2005Annual report.pdf

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ANNUAL REPO J1i'ijrsJ co~j,~/SS!ON
t:L-5 --
FALLS WATER COMPANY, IN
. NAME
1770 Sabin Dr, Idaho Falls, ID 834
ADDRESS
TO THE
IDAHO PUBLIC
UTiliTIES COMMISSION
FOR THE
YEAR ENDED December 31 2005
ANNUAL REPORT FOR WATER UTILITIES TO
THE IDAHO PUBLIC UTILITIES COMMISSION
FOR THE YEAR ENDING December 31 2005
11 Are there any affiliated companies?
If yes, attach a list with names, addresses & descriptions.
provided to the utility.
12 Contact Information
President (Owner)
Vice President
Secretary
General Manager
Complaints or Billing
Engineering
Emergency Service
Accounting
13 Were any water systems acquired during the year or any additions/deletions madeto the service area during the year? Yes
If yes, attach a list with names, addresses & descriptions. Explain any services
provided to the utility.
14 Where are the Company s books and records kept?Street Address 1770 Sabin DriveCity Idaho FallsState IdahoZip 83406
1 Give full name of utility
2 Date of Organization
3 Organized under the laws of the state of
4 Address of Principal Office (number & street)
5 P.O. Box (if applicable)
6 City
7 State
8 Zip Code
9 Organization (proprietor, partnership, corp.
10 Towns, Counties served
Rev 3/02
" i 7 r:; (j: i :
COMPANY INFORMATION
, ,.
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Falls Water Company, Inc.
Jan-
Idaho
1770 Sabin Drive
Idaho Falls
Idaho
83406
Not-for-profit Corporation
Bonneville County and portions of Ammon, Idaho
Explain any services
Name Phone No.
Kellv D. Howell 208-522-2525
Cindv Howell 208-522-2525
K. Scott Bruce 208-522-1300
K. Scott Bruce 208-522-1300
Tonv Wise 208-522-1300
Tonv Wise 208-522-1300
K. Scott Bruce 208-522-1300
Page 1
NAME:Falls Water Company, Inc.
COMPANY INFORMATION (Cont.)
For the Year Ended December 31 , 2005
15 Is the system operated or maintained under a
service contract?
16 If yes: With whom is the contract?
Yes
Frontier Property Group
Month-to-Month
All Labor, both field and office
When does the contract expire?
What services and rates are included?
17 Is water purchased for resale through the system? Yes, Leased well site within FWC's Service Area
18 If yes: Name of Organization Evan s Grain & Elevator
Name of owner or operator Well operated by Falls Water Company, Inc.Mailing Address PO Box 3765City denState UtahZip 84409
Water Purchased
19 Has any system(s) been disapproved by the
Idaho Division of Environmental Quality?
If yes, attach full explanation
20 Has the Idaho Division of Environmental Quality
recommended any improvements?
If yes, attach full explanation
21 Number of Complaints received during year concerning:
Quality of Service
High Bills
Disconnection
22 Number of Customers involuntarily disconnected
23 Date customers last received a copy of the Summary
of Rules required by IDAPA 31.21.01.701?
Attach a copy of the Summary
24 Did significant additions or retirements from the
Plant Accounts occur during the year?
If yes, attach full explanation
and an updated system map
Rev 3/02 Page 2
Gallons/CCF $Amount
204 7001$ 1 112.
Yes
No Record
No Record
June 2005
NAME:Falls Water Company, Inc.
REVENUE & EXPENSE DETAIL
For the Year Ended December 31 2005
ACCT #DESCRIPTION
400 REVENUES
460 Unmetered Water Revenue 122 168
461.Metered Sales - Residential 373 867
461.Metered Sales - Commercial , Industrial 884
462 Fire Protection Revenue
464 Other Water Sales Revenue 677
465 Irrigation Sales Revenue
466 Sales for Resale
400 Total Revenue (Add Lines 1 - 7)509 595
(also enter result on Page 4 , line 1)
* DEQ Fees Billed separately to customers Booked to Acct #
** Hookup or Connection Fees Collected 205 300 Booked to Acct 271
***
Commission Approved Surcharges Collected Booked to Acct #
401 OPERATING EXPENSES
601.6 Labor - Operation & Maintenance 100 014
601.Labor - Customer Accounts 7,449
601.Labor - Administrative & General 186
603 Salaries, Officers & Directors 824
604 Employee Pensions & Benefits 13,406
610 Purchased Water 112
615-Purchased Power & Fuel for Power 78,469
618 Chemicals
620.6 Materials & Supplies - Operation & Maint.240
620.8 Materials & Supplies - Administrative & General 861
631-34 Contract Services - Professional 002
635 Contract Services - Water Testing 580
636 Contract Services - Other 518
641-Rentals - Property & Equipment 705
650 Transportation Expense 19,478
656-Insurance 9,468
660 Advertising 2,458
666 Rate Case Expense (Amortization)
667 Regulatory Comm. Exp. (Other except taxes)431
670 Bad Debt Expense 296
675 Miscellaneous 684
Total Operating Expenses (Add lines 12 - 32, also enter on Pg 4, line 2)468 183
Rev 3/02 Page 3
Name:
ACCT #
Falls Water Company, Inc.
INCOME STATEMENT
For Year Ended
DESCRIPTION
December 31 , 2005
403
406
407
6 408.
7 408.
8 408.
9A 408.
17 413
18 414
30 427.
31 427.
409. 1 0
409.
410.
410.
411
412
415
416
419
420
421
426
408.
409-
Rev 3/02
Revenue (From Page 3, line 8)
Operating Expenses (From Page 3, line 33)
Depreciation Expense
Amortization, Utility Plant Aquisition Adj.
Amortization Exp. - Other
Regulatory Fees (PUC)
Property Taxes
Payroll Taxes
Other Taxes (list)
468 183
293
320
890
DEQ Fees
Federal Income Taxes
State Income Taxes
Provision for Deferred Income Tax - Federal
Provision for Deferred Income Tax - State
Provision for Deferred Utility Income Tax Credits
Investment Tax Credits - Utility
Total Expenses from operations before interest (add lines 2-15)
Income From Utility Plant Leased to Others
Gains (Losses) From Disposition of Utility Plant
Net Operating Income (Add lines 1 , 17 & 18 less line 16)
Revenues, Merchandizing Jobbing and Contract Work
Expenses, Merchandizing, Jobbing & Contracts
Interest & Dividend Income
Allowance for Funds used During Construction
Miscellaneous Non-Utility Income
Miscellaneous Non-Utility Expense
Other Taxes, Non-Utility Operations
Income Taxes, Non-Utility Operations
Net Non-Utility Income (Add lines 20 23 & 24 less lines 21 , & 27)
Gross Income (add lines 19 & 28)
Interest Exp. on Long-Term Debt
Other Interest Charges
NET INCOME (Line 29 less lines 30 & 31) (Also Enter on Pg 9, Line 2)
Page 4
509 595
519 716
(10 121)
878
883
996
875
127
252)
Name:Falls Water Company. Inc.
ACCOUNT 101 PLANT IN SERVICE DETAIL
For Year Ended December 31 , 2005
SUB
ACCT #
Balance
Beginning
of Year
Balance
End of
Year
Added
During
Year
Removed
During
YearDESCRIPTION
301 Organization
302 Franchises and Consents
303 Land & Land Rights 329 150 179
304 Structures and Improvements 707 707
305 Collecting & Impounding Reservoirs
306 Lake, River & Other Intakes
307 Wells 545 6,482 027
308 Infiltration Galleries & Tunnels
309 Supply Mains
310 Power Generation Equipment 693 693
311 Power Pumping Equipment 202 683 506 210 189
320 Purification Systems 603 023 626
330 Distribution Reservoirs & Standpipes 494 494
331 Trans. & Distrib. Mains & Accessories 435 055 108 475 163
333 Services
334 Meters and Meter Installations 223 713.845 304 558
335 Hydrants 5,416 5,416
336 Backflow Prevention Devices
339 Other Plant & Misc. Equipment
340 Office Furniture and Equipment 8,474 083 556.
341 Transportation Equipment 110 769 879.
342 Stores Equipment 328 807 134.
343 Tools, Shop and Garage Equipment
344 Laboratory Equipment
345 Power Operated Equipment
346 Communications Equipment
347 Miscellaneous Equipment
348 Other Tangible Property
TOTAL PLANT IN SERVICE 010,734 166 040 150 176 624
(Add lines 1 - 28)Enter beginning & end of year totals on Pg 7, Line 1
Rev 3/02 Page 5
Name:Falls Water Company, Inc.
ACCUMULATED DEPRECIATION ACCOUNT 108.1 DETAIL
For Year Ended December 31 , 2005
SUB
Depreciation
Rate
Balance
Beginning
Balance
End of
Increase
ACCT #DESCRIPTION of Year Year (Decrease)
304 Structures and Improvements
305 Collecting & Impounding Reservoirs
306 Lake, River & Other Intakes
307 Wells 342 705 363
308 Infiltration Galleries & Tunnels
309 Supply Mains
310 Power Generation Equipment 947 782 835
311 Power Pumping Equipment 124 785 133 339 554
320 Purification Systems 14,448 747 299
330 Distribution Reservoirs & Standpipes 494 494
331 Trans. & Distrib. Mains & Accessories 70,434 582 148
333 Services
334 Meters and Meter Installations 771 123,457 686
335 Hydrants 116.117
336 Backflow Prevention Devices
339 Other Plant & Misc. Equipment
340 Office Furniture and Equipment 151 370 219
341 Transportation Equipment 344 074 730
342 Stores Equipment
343 Tools, Shop and Garage Equipment 082 369 287
344 Laboratory Equipment
345 Power Operated Equipment
346 Communications Equipment
347 Miscellaneous Equipment
348 Other Tangible Property
TOTALS (Add Lines 1 - 25)362 798 419 035 237
Enter beginning & end of year totals on Pg 7, Line 7
Rev 3/02 Page 6
Name:Falls Water Company, Inc.
BALANCE SHEET
For Year Ended December 31 2005
ASSETS Balance
End of
IncreaseBalance
Beginning
ACCT #DESCRIPTION of Year Year (Decrease)
101 Utility Plant in Service (From Pg 5 , Line 29)010 734 176 624 165 890
102 Utility Plant Leased to Others
103 Plant Held for Future Use
105 Construction Work in Progress
114 Utility Plant Aquisition Adjustment
Subtotal (Add Lines 1 - 5)010 734 176 624 165 890
108.Accumulated Depreciation (From Pg 6, Line 26)362 798 419 035 237
108.Accum. Depr. - Utility Plant Lease to Others
108.Accum. Depr. - Property Held for Future Use
110.Accum. Amort. - Utility Plant in Service
110.Accum. Amort. - Utility Plant Lease to Others
115 Accumulated Amortization - Aquisition Adj.
Net Utility Plant (Line 6 less lines 7 - 12)647 936 757 588 109 652
123 Investment in Subsidiaries
125 Other Investments
Total Investments (Add lines 14 & 15)
131 Cash 126,484 271 019 144 535
135 Short Term Investments
141 Accts/Notes Receivable - Customers 629 60,409 780
142 Other Receivables 187 187
145 Receivables from Associated Companies
151 Materials & Supplies Inventory
162 Prepaid Expenses 876 876
173 Unbilled (Accrued) Utility Revenue
143 Provision for Uncollectable Accounts 300 300
Total Current (Add lines 17 -24 less line 25)165 813 390 192 224 379
181 Unamortized Debt Discount & Expense
183 Preliminary Survey & Investigation Charges
184 Deferred Rate Case Expenses
186 Other Deferred Charges
Total Assets (Add lines 13, 16 & 26 - 30)813 749 147 780 334 031
Rev 3/02 Page 7
Name:Falls Water Company, Inc.
