift 0.24 A building which houses fire equipment and firefighters. Persons per shift accounts
for the maximum number of personnel utilizing the Fire House per a shift.
14 Fraternal Service Organizations (includes
Elks, Knights of Columbus) 1000 sf 0.56 A building where a fraternal organization operates for mutually beneficial purposes.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
15 Funeral Home TBD TBD
An establishment with facilities for the preparation of the dead for burial or
cremation, for the viewing of the body, and for funerals.
16 Group Homes person 0.3
A building where a small number of unrelated people in need of care, support, or
supervision can live together. Persons account for the maximun number of
occupants allowed at the group home.
17 Health Club
17.1 With Pools (Total Each Fixture Below)
Showers shower 1.82
Sinks sink 0.12
Toilets toilet 0.4
Urinals urinal 0.26
17.2 Without Pools (Total Each Fixture Below)
Showers shower 1.3
Sinks sink 0.12
Toilets toilet 0.4
Urinals urinal 0.26
18 Hospitals bed 1.4
General hospitals shall be defined as a building or structure used for the temporary
housing of ill or injured persons and containing facilities for medical and surgical
treatment of such persons. No additional charge shall be made for laundry and food
and drink facilities included in hospitals.preparation and serving facilities included in
hospital.
19 Library 1000 sf 0.4
A building or room containing collections of books, periodicals, and sometimes films
and recorded music for people to read, borrow, or refer to.
20 Marinas slip 0.1
A dock or basin providing secure moorings for boats and often offering supply,
repair, and other facilities.
A Health Club is a facility establishment having members who pay a fee to use its
health and fitness facilities and equipment.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
21 Mobile Home Parks space 0.8
A mobile Home Park, including travel trailer parks, is defined as any area or tract of
land having a sewer connection, and where sewerage collection pipes are extended
to two or more spaces occupied by, or intended to be occupied by a mobile home,
travel trailer or motor home which are defined as a vehicle with or without motive
power which is designed, used or intended for use as a place of human habitation,
or as eating, sleeping or living quarters or any combination thereof. A mobile home
space is defined as the individual location having a sewer hookup for each such
vehicle. For purposes of determining impact fees for mobile home parks’ common
buildings such as recreation halls, etc., shall be charged as commercial buildings.
Buildings housing laundry facilities shall be charged as Laundries and Laundromats
and food or drink service buildings shall be charged as resturaunts.
22 Nursery School child 0.02 A school for young children, up to the age of five.
23 Nursing Homes bed 0.5
Nursing homes or rest homes are defined as a building or structure used for
housing of persons convalescing from illness or injury or persons requiring close
personal care. No additional charge shall be made for laundry or food and drink
preparation and serving facilities included in the convalescent hospitals
24 Post Office
24.01 Community 1000 sf 0.26
24.02 Bulk Mail or Package Distribution Center1000 sf 0.06
25 Prison/Jail bed 0.5
A Prison or Jail is defined as a building in which people are legally held as a
punishment for a crime they have committed or while awaiting trial.
26 Public Parks (Total Each Fixture Below)
Faucets faucet 0.06
Flush Toilets toilet 0.14
Showers shower 0.4
Urinals urinal 0.04
27 Restaurants
27.01 Conventional (includes bars where
food is served) seat 0.1
27.02 Fast Food seat 0.07
27.03 Outdoor Seating seat 0.03
A Post Office is defined as a public or corporation facility responsible for mail
services. This category shall also be used for commercial package delivery services.
A park, either privately or publicly owned, is defined as a large public green area,
used for recreation.
A restaurant is defined as a business that prepares and serves food and drinks for
consumption on the premises and for profit. This category may also include carry‐
out and delivery services. Fast Food shall only be applied to businesses without
table service and wait staff. Outdoor Seating shall be applied to both Restaurant
and Fast Food.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
28 Schools
28.01 Boarding student 0.4
28.02 Colleges student 0.06
28.03 Elementary School student 0.02
28.04 Middle School student 0.03
28.05 High School student 0.08
29 Sports Arena (add for food service) seat 0.02
A building with an enclosure or platform, usually surrounded by seats on all sides, in
which sports events, contests, entertainments, etc, take place.
30 Surgical Centers 1000 sf 0.72
Surgery centers also known as outpatient surgery centers, same day surgery
centers, or surgicenters, are defined as health care facilities where surgical
procedures not requiring an overnight hospital stay are performed. Such surgery is
commonly less complicated than that requiring hospitalization.
