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HomeMy WebLinkAbout20061120Application.pdfJAMES A. SEWELL & ASSOCIATES Newport 600 4th Street West Newport, Washington 99156 (509) 447-3626 (208)437-2641 (509) 447-2112 Fax Consulting Engineers & Land Surveyors Spokane Hutton Building 9 South Washington, Suite 708 Spokane, Washington 99201 (509) 747-5794 (509) 747-5798 Fax Sandpoint 1205 West Highway 2 Sandpoint, Idaho 83864 (208)263-4160 Fax (208)263-5229 *Civil Engineering *Electrical Engineering *Land Surveying *Building Inspection November 15 2006 C:lajrnollProjectslSRIStudiesllPUC 061 I 15\JAS cover letter doc Commission Secretary Idaho Public Utility Commission O. Box 83720 Boise, Idaho 83720-0079 S GuS u.J - 0 c; eJ Dear Sirs -,~ rn::..,- (j) ("::~ 0:;- ~) ( ;po ~;t~, :z ())':- ' Cf! Cfj Attached are an orginal and seven (7) copies of the Proposed Rate Changes for the Stoneridge Water Company, serving the Stoneridge development and adjacent areas near Blanchard, Idaho. Proposed Rate Changes Stoneridge Water Company (J' ...::::(:) ;'0 RE: ,.:::;: ;T! Sincerely, JAMES A. SEWELL AND ASSOCIATES Consulting Engineers ;?: Encl: 8 bound applications Stoneridge Utilities wi 2 copiesFile Joe 0 wi copy Npt wi copy STONE RIDGE StoneRidge Utility November 7, 2006 LvS - LV-O~- 0' Commission Secretary, Idaho Public utilities Commission PO Box 83720 Boise, Idaho 83720-0074 RE: CDS STONERIDGEASSOCIATES-LAND, LC, DBA STONERIDGE WATER COMPANY REQUESTS TO AMEND TARIFF NO.1 AND ACCOMPANYING RATE STRUCTURE Dear, Commission Secretary StoneRidge Water Company is hereby partitioning the Idaho Public Utilities Commission to allow for the closing out Phase I and Phase II loans for the Happy Valley Ranchos annexation and surcharge associated thereto, for an increase in the monthly user fees, an increase in the hook up fees, an increase in the disconnection I reconnection fees and for clarifications and changes to the Rules and Regulations. cerely, J- ()i Dean AHara Managing Member APPLICA TION TO THE IDAHO PUBLIC UTILITIES COMMISSION FOR A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY TO OPERATE A WATER UTILITY IN THE STATE OF IDAHO CDS STONERIDGE ASSOCIATES-LAND, L. dba STONERIDGE WATER COMPANY O. BOX 280 BLANCHARD, IDAHO 83804 NOVEMBER 2006 JAMES A. SEWELL AND ASSOCIATES 600 W 4TH STREET NEWPORT, WASHINGTON 99156 APPLICATION TO THE IDAHO PUBLIC UTILITIES COMMISSION FOR A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY TO OPERATE WATER UTILITY IN THE STATE OF IDAHO CDS STONERIDGE ASSOCIATES-LAND, L.C., dba STONERIDGE WATER COMPANY O. BOX 280 BLANCHARD, IDAHO 83804 ATTACHMENT NO. TABLE OF CONTENTS APPLICATION TABLE OF A TT A CHMENTS TITLE BY-LAWS AFFILIATED COMPANIES SERVICE AREA SYSTEM MAP DEQ SANITARY SURVEY CERTIFIED OPERATORS WATER RIGHTS CONSTRUCTION SCHEDULE FINANCING OF CONSTRUCTION CURRENT NUMBER OF CUSTOMERS ULTIMATE NUMBER OF CUSTOMERS MONTHL Y CONSUMPTION DATA PROPOSED RATES FINANCIAL STATEMENTS LIST OF CUSTOMERS NOTICE TO CUSTOMERS SAMPLE BILLING STATEMENT SAMPLE REMINDER NOTICE SAMPLE FINAL NOTICE GENERAL RULES AND REGULATIONS PROPOSED TARIFF CHANGES 2002 TARIFF APPLICATION TO THE IDAHO PUBLIC UTILITIES COMMISSION FOR A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY TO OPERATE A WATER UTILITY IN THE STATE OF IDAHO Name of company CDS StoneRidge Associates-Land. LC.. dba Stoneridge Water Comoanv Name of primary contact person.Wayne Benner Title Develooment Director Telephone number(s)(208) 437-3148 Mailing Address O. Box 280 Blanchard Idaho 83804 Street Address 364 Stoneridge Road Blanchard. Idaho 83804 Email wbenner&! stoneridgeidaho.com Type of business organization Limited Comoanv State Company is or~anized.Utah Is the company registered with the Idaho Yes Secretary of State and authorized to do business in Idaho? Attach copies of applicable by-laws, articles See Attachment 8 of incorporation and/or other organizational documents on file with the Idaho Secretary of State Are there any affiliated companies with Yes. see Attachment 9 which the water system shares office space employees, expenses or provides services to the water system? Yes.If yes, attach a detailed description of the relationship. 10.Attached a legal description of the certificated See Attachment 10 area to be served and a map if available. 11.Attach a system map of the area showing the See Attachment location of wells, reservoirs, water lines booster pumps , valves, etc. Show location and names of all public utilities, corporations or persons with which the utility will likely complete. 