BALANCE SHEET
For Year Ended December 31 , 2005
LIABILITIES & CAPITAL IncreaseBalance
Beginning
Balance
End of
ACCT #DESCRIPTION of Year Year (Decrease)
201-Common Stock 000 000
204-Preferred Stock
207-Miscellaneous Capital Accounts
214 Appropriated Retained Earnings
215 Unappropriated Retained Earnings 114 717 100 167 (14 550)
216 Reacquired Capital Stock
218 Proprietary Capital
Total Equity Capital (Add Lines 1-5+7 less line 6)139 717 125 167 (14 550)
221-Bonds
223 Advances from Associated Companies 115 966 105 378 (10 588)
224 Other Long - Term Debt 232 259 363 182 131
231 Accounts Payable 979 235 (19 744)
232 Notes Payable 233 159 573 (205 586)
233 Accounts Payable - Associated Companies 951 674 723
235 Customer Deposits (Refundable)
236.Accrued Other Taxes Payable
236.Accrued Income Taxes Payable 054 024)
236.Accrued Taxes - Non-Utility
237-Accrued Debt, Interest & Dividends Payable
241 Misc. Current & Accrued Liabilities
251 Unamortized Debt Premium
252 Advances for Construction
253 Other Deferred Liabilities
255.Accumulated Investment Tax Credits - Utility
255.Accum. Investment Tax Credits - Non-Utility
261-Operating Reserves
271 Contributions in Aid of Construction 208 875 622,491 413 616
272 Accum. Amort. of Contrib. in Aid of Const. **827)(19 131)(13 304)
281-Accumulated Deferred Income Taxes
Total Liabilities (Add lines 9 - 29 674 389 022 612 348 223
TOTAL LlAB & CAPITAL ( Add lines 8 & 30)814 106 147 779 333 673
** Only if Commission Approved
Rev 3/02 Page 8
Name:Falls Water Company, Inc.
STATEMENT OF RETAINED EARNINGS
For Year Ended December 31 , 2005
Retained Earnings Balance (Q2 Beginning of Year
Amount Added from Current Year Income (From Pg 4, Line 32)
Other Credits to Account
Dividends Paid or Appropriated
Other Distributions of Retained Earnings
Retained Earnings Balance (Q2 End of Year
114717
252)
298)
100 167
Description (Class , Par Value etc.
COMMON
CAPITAL STOCK DETAIL
No. Shares
Authorized
Dividends
Paid
No. Shares
Outstanding
1000
DETAIL OF LONG-TERM DEBT
Interest
Rate
Year-end
Balance
Interest
Paid
Interest
AccruedDescription
Frontier Property Group 109304.6781 .
Frontier Property Group (1999 Ford Pickup)6661.47 668.
DEQ State Revolving Loan Fund 25%264448.41 4458.
Rev 3/02 Page 9
Name:Falls Water Company, Inc.
SYSTEM ENGINEERING DATA
For Year Ended December 31 , 2005
Provide an updated system map if significant changes have been made to the system during the year.
Water Supply:
Rated
Capacity
Type of
Treatment:
(None, Chlorine
Fluoride
Annual
Production
Water
Supply
Source
(Well, Spring,
Pump DesiQnation or location (qpm)Filter etc.(OOO's Gal.)Surface Wtr)
Well #1 750 SAND SEP 113 691 WELL
Well #2 400 100 812 WELL
Well #3 200 584 WELL
Well #4 1500 SAND SEP 106 665 WELL
Well #5 750 SAND SEP 422 390 WELL
Well #6 (Pump 6)600 SAND SEP 101 WELL
Pump #7 (In Well #6)600 143 WELL
Well #8 1500 205 WELL
System Storage:
Total
Capacity
OOO'
Usable
Capacity
OOO'
Type ofReservoir Construction
(Elevated, Pres- (Wood, Steel
Storage Designation or Location Gal.Gal.urized, Boosted'Concrete)
Well 2/4 Pressurized Steel
(Duplicate form and attach if necessary. Asterisk facilities added this year.
Rev 3/02 Page 10
Name:Falls Water Company, Inc.
SYSTEM ENGINEERING DATA
(continued)
For Year Ended December 31 , 2005
Pump information for ALL system pumps, including wells and boosters.
Designation or Location Horse
Rated
Capacity
Discharge
Pressure
Energy
Used
& Type of Pump Power (Qpm)(psi)This Year
Well #2, Turbine Pump #2 400
Well #4 , Turbine Pump #4 150 1500
Well #6, Submersible Pump #6 600
Pump #7, Submersible Pump #7 600
SUBTOTAL OF ABOVE The Above are all on one Power Meter Totaling 471 840
Well #1 , VFD Turbine Pump #1 750 221 764
Well #3, Submersible Pump #3 200 189
Well #5, Turbine Pump #5 750 563 635
Well #8, Turbine Pump #8 150 1500 680
** Submit pump curves unless previously provided or unavailable. Asterisk facilities added this year.
Attach additional sheets if inadequate space is available on this page.
If Wells are metered:
What was the total amount pumped this year?
What was the total amount pumped during peak month?
What was the total amount pumped on the peak day?
928 591 145
161 221 697
No Record
If customers are metered, what was the total amount sold in peak month?117 594 000
Was your system designed to supply fire flows?
If Yes: What is current system rating?
Yes
How many times were meters read this year?
During which months?April, May, June, July, August, September, October for Residential.
Commercial and Multi-family Residential are read year round.
How many additional customers could be served with no system improvements
except a service line and meter?
How many of those potential additions are vacant lots?
100
100
10 Are backbone plant additions anticipated during the coming year?
If Yes, attach an explanation of projects and anticipated costs!
Yes
In what year do you anticipate that the system capacity (supply, storage or distribution)
will have to be expanded?2006
Rev 3/02 Page 11
Name:Falls Water Company, Inc.
SYSTEM ENGINEERING DATA
(continued)
For Year Ended December 31 , 2005
FEET OF MAINS
Pipe
Size
In Use
Beginning
Of Year
Installed
During
Year
Abandoned
During
Year
In Use
End of
Year
532.532.
262.262.
112 195.842.125 038.
598.539.138.
10"18,459.610.849.
12"543.527.070.
CUSTOMER STATISTICS
Number of Customers Thousands of Gallons Sold
TOTALS (Add lines 2 through 8)
This Last This Last
Year Year Year Year
259 852 474 385 425 907
017 24,484
573 577 N/A N/A
259 224 N/A N/A
133 688 498,402 450 391
Metered:
Residential
Commercial
Industrial
Flat Rate:
Residential
Commercial
Industrial
Private Fire Protection
Public Fire Protection
Street Sprinkling
Municipal, Other
Other Water Utilities
Rev 3/02 Page 12
CERTIFICATE
State of Idaho
) ss
Countvof Bonneville
, the undersigned Paul Johnson , Owner, and K.Scott Bruce , Manager, of the
of the Falls Water Company, Inc. utility, on our oath do severally say that the foregoing report has
been prepared under our direction, from the original books, papers and records of said utility; that
we have carefully examined same, and declare the same to be a correct statement of the business
and affairs of said utility for the period covered by the report in respect to each and every matter and
thing therin set forth , to the best of our knowledge, information and belief.
C::':'
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Chief Officer)
Subscribed and Sworn to Before Me
this Itfh day Of~\ 1Jj).J)l/J1~~~NOTARY PUBLIC - U
My Commission Expires j ULr;g 1- I ?-OU--
Rev 3/02 Page 1
K~~(Officer in Charge of Accounts)
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Attachments for response to page 1 question 13:
During 2005, Falls Water Company, Inc.s service area added the following new
subdivisions and divisions to existing subdivisions:
1. Ammon - Lincoln Industrial Park Division 2 was added (Legal description is
attached to this form).
2. Calico Sky Subdivision Division 2 was added (Legal description is attached to
this form).
3. Centennial Ranch Subdivision Division 15 was added (Legal description is
attached to this form).
4. Cornerstone Subdivision Divisions 2 and 3 were added (Legal description is
attached to this form).
5. Liberty Park Subdivision was added (Legal description is attached to this form).
6. Red Rock Estates Divisions 1 and 2 were added (Legal description is attached to
this form).
7. Old Mill Subdivision Division 1 was added (Legal description is attached to this
form).
8. Warm Springs Meadows subdivision Division 4 was added (Legal description is
attached to this form).
9. Summit Park Subdivision Divisions 7 and 8 were added (Legal description is
attached to this form).
Attachments for response to page 2 questions 20 and 23:
Question 20:
In 2006, Falls Water Company, Inc. will submit an application to the Idaho Public
Utilities Commission to incur debt in the amount of $1 200 000.00 to construct a new
well on a parcel of ground on the northwest comer of the intersection of North Ammon
Road and Deloy Drive in Bonneville County, Idaho. The total project cost will be
550 000.00 of which Falls Water Company will provide $350 000.00 from
Contributions in Aid of Construction for the project. The cost of the project includes the
purchase of 1 500 acre feet of groundwater right for $750 000.00. The expected
completion date of the project will be mid-May 2007. See attached cost estimate sheet
for Well #9 proj ect.
Question 23:
Copy of summary of rules is found in The Falls Water Spout (see attached copy).
Attachments for response to page 11 question 10:
The planned improvement for 2006-2007 is dependent upon our ability to obtain a water
right that would enable us to drill Well #9 (on the north end of our water system). The
estimated cost for the new well is $800 000.00. In the attached pages are sections 7 and 8
from the draft of the study of Falls Water Company, Inc.' s water system, these sections
contain the proposed projects and estimated cost for the projects. The draft has been
reviewed by the Department of Environmental Quality and is awaiting final revision and
approval by July 2006 as the study of the other water systems involved in this project are
completed.
Sections 7 and 8 are the proposed upgrades to Falls Water s system to ensure the long-
term viability ofthe system. The projects listed in these sections were ranked based on
priorities as understood at the time the draft was written. Project #1 was installed in
November and December 2004. Final work on project was completed in January 2005.
The well projects do not need to be completed with the storage tanks in the same project.
The storage tanks and disinfection systems can be phased in when they become necessary
Falls Water Company, Inc
1770 Sabin Or
Idaho Falls, 10 83406
()uali !Y~OnTa
Phone: [phone]Fax: [phone]
Web site: www.faliswater.com
Mountain River Engineering
1020 Lincoln Road
Idaho Falls, 10 83401
June10, 2004
Water Service for Ammon - Lincoln Industrial Park Division 2
This confirms that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility service to
the proposed development, Ammon-Lincoln Industrial Park Division No., beginning at a point that is N.00000'19"E. along theSection line 829.00 feet and N.89O52'18"W. 48.00 feet ITom the Southeast Comer of Section 10, Township 2 North, Range 38 East ofthe Boise Meridian, said point being the Northeast comer of Ammon-Lincoln Industrial Park, Bonneville County, Idaho; running thence
89O52' 18"W. 448.22 feet to the Northwest comer of said Ammon-Lincoln Industrial Park; thence N.0000T42"E. 0.42 feet; thence
89O52' 18"W. 456.25 feet to the Southeasterly boundary line of Henderson Subdivision, Division No. I, Bonneville County, Idaho;
thence N.31 008'37"E. 312.92 feet to the Northeasterly comer of Lot 2, Block 3 said Henderson Subdivision; thence S.89O52' 18"86.0 I feet; thence N.OooOT 42"E. 161.82 feet; thence S.89O52' 18"E. 656.29 feet; thence S.OooOO' 19"W. 430.42 feet to the POINT OFBEGINNING. Containing 7.51 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water
standards both within the development and connecting to the existing Falls Water system.