31 Swimming Pools
31.01 Private community/hotel only (Add each below)each 2
Baths bath 1.2
Showers shower 2
Sinks sink 0.2
Toilets toilet 0.6
Urinals urinal 0.4
31.02 Swimming Pools, Public (based on pool capacity) swimmer 0.04
32 Theater
32.01 Arena (no food) seat 0.02
32.02 Dinner seat 0.1
32.03 Drive‐in space 0.02
32.04 Movie seat 0
33 Travel Trailer Parks (RV Parks)
33.01 w/individual water and sewer hookups space 0.4
33.02 w/o individual water and sewer hookups toilet 0.2
Schools are defined as any building or group of buildings used for school purposes
more than 12 hours per week, involving assemblage for instruction, education or
recreation. Schools may be public or private.
A swimming pool is defined as a structure designed to hold water to enable
swimming or other leisure activities.
A theater is a building or outdoor area in which movies, plays, and other dramatic
performances are held.
RV (Recreational Vehicle) Spaces are defined as a designated and defined parcel of
land within a recreational vehicle park intended for temporary location of a
recreational vehicle as a dwelling unit for travel, recreational or vacation uses.
Common buildings in an RV park requireing sewer service shall additional charged
as ditated in the ERU Table.
Wastewater Building Sewer Use ERU
No.Group1, 2, 3 Unit ERU Definition
34 Veterinarian/Kennels 1000 sf 0.72
An establishment used for veterinary care of sick or injured animals. The boarding of
animals is limited to short‐term care and is accessory to the principal use.
35 Other Undefined Building and Sewer Uses TBD TBD
Undefined buildings and sewer use are those not defined above. Undefined uses
shall be determined on an individual basis by the City.
36 Additional Loading or Change of Use TBD TBD
Determined on basis of new use for entire facility less credit for former use. No
refunds if new use is less than former use. Additional loading or change of use is
defined as an increased demand for wastewater treatment from an existing sewer
connection, wet industrial, building or structure.
37
Wet Industry (high volume and/or
strength effluent ‐ see Wet Industry
tab)
TBD TBD
Wet industrial uses are defined as those buildings and structures housing industrial
activities where the use of water and subsequent discharge to the sewer occurs in
connection with an industrial process. Facilities with a discharge of 10,000 gallons
per day or greater are considered wet industrial. Other facilities that discharge less
than 10,000 gallons per day, and whose anticipated strength of the sewage to be
generated from the facility is greater than domestic sewage strengths may also be
considered wet industrial. Those facilities will be reviewed on a case‐by‐case basis.
The anticipated volume and strength of sewage from an average single‐family
residence shall be considered when calculating Impact Fees.To be determined on an
individual basis by the City.
Notes:
1. Groups 1‐34 data from EDU values given by Anne Arundel County, MD (copied in 2019).
2. Values were coverted from gpd to ERU by dividing by 250 gpd (MD value for single family home).
3. Determination of the group to be used for calculation of impact fees shall be made by City engineering staff.
Wastewater Building Sewer Use ERU
Wet Industry Waste Impact Fee ChargeThe results of the treatment plant classification, or the percentages by volume, BOD, TSS, TP or TN component,
was used to determine the classification of the Impact Fee treatment related component.
Total Cost Volume BOD TSS TP TN
Treatment Plant Classification %23%11%40%12%14%
Impact Fee Treatment Component $3,164 721.39$ 360.70$ 1,265.60$ 376.52$ 439.80$
Per unit cost for each component. Treatment Impact component is divided by the annual lbs for and ERU.
Base on domestic wastewater characteristics of 200 gpd and the following strengths per component.
BOD TSS TP TN
Kalispell Base Strengths (ppm)250 250 7 40
Annual lbs/year =(avg gpd*365)*8.345 * ppm
1,000,000
Impact Fee Strength Unit Costs BOD TSS TP TN
Total Treatment Cost 360.70$ 1,265.60$ 376.52$ 439.80$
Annual lbs per ERU 152 152 4 24Unit Cost / lbs 2.37$ 8.31$ 88.30$ 18.05$
The unit costs developed are then used to determine the fee for a customer based upon the specific flow and
strength characteristics of that customer. These charges are applied, on a per pound basis for all pounds over
the annual pounds of one (1) ERU.