12.Attach the most recent DEQ Sanitary Survey.See Attachment 12 for 2004 Survey 13.Certified Operators See Attachment 13 for a list of the operators and copies of their certificates 14.Is the system approved by the IDEQ or local The system is regulated by IDEO health district 15.Attach information showing the water rights See Attachment 15 for discussion of owned by the water company water ril!hts. 16.Attach the anticipated schedule of See Attachment 16 construction including proposed date to begin construction 17.Attach the estimated cost for utility No additional construction is construction and statement of anticipated planned at this time. annual maintenance costs. 18.Attach a statement of the manner in which the See Attachment 18 for the sources applicant proposes to finance new utility of capital for the improvements. construction. 19.Number of customers currently connected to 374 customers total system Residential?Commercial?See Attachment 19 for details. 20.Number of customers ultimately to be served 1207 customers total. by the system.Residential?Commercial?See Attachment 20 for details. 21.Attach monthly consumption data for See Attachment 21 customers currently connected to the water system 22.Attach a description of proposed rates and See Attachment 22 charges 23.Attach a set of detailed financial statements Due to inaccuracies in the previous (income and balance sheet) for the most annual reports. a new set of recent three years for the water system or a accounts was constructed for the detailed budget for a new system with no ear 2005. financial history See Attachment 23 24.You are required to inform your customers of See Attachment 24 for list of the Application.customers to be served with the The notice should briefly describe the service notice of the application. area and proposed rates. It should include the Commission s phone number (208) 334-0300 See Attachment 25 for the notice and mailing address: Commission Secretary,that will be provided to customers Idaho Public Utilities Commission, PO Box upon acceptance of this application 83720, Boise, Idaho 83729-0074. Attach a to the IPUC copy of the Notice. 25.Attach samples of : Bill Statement See Attachment 26 Reminder Notice - Termination of Service See Attachment 27 Final Notice - Termination of Service See Attachment 28 Rules Summary See Attachment 29 Utility s General Rules of Regulation See Attachment 29 Backflow Prevention Regulations See Attachment 29 Proposed Tariff Changes See Attachment 30 for the proposed changes to the existing tariff. See Attachment 31 for the existing 2002 tariff. Utah Department of Commerce Division of Corporations & Commercial Code 160 East 300 Soutb, Znd Floor, 80)( 146705 Salt Lake Clry, UT 84114-6705 Service Center: (801) 530-484' ToO Free: (877) 516-3994 Uhlh ResideD" Fu: (801) 530-6438 Web lite: hUp:/lwww.cllllUllel'te.lfate.ut.as 11Il512oo2 5216587-016011152002-274733 CERTIFICATE OF EXISTENCE Registration Number: Business Name: Registered Date: Entity Type: Current Status: 5216587-0160 CDS STONERIDGE UTILITIES. LLC 10/29/2002 LLC . Domestic Good Standing The Division of Corporations and Commercial Code of the State of Utah, custodian of the records of business registrations, certifies that the business entity on this certificate is authorized to transact business and was duly registered under the laws of the State of Utah. ~~/ Kathy Berg Director Division of Corporations and Commercial Code Dept. of Professional Licensing (801) 530-6628 Real Estate (801) 530-6747 Public Utilities (801) 530-6651 Securities (801) 530-6600 Consumer Protection (80J) 530-660l . ..- -.--..-.-----...-------- APPLICA TION FOR REG/STRA TION OF FOREIGN LIMITED LIABILITY COMPANY (Instructions on back of application) fI./ 1. The name of the limited liability company is: CDS STONERIDGE UTILITIES, LlC 2. If the name of the limited liabitity company is not permissible or is not available in Idaho the name the foreign limited liability company will use in Idaho is: 3. The jurisdiction under whose laws the limited liability company is organized is: and the date of its formation was: October 29, 2002 UTAH 4. The name and address ofthe registered agent in Idaho Is: Thomas W. Clark, 109 North Arthur. - 5th Floor, P.O. Box 991, Pocatello, Idaho 83204~O991 5. The address of the limited liability company s office in the jurisdiction under whose laws it is organized is: 4885 South 900 East, Suite 100, Salt lake City, Utah 84117 6. The address of the limited liability company s principal office. if other than the address in #5 above. is: Same As above 7. The address to which correspondence should be addressed is: 4885 South 900 East. Suite 100, Salt lake City, Utah 84117 8. Signature of a manager, if any, or a member If there eJD managers. S~nalur" --) ~ 0 (J~ Typed Name DEAN A. AlARA Manager B Member 0 IL__ ___.