2. Approval by the Idaho Public Utilities Commission (IPUC).
3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee
in accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and
Welfare, Division of Environmental Quality, Falls Water s designated professional engineer (Schiess
and Associates Consulting Engineers), and by Falls Water s own internal staff.
6. Developer shall provide "as built" drawings on paper and computer disks in a format readable by Falls
Water as the development progresses.
7. This will serve letter is valid for one year from the date of this letter.
8. In accordance with any other lawfully necessary provisions as agreed between developer and Falls
Water.
FALLS WATER COMPANY, INC.
~c;(7iht~
K. Scott Bruce
Manager
FALLS WATER
COMPANYiiA,;" ",'",JfC:""
,.,.
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.:[phone]
Fax: [phone]
Benton Engineering
550 Linden Dr
Idaho Falls, ill 83401
February 16 2005
Water Service for Calico Sky Subdivision Division No.
This confirms that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility service
to the proposed development, Calico Sky Subdivision Division No.2. Beginning at a point that is NOoo OO'19"E 675.69 feetalong the section line, N43O42'44"E 189.61 feet, N28O36'01"E 75.52 feet and NI7O35'16"E 360.67 feet from the West 1/4comer of Section 11, Township 2 North, Range 38 East of the Boise Meridian, said point also being the Northwest Comer of
Calico Sky Division No. 1, Bonneville County, Idaho as shown on the recorded plat thereof, and running thence NI7O 35'16"90.22 feet; thence N20o23'18"E 222.57 feet; thence NOoo57'58"E 550.96 feet; thence N24O 37'47"E 366.01 feet; thenceN28O08'53"E 220.96 feet; thence NOoo 37'31 "E 32.99 feet to the North Section line of Said Section 11; thence S89O22'29"507.39 feet along the North Section line; thence SOooOO'19"W 1516.24 feet to the Northeast Comer of said Calico Sky Division
No.1; thence N89O 59'41 "W 295.00 feet along the North line extended of Lot 8, Block4 of said Division No. 1 to the NorthwestComer of Lot 5, Block 5 of Division No.1; thence NOoo OO'19"E 15.00 feet along the East line of Lot 4, Block 5 of saidDivision No.1 to the Northeast Comer of Lot 4; thence N89O 59'41 "W 253.44 feet to the Northwest Comer of Lot 2; thenceS17O35'16"W 31.07 feet along the West line of Lot 2 to the Northeast Comer of Lot 1 , Block 5; thence N72 0 24'44"W 128.50feet to the Northwest Comer of Lot 1; thence N20o 23'18"E 27.38 feet; thence N72O24'44"W 217.84 feet to the point of
beginning, containing 25.28 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUC).3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Divisionof Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to bedeveloped with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of payment
for this fee.9. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek anew will serve letter.
FALLS WATER COMPANY, INe.
c.07 .F-. ~.
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K. Scott Bruce
Manager
Falls Water Company, Inc
1770 Sabin Dr
Idaho Falls, ID 83406
()uali !Y~OnTa
Phone: [phone]Fax: [phone]
Web site: www.fallswater.com
February 6 2004
Benton Engineering
550 Linden Dr
Idaho Falls, 10 83401
Water Service for Centennial Ranch Division No. 15
This confirms that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water
utility service to the proposed development, Centennial Ranch Division No. 15, beginning at a point that is
N89O40'51"W 1335.65 feet and SOooO7'17"E 431.74 feet from the Northeast corner of Section 23, Township 2
North, Range 38 East of the Boise Meridian and running thence SOooO7'17"E 690.42 feet along the West lines or
Centennial Ranch Division No.1 & 2 , City of Ammon, Bonneville County, Idaho to the Northeast corner of
Centennial Ranch Division No. 16; thence the following five (5) courses along the North line of said Centennial
Ranch Division No. 16: (1) S89O52'43"W 195.00 feet; (2) SOooO7'17"E 25.00 feet; (3) S89O52'43"W 656.00 feet
(4) NOooO7'17"W 10.00 feet (5) S89O52'43"W 480.37 feet to the Northwest corner of Centennial Ranch Division No.
16; thence NOoo19'59"W 1147.84 feet to the North line of Section 23; thence S89O40'51"E 1147.84 feet along said
Section line; thence SOoo06'11 "E 433.13 feet; thence N89O53'49"E 187.94 feet to the point of beginning,
containing 32.82 acres. This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accorcjance with Falls Water standards both
within the development and connecting to the existing Falls Water system.
2. Approval by the Idaho Public Utilities Commission (IPUC).3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare
Division of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates
Consulting Engineers), and by Falls Water s own internal staff.6. Developer shall provide "as built" drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.
7. This will serve letter is valid for one year from the date of this letter.8. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
FALLS WATER COMPANY, INC.
k~w
K. Scott Bruce
Manager
Oc--~
FALLS WATER
!""""'6:a~""mW'
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COM P ANY
1770 Sabin Dr, Idaho Falls , Idaho 83406-6747
Website: www.fallswater.com
Tel.:[phone]
Fax: [phone]
Benton Engineering
550 Linden Dr
Idaho Falls, ill 83401
September 20, 2005
Water Service for Cornerstone Subdivision Division No.
This confmns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility
service to the proposed development, Cornerstone Subdivision Division No.2. All oflots 4 and 5, block 4 and all oflots6 and 7, block 5 of Cornerstone Community, Division No., BOlUleville County, Idaho, and a portion of the SWI/4 of theNW1/4 of Section 14, Township 2 North, Range 38, East of the Boise Meridian, more particularly described as follows:Beginningatthesoutheastcomeroflot 1 , block 3 of said Division No. 1, said comer being NOoo02'56"W 508.58 feet along the sectionline and N89 0 57'04"E 641.13 feet along the north line of Lincoln Park Subdivision, Division No. 1, Bonneville COWlty. Idaho, ITom theWest 1/4 comer of said Section 14, and running thence along the boundaries of said Cornerstone Community, Division No.1 thefollowing 4 courses: (1) NOoo02'56"W 236.30 feet (2) N89O57'04"E 115.00 feet (3) SOoo02'56"E 17.00 feet; and (4)N89O57'04"E 60.00 feetto the Southeastcomeroflot4, block 4 of said Division No. 1; thence along the boundaries oflots 4 and 5, block 4of said Division No. 1 the following 4 courses: (1) Nooo 02'56"W 87.00 feet; (2)N44 002'56"E28.28 feet; (3)N89O57'04"E 134.33 feet; (4)Sooo02'56"E 107.00 feet to the southwest comer oflot 6, block 4 of said Division No. 1; thenceN89O57'O4"E212.21 feet along the southline of said Division No. 1 to a pointonacurve on the east line of Stevens Drive said curve having a radius of330.00 feet and a chord thatbears N04 039'O7'E 52.66 feet; thence along the east line of said Stevens Drive the following 2 courses; (1) to the left along said curve52.71 feet through a central angle of9 0 09'05"; (2) Nooo04'33"E 235.87 feet to the southwest comer oflot 8, block 5 of said DivisionNo.1; thence S89O55'27"E 102.50 feetto the southeast comer of said lot 8; thence SOoo04'33"W 312.96 feet along the east lineof said Division No.1 extended; thence S05O 18'13"W 225.37 feet to the northwest comer of lot 3 block 5 of Lincoln ParkSubdivision No.5; thence N87O 19'04"W 217.45 feet to a point on a curve on the west line of said Stevens Drive, said curve havinga radius of 330.00 feet and a chord that bears N06 0 55'28"E 80.13 feet; thence along said east line and to the right along said
curve 80.33 feet through a central angle of 13 056'48"; thence N87O 19'W 249.99 feet along the extended north line of theproperty described in instnunents No.937535 and 743318, to the extended east line ofYellowpine Drive; thence SOO 0 02'E 80.00 feetalong said extended east line to the aforementioned north line of Lincoln Park Subdivision; thence N87 0 19'O4"W 170.19 feet along said northline to the point of beginning, containing 4.09 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUC).
3. In accordance with IPUC approved Rates and TarifIfor Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Divisionof Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-
in-aid of construction of $1850.per acre to bedeveloped with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of paymentfor this fee.
9. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
FALLS WATER
mh--~~;::K",:1"".;"C;"i'.:g,B,""~i:l'&":,jJi;j
COM P ANY
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www .fallswater.com
Tel.:[phone]
Fax: [phone]
Benton En~neering
550 Linden Dr
Idaho Falls, ill 83401
August 23, 2005
Water Service for Cornerstone Subdivision Division No.
This COnflfll1S that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility service
to the proposed development, Cornerstone Subdivision Division No.3. Beginning at a point that is S87O lO'30"E 1814.99 feet
along the section line and SOoo04'33"W 2126.65 feet from the Northwest Corner of Section 14, Township 2 North, Range 38
East of the Boise Meridian, Bonneville County, Idaho, said point being the Northeast Corner of the First Amended Plat of
Lincoln Park Subdivision Division No. 5, and running thence S87O 19'04"E 246.96 feet; thence SOoo04'33"W 505.74 feet; thence
N87O3l'33"W 276.35 feet to the East boundary of Lincoln Park Subdivision Div. No.5; thence NO6O l7'O6"E 163.54 feet along
said East boundary; thence NO3 0 05'08"E 223.00 feet along said East boundary to the Southeast Corner of the First Amended Plat
of Lincoln Park Subdivision Division No. 5; thence NOoo04'33"E 120.13 feet along the East boundary ofsaidPlatto the point
of beginning, containing 2.974 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPDC).
3. In accordance with IPDC approved Rates and Tarifffor Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division
of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of payment
for this fee.
9. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a
new will serve letter.
FALLS WATER COMPANY, INC.
~if)
K. Scott Bruce
Manager
FALLS WATER
COMPANY
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.:[phone]
Fax: [phone]
Lloyd Cox
3686 S. Schwieder Ln
Idaho Falls, ill 83406
September 3 2004
Water Service for Liberty Park Subdivision
This confinns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water
utility service to the proposed development, Liberty Park Subdivision, beginning at a point that is N.88O 18'24"
1316.14 feet along the Section line and S.000 1O'47"W. 60.00 feet from the North 1/4 Comer of Section 16
Township 2 North, Range 38 East of the Boise Meridian; running thence S.00010'47"W. 1261.22 feet; thence
88O49'09"W. 1322.68 feet to the North-South Center Section line of said Section 16; thence N.00028'49"
along said North-South Center Section line 786.00 feet to the North line of the vacated portion of Applewood
Place, Bonneville County, Idaho, said point also being the Southwest comer of Lot 1 , Block 1 , said Applewood
Place; thence along said vacated North line the following six (6) courses: N.89O lO' OO"E. 85.30 feet; thence
81 051 '50"E. 192.09 feet; thence S.70000'00"E. 250.00 feet; thence N.20000'00"E. 298.96 feet; thence
89O10'00"E. 330.87 feet; thence N.00050'00"W. 265.60 feet to the South right-of-way line of Lincoln Road;
thence along said South right-of-way line the following three (3) courses: N.88O18'24"E. 167.27 feet; thence
89O02'07"E. 100.08 feet; thence N.89O lO'00"E. 112.92 feet to the POINT OF BEGINNING. Containing
29.63 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both
within the development and connecting to the existing Falls Water system.