Example
Current Treatment Impact Fee $3,164 per ERU
Current Collection Impact Fee $3,182 per ERU
Step 1- Determination of ERU and Base Impact Fee Charge
Base ERU Annual Flow (365 *200 gpd)73,000 gallonsNew Customer Annual Flow 200,000 gallons
Total ERU's 2.7
Treatment Impact Fee Charge for new customer $8,668
Collection Impact Fee Charge for new customer $8,718
Total $17,386
Step 2- Determine Extra lb/yr per ComponentBOD TSS TP TN
New Customer Concentration (ppm)270 250 12 86
New Customer lb/year 451 417 20 144Purchased lb/year 417 417 12 67
Extra lb/year 33 0 8 77
Cost per Extra lb/component 2.37$ 8.31$ 88.30$ 18.05$
Total Extra Strength Cost/Component 79.06$ -$ 736.82$ 1,385.66$
Step 3- Total Wet Industry Charge
Base Treatment and Collection Charge 17,386.30$ BOD Extra Strength Charge 79.06$
TSS Extra Strength Charge -$
TP Extra Strength Charge 736.82$
TN Extra Strength Charge 1,385.66$
Total Charge 19,587.84$
Appendix D – Montana Code
2015 Montana Code Annotated
Title 7. LOCAL GOVERNMENT
CHAPTER 6. FINANCIAL ADMINISTRATION AND TAXATION
Part 16. Impact Fees to Fund Capital Improvements
7-6-1601. Definitions. As used in this part, the following definitions apply: (1) (a) "Capital
improvements" means improvements, land, and equipment with a useful life of 10 years or more
that increase or improve the service capacity of a public facility. (b) The term does not include
consumable supplies. (2) "Connection charge" means the actual cost of connecting a property
to a public utility system and is limited to the labor, materials, and overhead involved in making
connections and installing meters. (3) "Development" means construction, renovation, or
installation of a building or structure, a change in use of a building or structure, or a change in
the use of land when the construction, installation, or other action creates additional demand for
public facilities. (4) "Governmental entity" means a county, city, town, or consolidated
government. (5) (a) "Impact fee" means any charge imposed upon development by a
governmental entity as part of the development approval process to fund the additional service
capacity required by the development from which it is collected. An impact fee may include a fee
for the administration of the impact fee not to exceed 5% of the total impact fee collected. (b)
The term does not include: (i) a charge or fee to pay for administration, plan review, or
inspection costs associated with a permit required for development; (ii) a connection charge; (iii)
any other fee authorized by law, including but not limited to user fees, special improvement
district assessments, fees authorized under Title 7 for county, municipal, and consolidated
government sewer and water districts and systems, and costs of ongoing maintenance; or (iv)
onsite or offsite improvements necessary for new development to meet the safety, level of
service, and other minimum development standards that have been adopted by the
governmental entity. (6) "Proportionate share" means that portion of the cost of capital system
improvements that reasonably relates to the service demands and needs of the project. A
proportionate share must take into account the limitations provided in 7-6-1602. (7) "Public
facilities" means: (a) a water supply production, treatment, storage, or distribution facility; (b) a
wastewater collection, treatment, or disposal facility; (c) a transportation facility, including roads,
streets, bridges, rights-of-way, traffic signals, and landscaping; (d) a storm water collection,
retention, detention, treatment, or disposal facility or a flood control facility; (e) a police,
emergency medical rescue, or fire protection facility; and (f) other facilities for which
documentation is prepared as provided in 7-6-1602 that have been approved as part of an
impact fee ordinance or resolution by: (i) a two-thirds majority of the governing body of an
incorporated city, town, or consolidated local government; or (ii) a unanimous vote of the board
of county commissioners of a county government.
7-6-1602. Calculation of impact fees -- documentation required -- ordinance or resolution --
requirements for impact fees. (1) For each public facility for which an impact fee is imposed, the
governmental entity shall prepare and approve a service area report. (2) The service area report
is a written analysis that must: (a) describe existing conditions of the facility; (b) establish level-
of-service standards; (c) forecast future additional needs for service for a defined period of time;
(d) identify capital improvements necessary to meet future needs for service; (e) identify those
capital improvements needed for continued operation and maintenance of the facility; (f) make a
determination as to whether one service area or more than one service area is necessary to
establish a correlation between impact fees and benefits; (g) make a determination as to
whether one service area or more than one service area for transportation facilities is needed to
establish a correlation between impact fees and benefits; (h) establish the methodology and
time period over which the governmental entity will assign the proportionate share of capital
costs for expansion of the facility to provide service to new development within each service
area; (i) establish the methodology that the governmental entity will use to exclude operations
and maintenance costs and correction of existing deficiencies from the impact fee; (j) establish
the amount of the impact fee that will be imposed for each unit of increased service demand;
and (k) have a component of the budget of the governmental entity that: (i) schedules
construction of public facility capital improvements to serve projected growth; (ii) projects costs
of the capital improvements; (iii) allocates collected impact fees for construction of the capital
improvements; and (iv) covers at least a 5-year period and is reviewed and updated at least
every 5 years. (3) The service area report is a written analysis that must contain documentation
of sources and methodology used for purposes of subsection (2) and must document how each
impact fee meets the requirements of subsection (7). (4) The service area report that supports
adoption and calculation of an impact fee must be available to the public upon request. (5) The
amount of each impact fee imposed must be based upon the actual cost of public facility
expansion or improvements or reasonable estimates of the cost to be incurred by the
governmental entity as a result of new development. The calculation of each impact fee must be
in accordance with generally accepted accounting principles. (6) The ordinance or resolution
adopting the impact fee must include a time schedule for periodically updating the
documentation required under subsection (2). (7) An impact fee must meet the following
requirements: (a) The amount of the impact fee must be reasonably related to and reasonably
attributable to the development's share of the cost of infrastructure improvements made
necessary by the new development. (b) The impact fees imposed may not exceed a
proportionate share of the costs incurred or to be incurred by the governmental entity in
accommodating the development. The following factors must be considered in determining a
proportionate share of public facilities capital improvements costs: (i) the need for public
facilities capital improvements required to serve new development; and (ii) consideration of
payments for system improvements reasonably anticipated to be made by or as a result of the
development in the form of user fees, debt service payments, taxes, and other available sources
of funding the system improvements. (c) Costs for correction of existing deficiencies in a public
facility may not be included in the impact fee. (d) New development may not be held to a higher
level of service than existing users unless there is a mechanism in place for the existing users to
make improvements to the existing system to match the higher level of service. (e) Impact
fees m
7-6-1603. Collection and expenditure of impact fees -- refunds or credits -- mechanism for
appeal required. (1) The collection and expenditure of impact fees must comply with this part.