---- .. -------._."... -".-"._-. ""-'-"'__0_-,.---..--. .... ..... ..... Secretary of State usa only 'Ii. ~ I 1- SECRETARY If STATE11/21/2..2 85... Clh 3499 CT: 91942 III 6n.11 18.8 = 1M.K&F1IGllC I1. 21.8 = 2LII EXPEDITE C I . '.. \../..-, ~ ~ :;;;"7'15~, : -, ,-~; ~~~*i ~:':'~:, ,, ~, ,::~, ".. ,: ,, .. ARTICLES OF oRGANIZATION CDS STONERIbGE UTlLmEI, LtC The undtnlgned penOn8. each being more than eighteen ye8f8 of age. hereby , e8IabII8h a limited liability company puraeant to the Utah limited liability Comp8ny NJ.. Chapter 2b of TlUe 48. Utah Code Annot8t8d (the -Acr). end adopt the following artlcleaof organization: FIRST: The name of the linlted liabi&itycompany i. CDS STONERIDGE UTILITIES, LLC. iECOND: The period of duration wiI be through December 31. 2060. THIRD: Thla limited II8biHIy company 18 organtzed to acqua. develop. manage. operate and ... cerI8In uMe81yatem1 and re8I,pmpert1e8 ineIdent8I, thereto and Ioc8ted WithIn the St8te of Idaho for 1m awn accountlndlor WIth end for others. fmBItI: The addre8s of the InIIiII regl8tered offtce and the designated offtce of the UrnIt8d II8ibIIty company Ii 4885 South 800 eut. tiulte 100. Salt Lake City. Utah 84117. The neme of ItIIftItlal registered Ig8nt atlUCh .ddN8a It DMUEL R. IT ANGER. , fJEIti: ThIIllmIted IIabIIy comp8ny 18 to be rnanIIIId- the following man8g8I'8. wilt""'" 8ddrI8888. unII their 1lJC&818Of8 1M ...ctN : ' 08nueI R. St8nger 4885 South 900 Eut. Suite 1 00 Salt l.8k.City. Utah 84117 Dean A. AHara ' ' ' , eo Eaet ThIn;I Avenue. SuII8 112 ' San Mateo. Call1'an8 144O1 ' : The director of 1118 DIYi8Ion of Ccmm8fcI8I C* , appolnt8d88 the agent of the IImltedllabllly compInyfat 881VIc8d plOcH. If the ,1Ig8nt , .1 1 II.. VII ........."""" ,",\":' '~.., ,..,.. '.. , If. .. " -- e_--", ---"..~.;~ h""_ ,~..._-..,-""-""-~:"""'~';';"':'.:...~,,;,",:.-~..;,':""'-'-~~"":_ :..W....r. -'-""---' .. - .;. : oJ \.../ ._,--- has resigned, the agent's authority has been revoked, or the agent cannot be found or served with the exercise of reasonable diligence. Dated this 111 day of October, 2002. ~~. Organizer. ~... anue' R. Ita . 98' pege 2 Affiliated Companies The water system shares office space and resources with CDS Stoneridge Associates Land LLc., also a limited liability company organized in Utah, qualified to do business in ID. Administrative functions and management of the water company are shared between these two entities. Both entities have the same ownership group. STONERIDGE UTILITIES WATER SERVICE TERRITORY December 2003 Section 19, Township 54 North, Range 5 West Boise Meridian That portion of lying south of the Blanchard Road Stoneridge Addition, Book 4 Page 140, Inst #409722, filed 7/30/92a) Lots , 24 - 30 Block b) Lots 1-, Block 3 , Stoneridge Addition Section 20, Township 54 North, Range 5 West Boise Meridian 1) South Y2 of the SE 1,4 2) SW 1,4 of Section 20 3) South Y2 of the NE 1/4, lying south of the Blanchard Road Section 24, Township 54 North, Range 6 West Boise Meridian. 1) NE 1A, 2) SE 1,4 Section 25, Township 54 North, Range 6 West Boise Meridian1) NE 1,4 Sections 29 & 30, Township 54 North, Range 5 West Boise Meridian.1) Blanchard Creek Acres, Book 4, Page 41 , Instrument #315904, filed 3/11/86 a. Lots 1- (TI :;u ,;-( t;) I ~ 18 1 7 19 2 0 ,. 2Q J - - - :: t 7 r. . . ,I D - - ~l t . r . - ~ HI / 2 S E l l . () . . - - - ' - - ' - 76 " " ' - _ . . "'- (I ) Iii '! 2 - 1) ; =- - SI T E P L A N 4. 1 Z(S O O x p ) IN F E E T II : Cf : ) N (/ ) 0 ) := ; ~O ) =W z " ' t ~o O ) -- = = = c C ) I - ... . . . -= Z C) I O =w z i -. . . . . . C) ~ " ' t c: : L : : o Z - c : ( ... . . . i= ~ ~ c. . . . . . - - : : . - ' :: ) f t -= = : : r : : : ( / ) w 1 0 zZ " " " ' " gs o- c : ( E: : : u Q. . (/ ) a. . a: : : I; j ::tIf ) c. J ... . . i ... . . iV) 0 LI . J : J : i= -c ( i= :: : ) LI . J C Co : ) a : : : -c ( c: : : : : J : 0 : z ~ ~ V) IJ : I DA T E : 5 - 2 3 - 0 . SC A l E : IS SH O W N DR A W N B Y : D M H DE S I G N E D B Y : JM O CH E C K E D B Y : JM O FI L E . : S t o n e r i d g e U t i l M o DA T A N O . SH E E T - - - L Of May 19, 2003 Mary Kent, Administrative Contact Stoneridge Water Supply System P a Box 280 Blanchard, ID 