2. Approval by the Idaho Public Utilities Commission (IPUC).
3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and
Welfare, Division of Environmental Quality, Falls Water s designated professional engineer (Schiess and
Associates Consulting Engineers), and by Falls Water s own internal staff.
6. Developer shall provide as-built drawings on paper and computer disks in a fonnat readable by Falls Water
as the development progresses.
7. This will serve letter is valid for one year ITom the date of this letter.
8. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year ITom the date this letter is written. If construction on the division of this
sub-development is not started within one year of the date of this letter the developer or his authorized agent will
need to seek a new will serve letter.
FALLS WATER COMPANY, INe.
I /c...-I"
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K. Scott Bruce
Manager
FALLS WATER
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COM P ANY
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.: [phone]
Fax: [phone]
Mountain River Engineering
1020 E Lincoln Road
Idaho Falls, ill 83401
February 16, 2005
Water Service for Red Rock Estates Division No.
This confirms that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water
utility service to the proposed development, Red Rock Estates Division No. 1. Beginning at a point that is
00o08'24"E. along the Section line 437.36 feet from the Southwest Comer of Section 2, Township 2 North
Range 38 East of the Boise Meridian; running thence N.00o08'24"E. along said Section line 1408.45 feet; thence
89O51 '36"E. 504.90 feet; thence S.77O55'43"E. 149.41 feet; thence S.06O0T 16"W. 134.49 feet; thence
08O42'31"W. 349.35 feet; thence S.07O 14'48"W. 224.48 feet; thence S.0IO51'25"W. 319.76 feet; thence
19O18'02"E. 248.65 feet; thence S.17O56'00"E. 99.37 feet; thence N.89O22'28"W. 190.19 feet; thence
80o01' 13"W. 163.11 feet; thence N.89O51 '36"W. 310.50 feet to the POINT OF BEGINNING. Containing
19.02 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (lPUC).
3. In accordance with lPUC approved Rates and Tarifffor Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division
of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.
7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of payment
for this fee.9. Developer will either purchase an valid existing groundwater right or pay Falls Water Company, Inc. for the
purchase of a groundwater right to supply the division with both in-house and irrigation of lawn and
landscaping. The amount needed for this division is 11.19 AF for domestic (in-house) use and 38.13 AF for
irrigation.
10. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a
new will serve letter.
FALLS WATER COMPANY, INC.
;(
31~fU?
K. Scott Bruce
Manager
FALLS WATER
if"","i:..n!t':"'l;\r,;;.
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COM P ANY
1770 Sabin Dr, Idaho Falls, Idaho 83406.6747
Website: www.faliswater.com
Tel.: [phone]
Fax: [phone]
Mountain River Engineering
1020 E Lincoln Road
Idaho Falls, ill 83401
June 30, 2005
Water Service for Red Rock Estates Division No.
This confinns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water
utility service to the proposed development, Red Rock Estates Division No.2. Beginning at a point that
00o08'24"E. along the Section line 1845.81 feet from the Southwest Comer of Section 2, Township 2 North
Range 38 East of the Boise Meridian, said point being the Northwest Boundary comer of Red Rock Estates, Division
No., Bonneville County, Idaho; running thence N.00o08'24"E along said Section line 776.21 feet to the West 1/4
Comer of said Section 2; thence S.87O35'38"E. along the East-West Center Section line 1031.11 feet; thence
21O46'15"W. 299.28 feet; thence S.20o46'I7"W. 89.16 feet; thence S.31O53'1O"W. 95.98 feet; thence
S.41O 19'57"W. 121.20 feet; thence S.34O 13'56"W. 100.44 feet; thence S.20o26'00"W. 141.95 feet; thence
06O0T 16"W. 15.63 feet to the Northeast Boundary comer of said Red Rock Estates, Division No.1; thence
77O55'43"W. along the North Boundary line of said Division No.1 a distance of 149.41 feet; thence
89O51 '36"W. along said North Boundary line 504.90 feet to the POINT OF BEGINNING. Containing 15.018
acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within the
development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUC).
3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division of
Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting Engineers), and
by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as the
development progresses.7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity taken
from existing customers by the addition of new customer from this development. The developer and Falls Water
Company must meet prior to construction and complete arrangements for timing and method of payment for this
fee.9. Developer will either purchase an valid existing groundwater right or pay Falls Water Company, Inc. for the
purchase of a groundwater right to supply the division with both in-house and irrigation of lawn and landscaping.
The amount needed for this division is 9.72 AF for domestic (in-house) use and 33.11 AF for irrigation.
lO. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a new
will serve letter.
FALLS WATER COMPANY, INC.
K. ~8/2~~
K. Scott Bruce
Manager
FALLS WATER
COMPANY
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.:[phone]
Fax: [phone]
Benton Engineering
550 Linden Dr
Idaho Falls, ID 83401
March 21 2005
Water Service for Old Mill Subdivision Division No.
This confinns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility service
to the proposed development, Old Mill Subdivision Division No.1. Beginning at a point that is S87O 11'03 "E 157.94 feet along
the Section line from the South 1/4 Comer of Section 11 , T. 2 N., R 38 E., and running thence NOOOO7'28"E 940.47 feet;
thence S89O56'43"E 115.45 feet to a point on a curve having a radius of726.81 feet and a chord that bears N19O56'52"W 54.
feet; thence to the left along said curve 54.20 feet through a central angle of4O 16'22"; thence N70o40'34"E 95.15 feet to a point
of curve having a radius of239.45 feet and a chord that bears N81 o44'46"E 91.95 feet; thence to the right along said curve 92.53
feetthrough a central angle of22O08'23"; thence S87O11'03"E403.31 feet; thence SOoo03'17"W 1049.69 feetto the South line of
Section 11; thence N87O11'03"W 682.43 feet along the South line of said section to the point of beginning, containing 16.
acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUC).3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division
of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.
7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of payment
for this fee.
9. The water service lines to each lot must be set five (5) foot off center of the lot center line and not run along the
property lines as shown in the plans submitted to Falls Water Company, Inc. for review.
10. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a
new will serve letter.
FALLS WATERC9MPANY, INC.
J'
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K. Scott Bruce
Manager
FALLS WATER
COMPANY
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i""'"i,,:,"C;:;,
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.:[phone]
Fax: [phone]
Benton Engineering
550 Linden Dr
Idaho Falls, ID 83401
February 16, 2005
Water Service for Summit Park Subdivision Division No.i;q
This confinns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility service
to the proposed development, Summit Park Subdivision Division No.7. Beginning at the North 1/4 of Section 10, Township 2
North , Range 38 East of the Boise Meridian, Bonneville County, Idaho and running thence S89O41'31 "E 66.47 feet along the
Section line; thence Soo 18'31"W 175.25 feet; thence S89O48'07"E 127.11 feet to the Southwest comer of the Grayson
Subdivision; thence S89O 41'31 "E 180.00 feet along said Grayson Subdivision South boundary line to the Northwest comer of
Summit Park Division No.5; thence along the West boundary of said Summit park Division No.5 and Division No., then
Division No.5 again respectively the following eleven (11) courses: (1) Soo 18'33"W 169.95 feet; (2) N89O41'27"W 29.01 feet;
(3) SooOO'19"W 985.01 feet; (4) S89O41'27"E 20.00 feet; (5) SooOO'19"W 120.00 feet; (6) N89O41'27"W 20.75 feet; (7)
SOoOO'19"W 550.01 feet; (8) S89O41'27"E 30.75 feet; (9) Soo OO'19"W 270.00 feet; (10) N89O41'27"W 14.33 feet; (11)
Soo 12'52"W 262.35 feet; thence N89O 32'47"W 269.65 feet; thence Noo03'18"E 591.67 feet; thence N89O41'27"W 90.00 feet to
the North-South centerline of said Section 10; thence NOo 03'18"E 1939.97 feet along said North-South centerline of Section 10
to the Point of Beginning, containing 18.09 acres.
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUe).
3. In accordance with IPUC approved Rates and Tariff for Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.
5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division
of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.
7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customer from this development. The developer and Falls
Water Company must meet prior to construction and complete arrangements for timing and method of payment
for this fee.
9. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a
new will serve letter.
FALLS WATER COMPANY, INe.
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!,?ll/I/
K. Scott Bruce
Manager
FALLS WATER
:';;;"
k,",IT='TI"8!'=l~"WA"""'j!jj
COM P ANY
1770 Sabin Dr, Idaho Falls, Idaho 83406-6747
Website: www.faliswater.com
Tel.:[phone]
Fax: [phone]
Benton Engineering
550 Linden Dr
Idaho Falls, ill 83401
July 15 2005
Water Service for Warm Springs Meadows Subdivision Division No.
This confmns that Falls Water Company, Inc. has the ability, capacity, and willingness to provide domestic water utility
service to the proposed development, Warm Springs Meadows Subdivision Division No.4. Beginning at a point that is
S89O39'15"E 1319.00 feet along the North section line, SOo021'26"E 2417.02 feet, N89O38'34"E 50.02 feet, S48O55'09"
327.46 feet and S89O37'32"E 258.35 feet from the Northwest Comer of Section 23, Township 2 North, Range 38 East of the
Boise Meridian, said point also being the Southwest Comer of Warm Spring Meadows Division No., Bonneville County,
as shown on the Recorded Plat thereof, and running thence the following eleven courses along the East line of said Division
No.3 1) NOoo16'18"W 171.06 feet 2) N89O43'42"E 30.62 feet to a point of curve having a radius of 293.84 feet and a chord
that bears S88O49'51"E 14.88 feet 3) to the right along said curve 14.88 feet through a central angle of2O54'07" 4)
N02O38'26"E 213.65 feet 5) N71 022'OO"E 90.46 feet 6) N44O48'57"E 277.14 feet 7) N35O49'35"W 56.83 feet 8)
NOoo 19'44"W 190.00 feet 9) S89O40'16"W 40.68 feet to a point of curve having a radius of 481.81 feet and a chord that
bears N88O 17'30"W 34.26 feet 10) to the right along said curve 34.26 feet through a central angle of 04'28" 11)
N03O54'27"E 134.15 feet; thence N89O40'16"E 310.00 feet; thence SOoo 19'44"E 79.56 feet; thence N89O53'45"E 130.
feet; thence SOoo 19'24"E 907.45 feet to the North line ofBriarwood Subdivision, Division No., City of Ammon,
Bonneville County, Idaho as shown on the recorded plat thereof; thence N89O37'32"W 681.92 feet along said North line to
the point of beginning, containing 11.35 acres
This is subject to the following conditions:
1. Installation and extension of the water system by the developer in accordance with Falls Water standards both within
the development and connecting to the existing Falls Water system.2. Approval by the Idaho Public Utilities Commission (IPUC).