The collection and expenditure of impact fees must be reasonably related to the benefits
accruing to the development paying the impact fees. The ordinance or resolution adopted by the
governmental entity must include the following requirements: (a) Upon collection, impact fees
must be deposited in a special proprietary fund, which must be invested with all interest
accruing to the fund. (b) A governmental entity may impose impact fees on behalf of local
districts. (c) If the impact fees are not collected or spent in accordance with the impact fee
ordinance or resolution or in accordance with 7-6-1602, any impact fees that were collected
must be refunded to the person who owned the property at the time that the refund was due. (2)
All impact fees imposed pursuant to the authority granted in this part must be paid no earlier
than the date of issuance of a building permit if a building permit is required for the development
or no earlier than the time of wastewater or water service connection or well or septic permitting.
(3) A governmental entity may recoup costs of excess capacity in existing capital facilities, when
the excess capacity has been provided in anticipation of the needs of new development, by
requiring impact fees for that portion of the facilities constructed for future users. The need to
recoup costs for excess capacity must have been documented pursuant to 7-6-1602 in a
manner that demonstrates the need for the excess capacity. This part does not prevent a
governmental entity from continuing to assess an impact fee that recoups costs for excess
capacity in an existing facility. The impact fees imposed to recoup the costs to provide the
excess capacity must be based on the governmental entity's actual cost of acquiring,
constructing, or upgrading the facility and must be no more than a proportionate share of the
costs to provide the excess capacity. (4) Governmental entities may accept the dedication of
land or the construction of public facilities in lieu of payment of impact fees if: (a) the need for
the dedication or construction is clearly documented pursuant to 7-6-1602; (b) the land
proposed for dedication for the public facilities to be constructed is determined to be appropriate
for the proposed use by the governmental entity; (c) formulas or procedures for determining the
worth of proposed dedications or constructions are established as part of the impact fee
ordinance or resolution; and (d) a means to establish credits against future impact fee revenue
has been created as part of the adopting ordinance or resolution if the dedication of land or
construction of public facilities is of worth in excess of the impact fee due from an individual
development. (5) Impact fees may not be imposed for remodeling, rehabilitation, or other
improvements to an existing structure or for rebuilding a damaged structure unless there is an
increase in units that increase service demand as described in 7-6-1602(2)(j). If impact fees are
imposed for remodeling, rehabilitation, or other improvements to an existing structure or use,
only the net increase between the old and new demand may be imposed. (6) This part does not
prevent a governmental entity from granting refunds or credits: (a) that it considers appropriate
and that are consistent with the provisions of 7-6-1602 and this chapter; or (b) in accordance
with a voluntary agreement, consistent with the provisions of 7-6-1602 and this chapter,
between the governmental entity and the individual or entity being assessed the impact fees. (7)
An impact fee represents a fee for service payable by all users creating additional demand on
the facility. (8) An impact fee ordinance or resolution must include a mechanism whereby a
person charged an impact fee may appeal the charge if the person believes an error has
been made.
7-6-1604. Impact fee advisory committee. (1) A governmental entity that intends to propose
an impact fee ordinance or resolution shall establish an impact fee advisory committee. (2) An
impact fee advisory committee must include at least one representative of the development
community. The committee shall review and monitor the process of calculating, assessing, and
spending impact fees. (3) The impact fee advisory committee shall serve in an advisory
capacity to the governing body of the governmental entity.