83804 RE: Sanitary Survey of Stoneridge Water System, PWS 101090009 Dear Ms. Kent: On May 8, 2003 a sanitary survey of the Stoneridge water system was conducted with the assistance of Keith Rusho. A sanitary survey consists of a complete overview of the public water system from the standpoint of compliance with Idaho Rules for Public Drinkina Water Svstems. such it can be used as a tool for addressing short and longer term needs to assure compliance with drinking water rules. This can help alleviate problems, which may affect the health of the citizens on the water system. These surveys are conducted every five years for those systems in substantial compliance. The Stoneridge water system was found to be in compliance with the Rules for Public Drinkina Water Systems. There were however two items which must be addressed. They are: A cross connection controllbackflow protection program is required. A sample tap with a unthreaded end is required at the well house sample locations. A cross connection control program consists or bylaws or ordinances within the water system which require that individuals who have certain water uses have devices on their homes to prevent the backflow of water into the water system distribution piping should a lost of pressure occur. The current practice of installing single check valves on all service connections is commendable. If a person were to install an automatic sprinkler system however, a double check valve would need to be installed. This double check valve would also need to be inspected by a certified inspector on an annual basis to insure that it is functioning properly. Other devices are required on certain other uses to protect the water system. Within 45 days of the date of this letter you must submit a draft cross connection control program to DEO for review. The smooth bore sampling tap is a minor item and should be installed no later than 30 days from the date of this letter. In addition to the physical facilities inspection of the water system there are two elements of the survey that are not usually possible to complete during a field inspection. These elements involve the financial and managerial capacity of the water system. We have enclosed the forms for you to complete. Would you please complete them and mail them to the IDEO office in Coeur d'Alene within 14 days of the receipt of this letter? I would like to take this opportunity to thank you for allowing us to complete this survey and the time and assistance of Keith Rusho who was very helpful. If you have any questions or comments about the survey report, please do not hesitate to contact me at (208) 769-1422. Sincerely, Anthony P Davis Analyst 3 Steve Tanner, DEQ/CDA Keith Rusho , POBox 280, Blanchard Idaho 83804 Ene. State of Idaho Public Water S stem Sanitar Surve WATER SYSTEM INVENTORY INFORMATION Private Main Operator: (ieth Rusho -1ome Address: POBox 280 ~ity, State, Zip Code: 3lanchard, 10 83804 Service Category: Residential Commercial Survey Date 05/08/2003 a of Public Water System: Stonerid e Jate of Last Survey: Date: 07/15/1998 \lumber of Service Connections: f)wner Type: Date: 6/22/1987 Recent Modifications: DYes 0No Date: Legal Owner s Name: Stoneridge (g) Mary Kent Owner Address: POBox 280 City, State, Zip Code: Blanchard, ID 83804 =-mail Address: s the Main Operator Certified? Emergency Contacts: a. E-mail Address:Yes 0 No What is the Certification Level? Distribution 1 name: Kieth Rusho Tel. No.208 437-0370 b. Ni ht ersonel present during evaluation: name: Kieth Rusho name:Tel. No. '~"'e: Physical location of the PWS (Township, Section , Range) 3amples taken at the time of survey by inspector? DYes 0No If Yes, what: Survey performed by: Name: Anthony Davis Title: Anal st 3 Agency: 0 IDEQ Health Dept. Other -lave there been any interuptions in service during the past year? Ilf yes , comments: DYes 0NO Page Of- IDEO - Sanitary Survey - 4/11/02 UTILITY OPERATORS Keith Rusho, Utility Manager - Certified Level I Shane Yarbrough - Certified Level I Greg Paterson - Certified Level I a~lrea\J 01 L)C(.UPdtco,;.;,1 u;::",nsPi; Department of SE;!t G01l(!r;):f1~ Ag""n6t.!" . "" ,,'" ,.,:on' ,.' "iI. p.." .:" ". . .. '" . """., "" "'N... ",,' "",,:. : n.. . ..,;. ;-,.. DRINKING WATat OPERATOR OOi'fmIiU'fION .ClASS 1 GR~GORY C PATTERSOri 26337 HWV 41 BLANCHARD Ie 83804 DWO1-13001 Chlo1, foIJ).tj",m'e r 1Un'200ti ~"," "'-.,.,., -. - Bureau of OcCupational Licenses Department 01 Self GovernIng Agenciesrr... ~"'11IM "-Eo! hi!I5 met j~Eo ~re"r\an~ t.:Jr ~"IIfI/ItjloQ und is ~OOIre.:l""If"r Ih.. laws Arl1~NM~_~:l8 "ifllDISTRIBUTION. CLASS 1 KEITH D RUSHO PO 8OX 2808LAtfCHARD 10 IWO4 , ':::~ "~,L""""--&_- 'j"::~" , i t1itDt, ao, OWDf.11408 Ml1f1200ti ~lJQJber &plles ,,- r.I;\ STATE OF ID BUREAU Of OCCU1'AT10NAL LICENSE)0\\0)'1\(10 Plaza ! 