3. In accordance with IPUC approved Rates and Tarifffor Falls Water Company, Inc.
4. Payment by developer or by subsequent builders, homeowners, or lot purchasers of the connection fee in
accordance with IPUC approved Rates and Tariffs.5. System design and installation approved, inspected and accepted by Idaho Department of Health and Welfare, Division
of Environmental Quality, Falls Water s designated professional engineer (Schiess and Associates Consulting
Engineers), and by Falls Water s own internal staff.6. Developer shall provide as-built drawings on paper and computer disks in a format readable by Falls Water as
the development progresses.7. This will serve letter is valid for one year from the date of this letter.8. Developer is to pay Falls Water Company a contribution-in-aid of construction of $1850.per acre to be
developed with this will serve. The fee is a share of the cost to build a new well site to replace supply capacity
taken from existing customers by the addition of new customers from this development. The developer and
Falls Water Company must meet prior to construction and complete arrangements for timing and method of
payment for this fee.
9. In accordance with any other lawfully necessary provisions as agreed between developer and Falls Water.
This will serve letter is valid for one year from the date this letter is written. If construction on the division of this sub-
development is not started within one year of the date of this letter the developer or his authorized agent will need to seek a
new will serve letter.
FALLS WATER COMPANY, me.K.~~
K. Scott Bruce
Manager
Exhibit B - Engineer Opinion of Probable Project Cost
Item No. Item
Construction Costs
Unit Quantitv Unit Cost Total Cost
New well, 20" dia. Casing, approximately 350 feet lump sum $223,050 $223 050
deep on future booster station and tank site
Building piping including flowmeter, valves, air lump sum $25,000 $25 000
relief, transducer, pressure guage, prelube line
future chlorination injection port & visible piping
Site piping including pipe, valves, fittings, pump to lump sum $15 000 $15 000
waste , hookup to existing system , etc.
Well building expandable for a booster pump square feet 720 $160 $115 200
station and chlorination.
300 Hp deep well pump, column, VFD & controls lump sum $55,000 $55 000
Emergency generator (sized to also operate future lump sum $135 000 $135 000
booster pumps), transfer switch & diesel tank
Fencing lineal foot 1050 $15 $15.750
Total estimated probable construction cost $584 000
Soft Costs
Water right purchase acre-ftl 15001 $500 $750 000
Property for booster station , tank & well I lump sum!$60 000 $60 000
Engineering, administration & financing (Q2 25% of construction $146 000
Contingency $10.000
Total Estimated Probable Project Cost I $1,550,000
Project Budaet
I DEQ loan 200 000
I Local Cash $350.000
Total estimated cost 550,000
FWC Out of Pocket Costs
IDWR drilling permit fees
Electrical costs that must be paid directly to Utah Power to get power to the site
Other utility costs that must be paid to get services to the site
Legal services associated with the project
Advertisement costs
Not Included in Schiess Contract
Extensive acquisition assistance for water rights or property
Extensive PUC coordination such as for trips to Boise and etc.
Future SCADA hookup starting from a termination panel
04192 Falls Water Company
Well No.9 and Well House Professional Services Contract
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FALLS WATER IMPROVEMENT PLAN ALTERNATIVES
Capital Improvement Projects and Costs
Included in this section is a complete list of identified capital improvement projects and
associated costs for the improvements identified on Figure 5-
7. Further explanation isprovided where necessary with each estimate of probable cost.
Priority Project No.1 is necessary to aid in alleviating substandard pressures occurring in
Caribou Meadows and in the southern reaches of Centennial Ranch. This project was
initiated in 2004 by applying for and receiving an SRF loan through DEQ. This
projectshould be completed by September 2004. The project will increase pressure in CaribouMeadows by providing a loop through connection to the line extending onto Lincoln
Road from North Springs, extending west along Lincoln Road past Crowley Road
connecting to the 10- inch line in Crimson Valley, crossing the railroad tracks and
connecting to the existing 12-inch dead end line west of the tracks. The future JohnAdams Parkway water line extension will provide a loop for the southern reaches of
Centennial Ranch by installing and connecting the two dead-end lines together on each
side of the railroad. It will connect 8-inch line on Cordell to 8-inch line on John AdamsParkway in Centennial Ranch. The costs of this project and scope are given on Table 7-
Table 7-1. Priority Project No.
02196 Falls Water/ Ammon! Ucon! Regional
Water Planning Study
Lincoln Road Waterline Extension
Item No.Item Unit Quantitv Unit Cost Total CostNew 12" water pipe lineal foot 2300 $30 $69 000New hydrants per each 500 $12 500New 12" tees, crosses, elbows per each 200 800New 12" valves per each 500 000Connection to existing system per each 000 000Railroad crossinQ lineal foot 100 $300 $30 000Traffic control lump sum 500 500Asphalt street repair lineal foot 700 $25 $17 500Estimated probable construction cost
$154 300
Future John Adams Parkway Waterline Extension
Item No. Item Unit Quantity Unit Cost Total CostNew 8" water pipe lineal foot 900 $15 $13 500New 8" tees, crosses, elbows per each $600 000New 8" valves per each $800 200Connection to existing system per each 000 000Railroad crossina lineal foot $150 $12 000Traffic control lump sum 000 000Asphalt street repair lineal foot 100 $25 500Estimated probable construction cost
$37 200
Total estimated probable construction cost $191,500Engineering, administration, legal, & financing (Q2 25% of construction $47 900Total Estimated Probable Project Cost
$239 400
August 2004
Schiess and Associates
Priority Project No.2 consists of installing a new well along Iona Road to serve Summit
Park and the planned subdivisions of Red Rock Estates and Calico Sky. These three
subdivisions combined have created a problem similar to that at Caribou Meadows and
North Springs. The water system is becoming so spread out on the
north end that WellNo.5 along with contributions from surrounding wells further south will not be able to
provide the necessary flow and pressure for these subdivisions as early as the summer of
2005.
In an effort to plan home construction in this area, we have run several water modelscenarios in this area. The data and conclusions of these water models are given in
Appendix B.l in the form of three letters dated May 3, June 25 , and July 19 2004. Theaddition ofthese planned subdivisions to the north end of the system have
necessitatedthat this new well move to Priority Project No.2 in order to maintain adequate service.The costs of this well and future storage tank and booster station are given in Table 7-
It is expected that development will fund in large measure the well and subdivision
distribution pipes and that a general rate increase would be used to fund the booster
station and tank. We recommend that the construction of the well be such that
overallmaster planning objectives of a booster station and storage tank can be done without any
reconstruction.
lona Road Well (Future Falls Water Well #10, Storage Tank & BoosterStation)
Item No.Item Unit Quantity Unit Cost T otaf CostNew well, 16" dia. Casing,lump sum $125 000 $125 000approximatelv 350 feet deep
Building piping & site piping lump sum $60 000 $60 000including flowmeter, valves
fittinQs, pump to waste, etc.
Water storage tank, assume lump sum $580 800 $580 800000000 qallons
Well/booster pump buildinQ square feet 1600 $100 $160 000Pumps & controls including 50 lump sum $60 000 $60 000hp well pump & (2) 60 hp
booster pumps wNFD'
Chlorination system lump sum $75 000 $75 000EmerQency generator lump sum $120 000 $120 000Fencinalineal foot 600 $15 000Total estimated probable construction cost
$1,189,800Engineering, administration legal & financing (Q2 25% of construction $297 500Total Estimated Probable Project Cost
487 300Table 7-2. Priority Project No.
Priority Project No.3 consists of constructing a new well in the northeast comer of
Cloverdale Estates. The cost breakdown of this project is given in Table 7-
3. There wasa future well site identified and set apart for this location since the origination of
Cloverdale Estates in the 1970s. This well site is owned by Falls Water
Company. Inkeeping with the plan, we estimate that the capacity of this well needs to be a minimum
of 1 000 gallons/minute. Ifmore is obtainable, the need to provide future Well #11 or
02196 Falls Water/ Ammon! Ucon! Regional 81 August 2004Water Planning Study
Schiess and Associates
future Well #12 could be delayed. In keeping with the plan to provide storage for
thewater system, we estimate that with a 1 000 gallon/minute well , there will beapproximately 2 000 gallon/minute booster pump capacity and need
, as a minimum, a500000-gallon storage tanle Construction of this well will provide the one and only wellsite on the east side of the railroad tracks.
Cloverdale Well (Falls Water Company Well #9
, Storage Tank &Booster Station)
Item No.Item Unit Quantity Unit Cost Total CostNew well, 16" dia. Casing,lump sum $125 000 $125 000aDDroximately 350 feet deep
Building piping & site piping lump sum $50 000 $50 000including flowmeter, valves
fittinas, Dump to waste, etc.500 000 gallon water storage lump sum $321 200 $321 200tank
Well/booster DumD buildina square feet 1120 $100 $112 000Pumps & controls including 50 lump sum $49 200 $49 200hp well pump & (2) 60 hp
booster pumps wNFD'
Chlorination system lump sum $50 000 $50 000Emeraency generator lump sum $100 000 $100 000Fencinalineal foot 500 $15 500Total estimated probable construction cost
$814 900Engineering, administration, legal, & financing (Q2 25% of construction $203 700Total Estimated Probable Project Cost
018 600Table 7-3. Priority Project No.
This project is long overdue and should be initiated immediately. The long term benefits
of this well will ensure that development on the east side of the railroad tracks will have
adequate pressure and flow. Specifically, Caribou Meadows and North Springs pressure
and flow will be restored to nonnal levels long tenn.
An emergency generator andchlorination system should also be included in the design plan as shown.
Priority Project No.4 consists of completely metering parts of the system that are
currently do not have meters installed (most of Falls brook) and replacement of all old
meters in the system that are manual read so that the entire water system is metered with
touch-read technology. Most of the cost for this project is to convert Fallsbrook
ITomunmetered to metered. There will be yard repair, some concrete flatwork repair, andperhaps some asphalt street repair associated with the conversion. A few touch readmeters have already been installed, but are not allowed to be read by the ruc. Theconstruction of the meters already installed, but not read, were taken into account onTable 7-
02196 Falls Water/ Ammon/ Dcon! RegionalWater Planning Study August 2004
Schiess and Associates
Water Meters for Fallsbrook and other Unmetered Services, and ReplaceMany Old Meters with New
Item No.Item Unit Quantity Unit Cost Total CostMeter unmetered services each 125 000 $125 000(those with curb stops only) with
3!4" water meters with touch
read technology placed in new
plastic box including concrete &
landscape repairs
Install meters in existing boxes each 450 $250 $112 500in Fallsbrook with 3/4" touch read
meters, touch read lids and
insulation
Upgrade two thirds of manual each 540 $250 $135 068read meters with 3/4" touch read
meters, touch read lids and
insulation
Upgrade one third of manual each 271 000 $270 540read meters with touch read
meters using 3!4" meters
including a new box assembly
Total estimated probable construction cost
$643 108Total rounded to the nearest hundred
$643 100Engineering, administration, legal, & financing (Q2 25% of construction $160,800Total Estimated Probable Project Cost
$803 900Table 7-4. Priority Project No.