1M MoiR 51.. Su;t~22f\ u..u.. ldabn 11.)702.5("'2 (20$) 334-~2H f'AX (2GS) )34-~Q.4S Ii-Moil il",l!(jii~," itIIlOO~OW.bol"'~June 1 , 2006 SHANE: YA.RBFI.OUGII 364 STONERrDGE RD BLANCHARD ID 83804 RE: Licensure Notification -DWDl- Dear Shane Yarbrough: Congratulations! On behalf of the Idaho DRINKING WATER & WASTEWATER PROFESSIONALS and based on their approval, the Bureau of Occupational licenses pleased to is..'me you a license to practice as a DRINKING WATER OPERATOR DISTRIBUTION. CLASS I in the State of Idaho. Your license cards are attached below aod will expire on 08108(2007. Licenses are subject to renewal each before your birth date. A renewal notice wi1\ be sent apprmcimately 6 weeks before that date. You will be sent a decorative wall certificate as sooo as it has been prepared, Please notify this office immediately of any necessary corrections or changes to your name or address. Sincerely, Rayola Jacobsen Bureau Chief I~IIII~IIIII~IIIIIIIIIIIII~II~.OWD1.14519' Bu,ellU of Occupational UC8n&e5 Vnur IIr.AnltA rnll!8t Department of Self Oovwni"ll AlJ8"Clia Tho ".,....-... _Iho ..qui_.!at -.... ;" ...- .-.tho -"""""""""11181..1111_""'_" ot~! DRINKING WATER OPERATOR DtS1RIIIU1ION . ClASS' SHANE YARBROUGH 314 STONERIOGE RD BLANCHARD ID 83804 Bureau of Occupational licenses 1,.~~ RaJOl8 JfcoOHI1 Chief, B,O"- DVVO1-14079 N~onb... 0810&12007 E8p1... Stoneridge Ground Water Rights Stoneridge Utilities (SU), a private company regulated by the IPUC and DEQ operates the water and sewer systems serving the Stoneridge and Happy Valley Ranchos developments. SU is successor to the Bonner Company, the original developer of the water system. The Bonner Company obtained the original rights to withdraw water from the ground in water right number 96-7085 which was requested in 1968. At that time the requested amount was 5 cis (2250 gpm). The Bonner Company chose not to update that right in 1983. In 1984, IWR changed the right to 89 cis (850 gpm) based on the installed pumping capacity. Currently well no. 1 has a capacity of approximately 850 gpm and well no. 2 had a capacity of 600 gpm before if failed. The plan is to discontinue the use of the existing well no. 2 and develop a new well no. 3 that would have a capacity of 600 gpm. The new well would be located near the existing wells, which are located over the Rathdrum aquifer. The existing municipal water system is designed to be served with two wells having a combined capacity of 1400 gpm. The present system will serve more than 710 Equitant Residential Users (ERUs) and irrigate the golf course. The old well no. 2 will be not be abandoned, but instead held in abeyance for possible redevelopment at a lesser flow rate. Per my discussion with Bob Haines at the IWR, the new well can be drilled under the existing water right. To legally use both wells at the same time, a new water right needs to be obtained. The new water right would be for municipal purposes in the amount of 650 gpm (1.5 cfs). The right would be continuous through the year. This water right would be for use within the service territory of the water system. The IPUC service territory would be referenced and then as the service territory boundaries are changed, the water right service area would change with the service territory. The new water right would have a current priority date. The new water right would reference that the water could be withdrawn from any of the three wells operated by Stoneridge Utilities. Regardless of where the second well is located, the new water right should be applied for quickly. Currently there is considerable inter and intra state discussions about the water in the Rathdrum Aquifer, of which the SU wells withdraw from, so it would be good to tie up the rights to the water that is being used as soon as possible. Bob Haines noted that the results of the adjudication of the surface water rights will continue to govern, in which case the amounts of the surface rights will not change until challenged in court. Construction Schedule Construction of the proposed improvements has been completed. Phase I of the improvements connected the Happy Valley Ranchos water system to the Stoneridge water system. Phase II the construction provided for DEQ mandated control reliability of the pumps. C:lajm01 IProjectslSRIStudlesllPUC 06111515Source filesl 18 Proposed Method of Financing New ConstructionlConstruction Financing.xls Stoneridge Water Company o. Box 280 Blanchard, Idaho 83804 Financing of Construction State Revolvin Loan Fund Phase I Phase II $ 278,000. $160,457. $ 378 530.42 $ 26,882. $ 19,285. $ 681. $ 10,790. Total 874 628.10 C:lajmollProjectslSRIStudiesllPUC 061115\5Source files\19 Current Customer countllPUC WATER USERS 061009.xls STONERIDGE WATER COMPANY o. Box 280 Blanchard, Idaho 83804 Customer Count Customer group Customer class Subtotal by class Residential HVR 101 117 timeshare 148 Subtotal 366 Commercial HVR timeshare Subtotal Irrigation HVR timeshare Subtotal Total Number of Customers 374 C:lajm01IProjects\SR\StudiesIIPUC 06111515Source files120 Ultimate Customer CountlUltimate Number of Customers.xls STONE RIDGE WATER COMPANY o. Box 280 Blanchard Idaho 83804 Ultimate Number of Customers Ultimate number of Customers to be served by the system Area within Stoneridge lakes Neighborhood Forest Neighborhood Fairway Medows Golf Course The VineYards The Fairways The Fairways, Phase I The Fairways, Phase II The Fairways, Future Creekside At Stoneridge The Creekside at Stoneridge Phase I The Creekside at Stoneridge Future Phase The Ironwood at Stoneridge Commerical Undeveloped land east of laske Undeveloped land west of lake Motorcoach Village Happy Valley Ranchos Existing Platted, remaining Stone ridge Addition Existing Platted, remaining Final Plats Number of lots approved Planning Number of lots Subtotal #approved of lots 118 168 250 1044 145 Ultimate number of customers within the existing service territory 1207 C: l a j m o 1 1 , , _c t s I S R I S t u d i e s I I P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s Ac c t . 10 1 10 2 10 3 10 4 10 5 ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 1, i I 3 / 2 0 0 6 - - - - - - - - - - HV R 46 3 0 39 3 0 46 6 0 51 2 0 49 3 0 51 3 0 69 4 0 64 8 0 19 1 2 0 12 0 19 8 2 0 46 8 0 HV R 21 8 0 0 29 5 4 0 25 3 2 0 37 1 9 0 14 3 4 0 13 5 4 0 12 0 8 0 19 0 6 0 56 8 3 0 28 3 8 0 13 8 0 0 18 5 5 0 HV R 89 4 0 70 3 0 77 9 0 62 7 0 57 3 0 57 5 0 63 9 0 53 8 0 65 2 0 56 4 0 60 3 0 66 3 0 HV R 12 3 7 0 71 4 0 67 7 0 73 0 0 14 3 5 0 61 8 0 10 7 2 0 18 4 3 0 30 8 0 0 21 9 9 0 93 1 0 95 2 0 HV R 27 3 0 20 6 0 44 2 0 20 6 0 11 6 0 42 0 0 58 0 0 12 9 6 0 19 4 6 0 73 3 0 31 5 0 19 7 0 HV R 16 0 13 8 0 21 2 0 29 4 0 25 0 0 40 2 0 74 7 0 28 9 0 18 3 0 10 0 0 HV R 41 2 0 52 1 0 36 0 0 39 5 0 50 5 0 46 4 0 46 6 0 19 1 4 0 21 9 0 0 54 0 0 46 2 0 38 6 0 HV R 11 9 8 0 48 4 0 64 6 0 72 6 0 64 5 0 60 8 0 1 0 2 5 0 59 6 0 85 1 0 61 0 0 52 7 0 50 2 0 HV R 87 7 0 17 0 54 0 26 0 79 0 10 0 0 87 0 77 0 51 0 35 0 HV R 24 2 0 12 1 6 0 88 2 0 93 8 0 12 3 6 0 12 0 5 0 12 5 4 0 14 9 6 0 12 2 7 0 1 0 0 2 0 52 0 0 55 4 0 HV R 65 1 0 70 1 0 81 8 0 12 6 9 0 21 8 0 34 8 0 48 1 0 33 4 0 49 7 0 39 3 0 38 3 0 35 2 0 HV R 52 2 0 56 4 0 94 5 0 74 0 0 54 4 0 10 7 3 0 14 1 2 0 11 9 6 0 25 0 0 0 17 4 3 0 64 9 0 1 0 4 5 0 HV R 84 0 83 0 75 0 74 0 12 2 0 77 0 10 8 0 59 0 88 0 12 5 0 10 3 0 80 0 HV R 32 5 0 35 1 0 28 3 0 33 6 0 11 3 1 0 60 3 0 72 7 0 1 0 0 7 0 12 0 8 0 36 9 0 27 0 0 27 0 0 HV R 38 5 0 40 4 0 13 2 3 0 47 2 0 76 7 0 10 4 0 0 20 5 3 0 22 5 7 0 10 8 8 0 36 2 0 29 1 0 HV R 62 5 0 73 1 0 60 2 0 55 4 0 52 0 0 54 5 0 59 5 0 42 4 0 52 8 0 51 0 0 1 0 3 2 0 HV R 24 9 0 32 1 0 29 7 0 32 8 0 29 6 0 39 1 0 56 3 0 77 5 0 55 5 0 42 1 0 37 2 0 27 6 0 HV R 44 4 0 56 8 0 45 3 0 38 2 0 55 4 0 66 3 0 40 9 9 0 76 8 2 0 91 1 3 0 57 5 6 0 59 7 0 50 2 0 HV R 48 7 0 65 3 0 52 7 0 14 2 6 0 31 9 0 32 5 0 46 9 0 57 5 0 72 2 0 43 9 0 46 9 0 46 4 0 HV R 22 3 0 27 0 0 27 6 0 29 8 0 44 2 7 0 99 8 0 10 7 9 0 29 3 0 0 18 8 8 0 10 9 1 0 25 9 0 26 6 0 HV R 17 7 0 1 0 6 5 0 88 1 0 83 4 0 27 2 0 26 4 0 10 9 1 0 47 7 0 13 3 5 0 25 7 0 27 6 0 28 7 0 HV R 71 9 0 93 5 0 83 6 0 86 7 0 85 6 0 15 0 7 0 17 0 7 0 27 4 1 0 35 1 6 0 17 1 6 0 72 2 0 71 9 0 HV R 44 5 0 61 4 0 61 7 0 67 8 0 14 3 7 0 73 7 0 52 1 0 40 0 0 48 0 0 38 1 0 45 3 0 44 6 0 HV R 19 8 6 0 10 4 0 HV R 51 5 0 66 6 0 52 9 0 63 9 0 68 6 0 16 2 2 0 25 6 8 0 27 9 8 0 42 2 0 HV R 25 8 0 25 6 0 20 9 0 22 0 0 45 2 0 39 9 0 92 0 0 13 1 3 0 23 6 6 0 1 0 0 4 0 32 1 0 26 0 0 HV R 11 5 0 11 5 0 12 3 0 73 0 HV R 48 7 0 51 1 0 36 0 0 42 7 0 81 0 0 79 0 0 15 1 0 0 24 1 0 0 30 7 0 0 20 0 0 0 45 4 0 42 5 0 HV R 57 0 HV R 40 0 0 47 7 0 37 7 0 40 6 0 43 8 0 84 6 0 66 7 4 0 48 6 6 0 60 9 2 0 52 6 5 0 20 4 1 0 35 8 0 HV R 42 3 0 31 1 0 30 2 0 27 8 0 29 5 5 0 39 4 8 