Priority Project No.5 consists of installing several new waterlines including a new water
line down 1 sl Street, a new waterline on Monte Vista, and new waterlines on Greenwillowand Crimson Drive in Cloverdale Estates to bring continuity to the water system by
eliminating several dead ends and providing large waterlines to move water from location
to location as needed. The 1 sl Street waterline project has been needed for some time andwill also serve to improve pressure in the southern reaches of Centennial Ranch. Without
the 1 sl Street line, all of the homes currently planned for Centennial Ranch between the
existing constructed area and the railroad will likely have substandard water pressure as
the area approaches build-out. This area has been annexed by Ammon
and should reachbuild-out in the next several years. This line will also assure that adequate water pressurewill be available when Wann Springs is fully developed. This line will
also be necessaryto transport water along 1 st Street to additional development east of Crowley Road. Thisline will be necessary to distribute water away from the Central Well House to the
southern part of the system upon the completion of Priority Project No.
6. This line isbadly needed and, in our opinion, should have been installed as development in the area
occurred.
In order to fully utilize the pumping capacity that will be provided with a new central
wellhouse tank and booster station project identified in Priority Project No.
, theGreenwillow Lane and Crimson Drive water line upsize project, Monte Vista Avenuewater line upsize project, and 1 sl Street waterline project will allow upwards of 5 600
02196 Falls Water! Ammon! Uconl Regional 83 August 2004Water Planning Study
Schiess and Associates
gallons/minute to be distributed away from the central wellhouse to outlying areas in the
east and south of the system. The cost breakdown for these waterlines is
given in Table5. With the Monte Vista A venue water line feeding the southern part of the watersystem and the Green Willow Lane project increasing transportability under the tracks
from the central part of the water system to the east side toward Crimson Valley and
Caribou Meadows, large amounts of water will be able to be transported away from the
Central Wellhouse without high pressure losses. This water line project (Priority Project
No.5) should be completed with Priority Project No.6. In addition, many meterimprovements need to be made along these streets. The costs for these are included in
Priority Project No.
Greenwillow Lane and Crimson Drive Waterline Upsize
Item No.Item Unit Quantity Unit Cost Total CostNew 12" water pipe lineal foot 1000 $30 $30 000New 10" water pipe lineal foot 1800 $28 $50 400New hydrants per each 500 $12 500New 12" & 1 0" tees, crosses per each 500 500and elbows
New 12", 10" and 8" valves per each 400 400Traffic control lump sum 000 000Asphalt street repair lineal foot 2800 $28 $78,400Estimated Probable Construction Cost $187 200
Monte Vista Ave. Waterline Upsize
Item No.Item Unit Quantity Unit Cost Total CostNew 12" water pipe lineal foot 1830 $30 $54 900New 12" tees, crosses, elbows per each 200 600New 8" valves per each 500 500Traffic control lump sum 000 000Asphalt street repair lineal foot 1830 $25 $45 750Estimated Probable Construction Cost $107 750
First Street Waterline Connector
Item No.Item Unit Quantity Unit Cost Total CostNew 10" water pipe lineal foot 4930 $28 $138 040New 6" water pipe lineal foot 270 $23 210New hydrants per each 500 $17 500New tees, crosses, elbows per each 000 $15 000New valves per each 200 $25 200Connection to existing system per each 000 $24 000Railroad crossino lineal foot $250 $20 000Traffic control lump sum $10 000 $10 000Asphalt street repair lineal foot 1200 $25 $30 000Estimated probable construction cost $285 950
Total estimated probable construction cost $580 900Engineering, administration , legal, & financing (Q2 25% of construction $145,200Total Estimated Probable Project Cost
r $726 100Table 7-5. Priority Project No.
02196 Falls Water/ Ammon! Ucon! Regional
Water Planning Study August 2004
Schiess and Associates
Priority Project No.6 consists of demolishing all current structures on the central well
site with the exception of the wells themselves and construction of a new central
wellhouse tank and booster station that will consist of a room for control of all well
pumps, controls and space for a complete booster pumping station
, and a 1.5 milliongallon water storage tank. The costs and detailed work scope is shown
in Table 7-
Central Well House Storage Tank & Booster Station
Item No. Item
Unit Quantity Unit Cost Total CostDemolition of existing building &lump sum $20 000 $20 000Ipumps
Building piping & site piping lump sum $150 000 $150 000including flowmeters, valves
fittings, pump to wastes
connections to distribution
system, etc.
Water storage tank, 1 500 000 lump sum $786 000 $786 000gallons
New submersible well pumps lump sum $83 000 $83 00020 hp, 50 hp, 60 hp, drop pipe
and pitless units
New booster pumps ((4) 100 hp)lump sum $100 000 $100 000with VFD', including manifold
and cans
Chlorination system lump sum $175 000 $175 000New well and booster pump square feet 2400 $100 $240 000building
Emergency generator, transfer lump sum $150 000 $150 000switches & diesel tank to
operate all pumps
Purchase two lots south of lump sum $30 000 $30 000central well house site for the
storage tank
Fencing lineal foot 800 $15 $12 000Total estimated probable construction cost
746,000Engineering, administration, legal, & financing (Q2 25% of construction $436 500Total Estimated Probable Project Cost
1$2 182,500Table 7-6. Priority Project No.
This wellhouse is centrally located within the water system and has substantial well
capacity. As the water system grows, this central well house will be under utilizedwithout the addition of booster pumps and storage. We estimate that a booster
pumpingrate at peak flow of 5600 gallons/minute is possible. When this project is completed
, thiswellhouse will provide the needs of the entire water system during the wintertime in the
short term. The project also includes a 750-kW emergency generator, diesel driven tooperate all pumps.
This central wellhouse, the largest pumping system in the system should be developed
with the long term in mind. Due to the lowering groundwater trend in the area and
the
02196 Falls Water/ Ammon! Dcan! Regional 85 August 2004Water Planning Study
Schiess and Associates
fact that the wells on this site are rather shallow, and the age of the wells; we recommendthat the wells all be converted to be used with submersible pumps and motors so that each
well is accessible in the future for rehabilitation and/or deepening as required.
Priority Project No.7 consists of general improvements that will be required to meet
electrical codes in the wellhouses not scheduled for improvement a permanent office and
maintenance building for Falls Water Company and improvements to the existing
SCADA and telemetry system. The current telemetry system monitors pump operations
and pressure only. This project will allow monitoring of all systems as noted in Table 7-7. Improvements and costs for this project are outlined.
General Water System Improvements
Item No.Item Unit Quantity Unit Cost Total CostGeneral improvements to lump sum $23 000 $23 000wellhouse #1 including electrical
removal of automatic waste
capability, and addition of a VFD
New water maintenance shop at square feet 800 $90 $162 000Wellhouse No.1 site
Convert manufactured home at lump sum $50 000 $50 000Wellhouse #1 site to be the
permanent Falls Water
ComQanj' office
General electrical improvements lump sum 000 000to wellhouse #3
General improvements in lump sum $21 200 $21 200wellhouse #8 including
automatic opening louvers
electrical modifications, addition
of a VFD, floor drain, and
abandonment of water waste
line.
Upgrade SCADA and telemetry lump sum $100 000 $100 000system to monitor generator
operations, flow, door entry,
system pressures, tank levels
and pump operations at each
well house. Estimate includes
home base at new office at
Wellhouse #1 , remote stations
at all current locations (5), and
(4) new locations
Total estimated probable construction cost
$358 200Engineering, administration , legal, & financing (Q2 25% of construction $89 600Total Estimated Probable Project Cost
$447 800Table 7-7. Priority Project No.
02196 Falls Water/ Ammon/ Dcon/ Regional
Water Planning Study August 2004
Schiess and Associates
Falls Water Company should establish a central office and maintenance shop to provide
for the long term needs and stability of the water system at the Well No. I site. Locatedthere currently is a manufactured home that could easily be converted to an office without
incurring high costs. There is adequate space, also, to construct a maintenance shop thatcould be used for storage of water equipment such as pipe, pipe fittings, valves, metersmeter boxes, and meter bench test equipment. These items are all included in generalwater system improvements and should be initiated with other major improvements to the
system, especially the moving of the SCADA computer required as part of Priority
Project No.6. Priority Projects 4, 5, 6, and 7 should all be completed simultaneously andwould give a strong, organized and long-term central core to the water system.
Priority Project No.8 will allow additional transport of water from new Well # lOwest
along lona Road. The costs for this project are given in Table 7-
lona Road Waterline Connector
Item No.Item Unit Quantity Unit Cost Total CostNew 12" water pipe lineal foot 4700 $30 $141 000New 8" water pipe lineal foot 920 $25 $23 000New hydrants per each 500 $25 000New 12" tees, crosses, elbows per each 200 200New valves per each $1,400 800Connection to existing system per each 000 000Traffic control lump sum $10 000 $10 000Asphalt street repair lineal foot 1800 $25 $45 000Total estimated probable construction cost $269 000Total rounded to the nearest hundred $269 000Engineering, administration, legal, & financing (Q2 25% of construction $67 300Total Estimated Probable Project Cost
I $336 300Table 7-8. Priority Project No.
This project will be necessary to connect Calico Sky and Red Rock Estates to Summit
Park. Most of this project is expected to be funded and installed by developers. There is
no way at this time to determine how much and by whom this project and Priority Project
No.2 will provide complete redundancy of water supply and conveyance to said
subdivisions.
Priority Project No.9 will construct a booster station, storage tank and upgrade thegenerator at Well No.5. The system currently only has a single emergency generatorlocated at Well No.5. This is simply inadequate. Ultimately, emergency generationequipment should be provided system wide to meet at least summertime average daily
flows. Contained within these priority projects is a generator at the central wellhouse, agenerator on the east side of the tracks at future Well No., generator improvements tobe made at Well No.5 and a generator to be included in the future lona Road well on the
north side of the railroad tracks (Priority Project No. 2). These planned generators willdeliver water during power outages and meet summertime average daily flows.
02196 Falls Water/ Ammon! Dcon/ Regional
Water Planning Study August 2004
Schiess and Associates
Booster Pump Station and Storage Tank at Well #5
Item No. Item Unit Quantity Unit Cost Total CostPump & motor control lump sum 000 000adjustments on existing turbine
pump to pump into a tank
Building piping & site piping lump sum $50 000 $50 000including flowmeter, valves
fittings, pump to waste, etc.
500 000 gallon water storage lump sum $321 200 $321 200tank
Expand well building to provide square feet 500 $100 $50 000room for new booster pumps
Electrical improvements to lump sum $5,400 $5,400comply with codes
Chlorination system lump sum $40 000 $40 000Booster pumps & controls ((2)lump sum $25 000 $25 00060 hp) wNFD'
Replace emergency generator lump sum $80 000 $80 000with a 300 KW generator
equipped with an auto transfer
switch & new fuel tank
Fencing lineal foot 500 $15 500Total estimated probable construction cost
$587 100Engineering, administration, legal, & financing ~ 25% of construction $146,800Total Estimated Probable Project Cost $733,900Table 7-9. Priority Project No.
Priority Project No.1 0 consists of replacing all pipes in Fallsbrook that are upwards of 40
to 55 years old. This pipe is on the west side of Fallsbrook and on Monte Vista. This
pipe, as described earlier in the report, should be replaced due to the pressure of known
lead laden service connections and age. Most waterline leaks repaired by Falls Watermaintenance staff occur here. The meter work to be done in this area is shown as part ofPriority Project No.4. The water line work needed on Monte Vista is part of Priority
Project No.5. The project breakdown and costs for this project are shown on Table 7-
10.