0 71 8 0 23 8 0 34 6 0 36 4 0 43 9 0 28 2 0 HV R 20 5 4 0 56 4 0 52 4 0 57 2 0 54 8 0 34 0 0 40 1 0 35 0 0 39 9 0 46 8 0 52 0 0 52 1 0 20 0 5 1 2 Mo n t h DE C T o t a l s 85 5 6 0 29 0 4 3 0 78 1 0 0 15 4 8 8 0 67 3 0 0 26 4 4 0 86 1 5 0 84 1 8 0 14 0 4 0 11 7 7 2 0 64 4 5 0 12 9 3 3 0 1 0 7 8 0 68 8 0 0 10 4 4 2 0 66 6 6 0 48 4 4 0 30 8 1 3 0 68 7 5 0 14 0 0 5 0 72 1 6 0 16 8 4 1 0 72 0 9 0 20 9 3 0 1 0 4 4 5 0 79 7 8 0 42 6 0 13 2 5 4 0 57 0 28 2 4 0 0 1 0 6 0 4 0 72 6 1 0 Un i t 20 0 5 Si z e J A N Bo o k M A R AP R MA Y JU N JU L AU G SE P OC T NO V Pa g e 1 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: l a j m o 1 l t , dc t s l S R I S t u d i e s l l P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s Ac c t . 10 6 10 7 10 8 10 9 11 0 11 2 11 3 11 4 11 5 11 6 11 9 12 0 12 1 12 2 12 4 12 5 12 6 12 7 12 8 12 9 13 0 13 1 13 2 13 3 13 4 13 5 13 6 13 7 13 8 13 9 14 0 14 1 ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 11 / 1 3 / 2 0 0 6 iV S Iz e HV R 52 4 0 55 5 0 51 9 0 52 0 0 65 0 0 75 4 0 23 7 6 0 35 0 1 0 46 7 0 0 30 1 6 0 47 1 0 51 0 0 HV R 29 1 0 33 1 0 32 3 0 30 1 0 27 8 0 52 1 0 1 0 9 7 0 15 6 8 0 13 7 1 0 18 5 8 0 58 0 0 22 6 0 HV R 17 9 0 19 6 0 23 8 0 18 4 0 12 6 0 15 0 0 19 0 0 11 2 0 17 2 0 14 9 0 16 1 0 12 5 0 HV R 21 3 0 25 8 0 20 8 0 23 8 0 29 9 0 55 3 0 1 0 5 8 0 13 4 2 0 16 9 1 0 91 8 0 40 4 0 23 1 0 HV R 54 5 0 30 3 0 32 7 0 26 5 0 64 2 0 58 6 0 87 7 0 35 2 0 51 1 0 30 7 0 24 6 0 22 1 0 . 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Y B . 19 6 0 19 2 0 16 8 0 22 6 0 75 4 0 80 1 0 95 3 0 65 0 0 96 4 0 53 0 0 23 4 0 20 8 0 HV R 69 0 10 2 0 61 0 73 0 66 0 12 3 0 12 4 0 96 0 15 1 0 11 2 0 71 0 91 0 HV R 71 0 76 0 26 0 86 0 64 6 0 95 0 81 0 11 0 83 0 59 0 74 0 65 0 HV R 29 4 0 32 2 0 24 2 0 26 0 0 22 1 0 20 6 0 55 7 0 25 9 4 0 77 1 0 38 1 7 0 23 1 0 20 8 0 HV R 35 7 0 54 9 0 38 8 0 37 4 0 24 9 0 0 1 6 2 7 0 15 6 5 0 27 7 5 0 28 2 9 0 18 6 7 0 82 1 0 59 2 0 HV R 19 1 0 22 4 0 29 9 0 14 2 0 22 5 0 44 0 0 24 6 0 52 1 0 11 9 6 0 36 9 0 20 6 0 16 3 0 HV R 64 6 0 87 0 0 58 0 0 HV R 87 4 0 99 6 0 76 2 0 88 6 0 98 2 0 97 4 0 16 6 2 0 24 8 8 0 21 0 0 0 26 9 7 0 81 3 0 76 4 0 HV R 18 2 0 81 3 0 32 9 0 40 7 0 28 9 0 29 9 0 29 2 0 65 9 0 34 1 0 46 3 0 24 0 0 HV R 34 7 0 26 1 0 25 0 0 72 8 0 33 6 0 82 0 0 12 2 5 0 11 5 0 0 24 9 1 0 12 5 0 28 3 0 23 1 0 HV R 30 6 0 26 1 0 23 3 0 26 8 0 28 5 0 48 2 0 95 2 0 13 0 4 0 18 0 8 0 78 6 0 24 9 0 27 7 0 HV R 38 9 0 42 0 0 41 4 0 44 9 0 43 5 0 40 7 0 54 1 0 69 9 0 81 8 0 43 4 0 29 7 0 36 9 0 HV R 67 7 0 78 9 0 57 6 0 69 2 0 81 2 0 85 5 0 11 5 8 0 31 5 1 0 34 7 8 0 14 3 4 0 65 6 0 67 4 0 HV R 10 7 0 94 0 86 0 13 8 0 19 7 0 27 9 0 56 5 0 1 0 6 5 0 13 2 7 0 70 0 0 21 0 0 87 0 HV R 67 2 0 89 8 0 78 2 0 79 4 0 63 6 0 4 0 14 7 8 0 10 0 1 0 13 1 9 0 12 2 6 0 80 7 0 81 4 0 68 7 0 HV R 79 0 10 1 0 10 2 0 16 2 0 12 2 0 34 0 0 38 0 0 72 0 0 62 0 0 13 7 0 95 0 98 0 HV R 29 0 58 0 45 0 40 0 47 0 13 5 0 42 9 0 90 1 0 1 7 6 0 0 95 0 90 0 48 0 HV R 48 8 0 43 7 0 37 6 0 56 7 0 22 1 0 41 2 0 23 4 2 0 14 7 2 0 33 9 3 0 33 0 20 7 6 0 40 4 0 HV R 51 6 0 41 4 0 51 7 0 11 1 0 8 0 18 4 6 0 22 9 7 0 31 3 2 0 35 0 6 0 58 7 0 54 9 0 1 0 8 8 0 HV R HV R 18 2 9 0 17 4 8 0 26 8 0 19 1 8 0 61 1 0 12 2 7 0 19 6 0 0 25 6 5 0 25 7 2 0 11 5 3 0 81 5 0 10 7 8 0 HV R HV R 65 0 0 92 1 0 72 9 0 1 0 0 0 0 31 2 0 32 0 0 44 0 0 60 7 0 67 4 0 60 9 0 66 7 0 65 9 0 HV R 50 8 2 0 36 4 0 31 9 0 42 0 0 44 0 0 50 8 0 59 5 0 11 6 2 0 19 0 7 0 10 0 0 0 67 2 0 24 2 3 0 HV R 38 2 0 26 9 0 22 2 0 28 2 0 63 0 64 0 82 0 28 8 0 87 7 0 12 6 1 0 29 4 0 25 0 0 HV R 53 8 0 70 4 0 49 4 0 46 3 0 48 8 0 73 7 0 12 4 3 0 10 1 6 0 19 9 8 0 98 9 0 55 6 0 55 9 0 HV R 37 9 0 17 6 0 16 8 0 19 0 0 32 1 0 82 3 0 16 3 0 0 21 9 4 0 30 4 4 0 79 3 0 16 5 0 20 0 5 1 2 Mo n t h DE C T o t a l s 18 0 6 6 0 87 4 5 0 19 8 2 0 74 1 3 0 51 8 2 0 58 7 6 0 11 3 9 0 13 7 3 0 97 2 3 0 16 2 3 4 0 42 2 2 0 20 9 6 0 15 9 9 8 0 43 1 4 0 82 4 7 0 72 1 1 0 56 7 2 0 14 9 5 2 0 48 5 5 0 74 0 8 2 0 29 5 6 0 36 7 7 0 12 2 2 1 0 25 5 6 1 0 17 7 4 4 0 75 8 8 0 14 8 9 2 0 43 3 4 0 97 8 5 0 98 8 4 0 Un i t 20 0 5 S. JA N MA R AP R MA Y JU N JU L AU G SE P OC T NO V Pa g e 2 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: l a j m o 1 \ , . . oc t s I S R I S t u d i e s I i P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 11 / 1 3 / 2 0 0 6 Sv s iz e oa k HV R 58 1 0 58 1 0 54 1 0 62 8 0 24 8 0 0 16 5 0 0 17 4 2 0 10 1 9 0 12 8 0 0 11 9 9 0 47 4 0 58 0 0 HV R 44 9 0 45 9 0 38 4 0 44 0 0 50 1 0 44 7 0 40 2 0 45 7 0 15 9 9 0 30 1 0 47 6 0 43 5 0 HV R 30 2 0 31 2 0 28 1 