02196 Falls Water/ Ammon! Ucon/ Regional
Water Planning Study August 2004
Schiess and Associates
Replace 50 Year Old Pipes on West Side of Fallsbrook
Item No. Item Unit Quantity Unit Cost Total CostNew 8" water pipe lineal foot 2940 $25 $73 500New 6" water pipe lineal foot 5200 $23 $119 600New hYdrants per each 500 $17 500New tees, crosses, elbows per each 000 $15 000New valves per each 200 $25 200Connection to existing system per each 000 $24 000Replace service lines to property lineal foot 6000 $16 $96 000line/future meter box
Traffic control lump sum $10 000 $10 000Concrete flatwork square yard 200 $35 000Asphalt street repair lineal foot 1200 $25 $30 000Total estimated probable construction cost
$417 800Total rounded to the nearest hundred
$417 800Engineering, administration , legal, & financing (Q2 25% of construction $104 500Total Estimated Probable Project Cost
I $522 300Table 7-10. Priority Project No. 10
It is fortunate that part of the old pipe in the system is on Monte Vista
, which wasselected to be upsized as part of the plan to convert the Central Wellhouse to a central
booster pump station and storage tame It is also fortunate that Greenwillow and CrimsonDrive in Cloverdale are the oldest lines in Cloverdale. These lines have also been
identified for upsizing as part of Priority Project No.
Priority Project No. 11 consists of extending a line from the north end of the cornerstone
community south to connect to the existing lO-inch line in Ammon Road that terminatesin the area of Lawndale to the west and Fallsbrook to the east and construction of a 12-
inch line from Well No.5 underneath the railroad going north to the east entrance into
Summit Park. The scope and costs for this project are given on Table 7-11.
Ammon Road Waterline Connectors
Item No.Item Unit Quantity Unit Cost Total CostNew 12" water pipe lineal foot 1430 $30 $42 900New 10" water pipe lineal foot 2410 $28 $67 480New 6" water pipe lineal foot 230 $23 290New hydrants per each 500 $20 000New tees, crosses, elbows per each 200 600New valves per each 300 $11 700Connection to existing system per each 000 $14 000Traffic control lump sum $10 000 $10 000Asphalt street repair lineal foot 1500 $25 $37 500Total estimated probable construction cost
$175,570Total rounded to the nearest hundred
$175 600Engineering, administration, legal, & financing (Q2 25% of construction $43 900Total Estimated Probable Project Cost
I $219 500Table 7-11. Priority Project No. 11
02196 Falls Water/ Ammon! Dcon/ Regional
Water Planning Study August 2004
Schiess and Associates
The latter water line should be constructed as soon as possible to provide a redundant
means of conveyance into Summit Park. Otherwise
, Summit Park remains at risk if thesingle conveyance line is ever broken and shut down for repairs. The 10-
inch linebetween Cornerstone and Lawndale should be installed to eliminate multiple dead ends
provide looping in the area and provide a large conveyance line to transport water back
and forth from the wells in the system in the north or the wells in the system to the south
in the event that wells typically used to maintain pressure go out of service for
maintenance.
Priority Project No. 12 consists of a connector line along Crowley Road that would
connect future Well No.9 to the areas predominantly served by future Well No.
11 andthe central wellhouse and provide a means of conveyance from well to well in the event
that one well was down for service and the other relied upon for supply. The scope and
cost of this project is shown on Table 7-12.
Crowley Road Waterline Connector
Item No.Item Unit Quantity Unit Cost Total CostNew 12" water pipe lineal foot 4325 $30 $129 750New hydrants per each 500 $20 000New 12" tees, crosses, elbows per each 200 000New valves per each 400 $12 600Connection to existing system per each 000 $10 000Traffic control lump sum $10 000 $10 000Asphalt street repair lineal foot 1000 $25 $25 000Total estimated probable construction cost
$213 350Total rounded to the nearest hundred
$213 400Engineering, administration, legal, & financing (W 25% of construction $53 300Total Estimated Probable Project Cost
$266,700Table 7-12. Priority Project No.
Priority Projects No s 13 and 14 are for new wells, one in the southeast corner of thesystem and one on Lincoln Road centrally located in the system to meet demand required
by projected future development nearby. The locations were selected based on where
development is projected to occur.
We expect that the construction of these wells will be developer driven and paid for. It is
the intention of Falls Water to obtain cash contributions from the developer
, then manageconstruction of the wells themselves in order to assure the well construction meets all
master planning criteria.
02196 Falls Water/ Ammon! Ucon/ Regional
Water Planning Study August 2004
Schiess and Associates
Crowley/Centennial Ranch Well (Future Falls Water Well #11, Storage
Tank & Booster Station)
Item No.Item Unit Quantity Unit Cost Total CostNew well, 16" dia. Casing,lump sum $125 000 $125 000approximately 350 feet deep
Building piping & site piping lump sum $50 000 $50 000including flowmeter, valves
fittings, pump to waste, etc.
Water storage tank, assume lump sum $321 200 $321 200500000 gallons
Well/booster pump building square feet 1120 $100 $112 000Pumps & controls including 50 lump sum $49 200 $49 200hp well pump & (2) 60 hp
booster pumps wNFD'
Chlorination system lump sum $50 000 $50 000Fencinglineal foot 500 $15 500Total estimated probable construction cost $714 900Engineering, administration , legal, & financing (Q2 25% of construction $178 700Total Estimated Prob~ble Project Cost $893 600Table 7-13. Priority Project No.
Lincoln Road Well Near Fall Creek (Future Falls Water Well #12,Storage Tank & Booster Station)
Item No.Item Unit Quantity Unit Cost Total CostNew well, 16" dia. Casing,lump sum $125 000 $125 000approximately 350 feet deep
Building piping & site piping lump sum $50 000 $50 000including fJowmeter, valves
fittinQs, pump to waste, etc.
Water storage tank, assume lump sum $321 200 $321 200500000 gallons
Well/booster pump building square feet 1120 $100 $112 000Pumps & controls including 50 lump sum $49 200 $49 200hp well pump & (2) 60 hp
booster pumps wNFD'
Chlorination system lump sum $50 000 $50 000Fencinglineal foot 500 $15 500Total estimated probable construction cost $714 900Engineering, administration, legal, & financing (Q2 25% of construction $178,700Total Estimated Probable Project Cost $893,600Table 7-14. Priority Project No. 14
The projects required due to additional and future development are Projects 2 and 12
through 14. Those necessary in the near future consist of Projects No.1 through 11.Priority Project No.1 will be completed in 2004. Priority Projects No.2 through 11amount to a total of $8,478 200. Future Projects No. 12 through 14 amount to a total of053900. Included in the project amounts are expected engineering, administration
legal, and financing costs. The costs for new water rights are not included. A summary
02196 Falls Water/ Ammon! Dcan! Regional 91 August 2004Water Planning Study Schiess and Associates
of all projects are provided on Table 7-15. The total estimated cost of all identifiedprojects is $10 809 000.
Priority
Project
EstimatedNo.Project Name CostLincoln Road Waterline Extension $239,400Future John Adams Parkway Waterline Extension
lona Road Well (Future Falls Water Well #10, Storage Tank $1,487 300& Booster Station)
Cfoverdale Well (Falls Water Company Well #9, Storage 018 600Tank & Booster Station)
Water Meters for Fallsbrook and other Unmetered Services $803 900and Replace Manv Old Meters with New
Greenwillow Lane and Crimson Drive Waterline Upsize $726 100Monte Vista Ave. Waterline Upsize
First Street Waterline Connector
Central Well House Storace Tank & Booster Station 182 500General Water Svstem Imorovements $447 800lona Road Waterline Connector
$336 300Booster Pumo Station and Storace Tank at Well #5 $733 900Replace 50 Year Old Pipes on West Side of Fallsbrook $522 300Ammon Road Waterline Connectors $219 500Crowlev Road Waterline Connector $266 700Crowley/Centennial Ranch Well (Future Falls Water Well $893 600#11 , Storace Tank & Booster Station)
Lincoln Road Well Near Fall Creek (Future Falls Water Well $893 600#12, Storace Tank & Booster Station)
Total Cost of All Caoitallmorovement Projects
$10 771 500Table 7-16. Capital Improvement Projects Summary
This section of this report identified 14 projects necessary for Falls Water to serve a
population of over 17 000 identified as necessary now and to provide adequate supply
and distribution capability for the current population. As indicated the first 11 projectsare required to bring the system to a sustainable service level to meet current needs and to
be on par with their neighbors of equivalent size. Projects 12 - 14 will be required asdevelopment continues to enlarge the service area. Implementation of the
first 11projects will ensure that Falls Water Company meets current demands
, has adequatestorage and adequate back-up generating power to meet current pressure and flow
requirements throughout the system. We recommend that Falls Water
pursue theseprojects immediately.
Operation and Maintenance Costs
Implementation of the capital improvement projects proposed and required immediately
to increase the level of service and reliability and redundancy of the system should have
little effect on operations and maintenance. It is expected that fully metering Fallsbrookwill save the Company thousands of dollars of pumping costs each year. Additional
labor savings will be generated by having a fully metered system with touch-read
technology. Upon completion of Priority Projects 6 and 9, the practice of wasting water
02196 Falls Water/ Ammon! Ucon! Regional 92 August 2004Water Planning Study
Schiess and Associates
at the Central Wellhouse, Well #5, Well #1 and Well #8 will be discontinued and save on
O&M between $1000 to $2000 every year in pumping costs. With the use of VFDs andwith an improved and upgraded telemetry and SCADA system the pumping systems will
effectively run themselves without wasting any water. The new pumping systems could
operate at improved efficiencies if fitted with high efficiency motors. Due to the long
term nature of the investment, high efficiency motors should probably be warranted.These projects should simplify pump operations and maintenance even though more
water will be pumped than in past years due to growth. A daily visit at each wellhouse or
booster station should always be made.
Salvage Value
Approximately one half of the horsepower is necessary for a well pump pumping to a
tank versus a well pump that pumps directly to a distribution system at system pressure.
At the central wellhouse all of the existing well pumps and motors should be salvageable.
In keeping with the design of the new system that will allow maintenance of the existing
wells and deepening of the existing wells if it ever becomes necessary, our opinion is that
conversion to submersible motors is better. The submersible motor on Pump 6 or 7 may
be able to remain in service, although the pump will require bowl modifications to remainefficient. The remaining existing pumps and motors should be salvaged out. In the caseof well #5, the well is already enclosed within a building and should remain. The well
pump and motor should continue to be usable. The pump will need to be modified by
reducing the number of bowls so that the pump pumps directly to the tank efficiently.
Little else was identified as salvageable except for that noted above and the generator at
Well #5.
Implementability
The implementability of the proposed capital improvement projects is dependent on the
cooperation and endorsement of the Idaho Public Utilities Commission (IPUC), DEQ, the
consumers, and the ability to locate a funding mechanism of local developers, acombination of developer funds, grants and loans or strictly loans. It is expected thatsignificant improvements can be made while keeping rates at a reasonable level when
compared to neighboring water utilities. The subject of rates will be addressed further inChapter 8.
Cost Escalation Factors for Energy Use
It is expected that the recommended projects will not increase power consumption or
increase demand charges from current conditions. With additional generators in thesystem, some demand changes may be eliminated with the exercising of well and booster
pumps with generators during winter months rather than using the electrical power grid
for pump exercising.
Final Public Input
A subsequent hearing was held on at the Idaho Falls electric
building on . Representatives from Falls WaterCompany, ECIPDA, DEQ, Schiess & Associates, and the IPUC were present. The
02196 Falls Water/ Ammon! Ucon! Regional
Water Planning Study August 2004
Schiess and Associates
comments received and recent news articles are included in
Appendix S. From this thecustomers felt that:
02196 Falls Water/ Ammon! Ucon! Regional
Water Planning Study August 2004
Schiess and Associates
FALLS WATER COMPANY SELECTED PLAN AND
IMPLEMENTATION
Justification and Description of Selected Plan
To correct the deficiencies noted in Section 6.1 of this report and in accordance with theimprovement plan endorsed by the IPUC (IPUC, please determine what you canendorse), the consumer, and approved by DEQ (DEQ, please comment), the selected plan
for immediate pursuit of improvements includes projects 1-11 of Table 7-15. These areenumerated again in Table 8-1. Priority Project No.1 will be constructed in the latesummer of2004. The rest are included here in the draft stage of this document as if they
were all scheduled and completed between 2005 and 2006.
Priority
Project EstimatedNo.Project Name CostLincoln Road Waterline Extension $239 400Future John Adams Parkway Waterline Extension
lona Road Well (Future Falls Water Well #10, Storage Tank $1,487 300& Booster Station)
Cloverdale Well (Falls Water Company Well #9, Storage 018 600Tank & Booster Station)
Water Meters for Fallsbrook and other Unmetered Services $803 900and Replace Many Old Meters with New
Greenwillow Lane and Crimson Drive Waterline Upsize $726 100Monte Vista Ave. Waterline Upsize
First Street Waterline Connector
Central Well House Storaqe Tank & Booster Station 182 500General Water System Improvements $447 800lona Road Waterline Connector $336 300Booster Pump Station and Storage Tank at Well #5 $733 900Replace 50 Year Old Pipes on West Side of Fallsbrook $522 300Ammon Road Waterline Connectors $219 500Total Cost of Capital Improvement Projects
$8,717 600Table 8-1. Capital Improvement Projects Summary
It is our opinion that completion of these projects are necessary immediately to
adequately meet short term needs and to ensure the long term viability of the system.
These projects will aid in getting water supply ahead of existing demand, and to make thebig jump from a non-storage and non-disinfected system to a water system having theseessentials. Falls Water should pursue inclusion of these essentials into the system andshould be allowed to pursue these essentials by regulators.
Preliminary Design of Selected Plan
All contemplated distribution system improvements are shown on Figure 8-1. Thedistribution improvements are included in Priority Project Nos. 1 , 10 and 11. Theremaining projects on Figure 8-1 provide for storage, supply, and management. The
02196 Falls Water/ Ammon/ Ucon/ Regional
Water Planning Study August 2004
Schiess and Associates
preliminary design of the work contemplated at the proposed Well No.
9 site, the CentralWell house, Well No., and Well No.5 are shown on the following Figures 8-2 to 8-It is apparent from study of each one of these preliminary plans that the planned
improvements will fit on each site with the modifications shown on each site plan. The
general location of the proposed tanks and buildings are shown on each figure.
In the case of the Central Wellhouse, two lots south ofthe existing well site will have be replatted to be part of the Central Wellhouse site. At Well Site No., it appears thatthe parking for the office may have to be behind the building. The site will include a
drive through payment lane.
Environmental Impacts of Selected Plan
It is expected that since all construction on this project will occur on private properties
properties set aside for improvements or in established public streets, that there will belittle to no environmental impacts. ECIPDA will complete all environmental reviews
required by the funding agencies associated with project work. Upon completion
, we setaside Appendix A.2 for the environmental work and recommend that the environmental
documents be added to Appendix
Water Rights
Due to the deficiency of water rights, each new well drilled will have to have a waterright attached to it. This is expected to be costly (approx. $20 000/cfs) and take aminimum of 6 months. This is one of the first tasks that should be undertaken. As stated
earlier in this report, a total of 10.5 cfs should be obtained to serve present needs, and atotal of 25 cfs to meet future needs.
Operation and Maintenance Requirements
O&M costs for the years 2002 and 2003 are given in the annual reports in Appendix B.2.
We used those costs shown as a basis to estimate O&M costs of an improved system after
the recommended improvements of Table 8-1 are in place. Table 8-2 gives theestimated O&M costs which total $358 000 per year.
02196 Falls Water/ Ammon! Dcon/ Regional
Water Planning Study August 2004
Schiess and Associates
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5
Estimated O&M Costs After Upgrade Project is Complete
Ite~ Item Est. Cost/vrSalaries & benefits Power & fuel $93 000Administrative supplies $22 000Repairs & maintenance $21 500Professional services $20 000Water quality testing $7 000Special contract services $15 000Transportation expenses $7 500Insurance $4 00010 Training $3 00011 Equipment rental $2 00012 Advertising $3 000
11 Miscellaneous $10.000Total 358 000Table 8-2. Estimated O&M Costs after Projects 1-10 are Completed
$ ""Q,OOo
Operation and maintenance requirements will exceed present requirements with the
maintenance of storage tanks and booster pumps. We expect the annual maintenance costof the storage tanks included in the project plan to be approximately $1500 per year
(annualized) for each tank: for cleaning, leak testing, and inspection. Other costs such aspainting will very depending on the type of tanks selected. Pumping costs should remain
the same or diminish if Fallsbrook becomes metered. Pumping costs of $1 000 to $2000will also be saved since water will no longer be wasted to control pressure and prevent
freeze-up of waste lines.
Financing Plan
It is expected that the most likely funding source for Falls Water Company will be the
state revolving fund (SRF). The State has developed a revolving loan fund that can be
utilized to issue loans to Idaho municipalities and other eligible water systems for the
construction and design of both water and wastewater facilities. The loan funds are
available at a current interest rate of approximately 3.5% for a 20-year period. Inaddition to the interest and principal payments, a borrower must collect over a five-yearperiod, a reserve account amounting to one year annual payment for the loan. Any loanfunding for either water and/or sewer must meet all DEQ loan requirements. In order to
receive funds, a borrower must have a need and establish a priority sufficiently high on
the state s priority list in order to be eligible to receive a loan from this fund.
It is expected that the IPUC (IPUC, please comment) must approve any project to be
financed with long term debt and higher customer rates. Falls Water should develop a
strategy with the IPUC and DEQ to finance growth and to get the system back to par.
According to our discussions with the IPUC and FaIls Water Company, the available
conventional mechanisms to fund the various areas of need are shown in the Table 8-
(IPUC, please comment.)
02196 Falls Water! Ammon! Dcon/ Regional
Water Planning Study 102 August 2004
Schiess and Associates
Funding Mechanisms
Areas of Need New Customer Surcharges General RateHook-up Fees Need Technical Increasesor Developer Plan and Finance Granted afterwardsFundsPlanCant include one time
expensesWells
Transmission Lines
Treatment
Storace
Emergency Power
MeterNalve/Hydrant
Replacement
(Maintenance)
Distribution Line
Replacement
(Maintenance)
Studies
Table 8-3. Internal Funding Mechanisms for Falls Water Company
Using the general outline of Table 8-, we reviewed Projects 2 - 11 of Table 8-1 andestimated what portion ofthe projects wilI ultimately be funded by
developers and whatportion will likely be funded with general rate increases. The result of
this work is givenon Table 8-
Priority
Estimated EstimatedProject
Estimated Developer Falls WaterNo.Project Name
Cost Portion Portionlona Road Well (Future Falls Water Well #10
$1,487 300 $400 000 087 300Storace Tank & Booster Station)
Cloverdale Well (Falls Water Company Well #9
018 600 $360 000 $658 600Storage Tank & Booster Station)
Water Meters for Fallsbrook and other Unmetered
$803 900Services, and Replace Many Old Meters with New
$803 900Greenwillow Lane and Crimson Drive Waterline
$726 100 $726 100Monte Vista Ave. Waterline Upsize
First Street Waterline Connector
Central Well House StoraQe Tank & Booster Station
182 500 182 500General Water System Improvements
$447 800 $447 800lona Road Waterline Connector
$336 300 $250 000 $86 300Booster PumD Station and Storage Tank at Well #5
$733 900 $733 900Replace 50 Year Old Pipes on West Side of
$522 300 $522 300Ammon Road Waterline Connectors
$219 500 $219 500Total Cost of Capital Improvement Projects
$8,478,200 $1.010,000 468,200Table 8-4. Summary of Funding Sources for Projects 2-
02196 Falls Water! Ammon! Ucon! RegionalWater Planning Study 103 August 2004
Schiess and Associates
The results ofthis table show that developers will fund portions of projects 2
, 3, and 8totaling approximately $1 010 000 and general rate increases will fund the remainder for
a total cost of $7,468 200.
Rate Analysis
To conduct the rate analysis, we used the simple and understandable method of the
Equivalent Domestic User (EDU) that was published in CFR Appendix B of the Federal
Register dated 9/27/78. Using the average residential use of metered customers as abasis, we calculated each church, commercial and multi-family equivalency. This gave120 equivalent users for this group. The results of this calculation are given in AppendixB.3. Adding to these 1541 metered customers and 619 flat rate residential customers
(each one EDU) gives a total of2284 EDU's. It is important to note that this rate doesnot take into account the steady addition of new services (new EDU's) that will occurafter 2005. For the years 2004 and 2005 , 300 EDU's services above the existing 2284EDU's were added to the calculation. These are used in the simple rate calculation
Table 8-5. The table shows the calculations for monthly rate to each homeowner and
utilizes the general rate increases that will occur as a result of these projects. The total
expected cost to be paid as general rate increase for Table 8-4 of$7 468 200 was used in
the calculation. Projects 12 - 14 are not included because the need for them will be
purely development driven. However, with that said, the booster stations and storagetanks eventually built as portions of Projects 13 and 14 may result in additional rate
increases not shown on Table 8-
Total probable project capital cost (Projects 2-10)
Estimated grant amount
SRF Loan amount administered by DEQ
$7,468 200
$7,468 200
Estimated annual debt service (3.5% loan over 20 years)
Existing estimated annual debt service with project no.
Existing other annual debt service
Estimated annual O&M costs
Total estimated annual costs
$525 500
$17 600
$18 900
.$358.000
$920 000
Estimated number of EDU's served at beginning of loan
Estimated monthly O&M costs per EDU
Estimated monthly loan payments per EDU
Estimated monthly debt reserve per EDU required by DEQ
Estimated monthly capital improvements reserve per EDU
New monthly rate of each EDU after project completion
Table 5. Funding Plan and Rate Analysis
2584
$11.
$18.
$1.
$0.
$31.
For this analysis, it was assumed that there would be no grant to assist with the costs of
the project and that the state SRF program administered by DEQ would provide Falls
Water a loan. Falls Water will incur a loan with Project No.1 that will have annual debt02196 Falls Water/ Ammon/ Ucon/ Regional 104 August 2004Water Planning Study Schiess and Associates