0 31 5 0 28 8 0 23 9 0 77 3 0 15 5 9 0 98 2 0 30 1 0 36 1 0 37 3 0 HV R 25 3 0 19 6 0 17 0 0 25 7 0 12 2 0 13 3 0 13 7 0 96 0 17 1 0 13 0 0 10 8 0 12 2 0 HV R 62 5 0 73 7 0 52 1 0 61 8 0 71 1 0 52 4 0 42 2 0 22 8 0 28 4 0 40 1 0 36 1 0 54 5 0 HV R 46 1 0 50 4 0 45 3 0 49 3 0 78 4 0 76 4 0 95 2 0 13 3 3 0 23 3 9 0 14 3 1 0 38 8 0 43 9 0 HV R 28 3 0 24 2 0 18 4 0 16 6 0 40 8 0 39 2 0 64 0 0 66 5 0 71 3 0 67 2 0 55 3 0 37 5 0 HV R 48 1 0 49 9 0 34 5 0 34 9 0 64 5 0 1 0 3 3 0 28 9 0 0 30 5 3 0 54 6 7 0 15 8 7 0 31 5 0 40 6 0 HV R 84 8 0 93 5 0 74 5 0 84 2 0 10 1 8 0 59 4 0 65 6 0 1 0 9 5 0 22 5 2 0 67 9 0 76 9 0 84 4 0 HV R 11 2 0 0 13 6 2 0 12 8 2 0 20 7 6 0 95 6 0 13 1 9 0 23 7 4 0 25 0 4 0 36 7 7 0 13 8 0 0 77 2 0 92 2 0 HV R 65 0 75 0 84 0 70 0 99 0 84 0 11 9 0 84 0 95 0 96 0 69 0 89 0 HV R 40 0 0 49 4 0 36 4 0 42 4 0 48 6 0 48 0 0 80 8 0 73 7 0 62 2 0 40 5 0 41 4 0 37 2 0 HV R HV R 88 7 0 49 4 0 66 9 0 60 4 0 17 9 0 19 5 0 35 3 0 30 5 0 37 8 0 26 6 0 33 0 0 20 6 0 HV R 35 2 0 37 1 0 28 8 0 37 4 0 35 0 76 3 0 48 0 0 0 75 8 1 0 94 8 7 0 59 7 8 0 51 6 0 33 9 0 HV R 55 0 59 0 55 0 63 0 16 1 0 65 0 0 77 0 0 12 7 1 0 16 0 1 0 64 5 0 48 0 44 0 HV R 14 0 18 0 13 0 14 0 12 7 0 84 0 0 89 7 0 1 0 5 0 0 17 4 8 0 HV R 26 8 0 42 7 0 36 0 0 36 5 0 81 6 0 10 5 8 0 1 0 6 4 0 14 0 3 0 37 1 3 0 19 2 2 0 15 9 1 0 70 3 0 HV R 52 1 0 66 2 0 53 0 0 65 0 0 36 4 0 53 7 0 77 4 0 83 3 0 13 5 4 0 50 3 0 44 0 0 40 9 0 HV R 41 3 0 63 4 0 55 6 0 62 7 0 17 6 0 95 7 0 29 3 9 0 53 1 2 0 22 4 4 0 31 8 0 36 4 0 HV R 69 5 0 41 5 0 12 1 0 13 1 0 97 9 0 1 0 0 8 0 44 0 0 42 4 0 13 8 1 0 23 4 0 12 5 0 69 0 0 HV R 11 0 4 0 1 0 2 5 0 85 0 0 12 2 8 0 59 2 0 52 4 0 15 6 2 0 67 6 0 1 0 5 6 0 70 0 0 87 6 0 64 9 0 HV R 39 9 0 43 6 0 25 0 0 12 0 0 39 2 0 74 7 0 49 9 0 45 9 0 46 1 0 13 6 0 31 1 0 HV R 59 0 50 0 12 1 0 51 0 14 0 HV R 54 1 0 65 4 0 57 2 0 65 7 0 23 0 0 1 0 2 9 0 59 3 0 90 0 0 1 0 2 5 0 67 1 0 54 2 0 HV R 50 6 0 65 2 0 51 5 0 55 3 0 89 0 59 2 0 12 2 5 0 16 3 7 0 97 2 0 54 6 0 54 2 0 HV R 48 6 0 47 7 0 34 3 0 48 4 0 43 0 0 81 0 0 14 5 9 0 47 8 0 56 2 0 36 7 0 HV R 45 8 0 54 6 0 96 4 0 49 7 1 0 95 1 0 12 9 0 0 46 1 0 50 1 0 46 0 0 HV R 11 1 7 0 16 7 3 0 12 6 4 0 16 3 3 0 56 7 0 48 8 0 12 2 2 0 11 8 3 0 HV R 62 0 41 0 70 8 0 23 4 0 13 7 0 38 5 0 47 0 16 0 92 0 HV R 12 6 9 0 15 1 7 0 12 9 6 0 20 7 2 0 13 4 4 0 12 6 8 0 HV R 95 9 0 15 2 8 0 16 4 5 0 15 6 5 0 11 3 9 0 20 0 5 1 2 Mo n t h DE C T o t a l s 12 7 5 5 0 63 5 0 0 60 8 6 0 18 9 5 0 59 7 7 0 10 3 4 1 0 52 9 3 0 17 0 7 0 0 11 2 7 7 0 19 7 4 4 0 1 0 2 9 0 60 0 6 0 48 6 6 0 30 8 8 4 0 54 2 2 0 47 3 9 0 13 6 9 0 0 75 7 7 0 14 5 4 0 0 66 4 3 0 1 0 8 4 2 0 42 1 0 0 29 5 0 74 1 4 0 78 2 9 0 58 9 6 0 1 0 6 0 2 0 91 4 7 0 17 2 2 0 87 6 6 0 68 3 6 0 Ac c t . 14 2 14 3 14 4 14 5 14 6 14 8 14 9 15 0 15 1 15 2 15 3 15 6 15 7 15 8 15 9 16 1 16 2 16 3 16 6 17 8 17 9 18 0 18 2 18 4 18 6 18 7 19 1 19 2 19 8 19 9 21 9 22 2 Un i t 20 0 5 MA R AP R MA Y JU N JU L AU G SE P OC T NO V Pa g e 3 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: l a j m o 1 , . . ct s I S R \ S t u d i e s I I P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N , xl s ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 .3 / 2 0 0 6 1 0 Sv s iz e JA N . Bo o k HV A 48 6 0 68 2 0 61 5 0 HV A 13 4 9 0 11 9 5 0 :H V A HV A HV A 26 8 0 32 7 0 26 8 0 30 9 0 11 7 0 0 19 8 4 0 39 4 2 0 69 0 7 0 78 1 6 0 35 7 6 0 29 2 0 26 1 0 35 0 0 48 2 0 38 3 0 43 7 0 89 8 0 15 4 7 0 56 6 4 0 32 1 3 0 33 5 3 0 10 8 2 0 43 8 0 44 5 0 15 6 6 0 38 6 4 0 36 4 8 0 85 4 0 33 3 6 0 52 1 4 0 13 6 3 3 0 14 9 9 2 0 12 2 7 3 0 53 7 7 0 20 3 0 0 1 0 6 7 0 16 4 0 21 0 0 21 6 0 34 4 0 29 0 0 61 4 0 11 9 7 0 21 5 9 0 17 6 3 0 12 2 0 0 19 6 0 14 4 0 13 3 0 22 0 11 7 0 20 5 0 96 2 0 22 2 8 0 30 7 2 0 36 6 2 0 44 7 3 0 30 1 8 0 31 0 0 12 7 0 36 1 0 43 2 0 28 0 0 36 7 0 40 8 0 59 7 0 76 4 0 25 1 6 0 18 0 8 0 81 1 0 36 4 0 38 9 0 37 5 0 63 2 0 43 1 0 46 1 0 90 9 3 0 28 5 2 0 37 3 0 19 0 6 0 24 4 7 0 20 5 7 0 77 0 23 5 0 34 0 13 4 3 0 23 7 2 0 22 4 0 0 12 5 5 0 17 4 0 46 2 0 15 3 8 0 24 1 4 0 27 9 9 0 98 5 0 16 7 0 33 9 0 35 0 0 37 7 0 29 7 0 97 9 0 18 4 3 0 25 8 8 0 50 2 1 0 55 8 4 0 21 4 8 0 36 4 0 21 5 0 45 0 0 61 1 0 33 7 0 18 1 4 0 16 9 2 0 13 6 4 0 35 5 0 45 0 0 15 7 0 0 20 3 9 0 25 2 4 0 27 4 2 0 19 6 1 0 51 6 0 75 3 0 47 1 7 0 45 9 7 0 50 6 0 0 16 2 2 0 70 5 0 28 4 8 0 19 2 9 0 37 7 8 0 22 6 4 0 25 7 8 0 12 6 5 0 18 0 0 34 0 0 32 0 0 47 0 0 24 0 0 36 0 0 25 0 0 15 4 5 0 12 5 2 0 20 7 5 0 28 9 3 0 24 2 3 0 15 5 0 0 51 1 0 38 6 0 15 1 9 0 21 7 1 0 30 7 3 0 45 6 2 0 48 1 0 0 25 7 0 0 33 5 0 57 0 12 2 0 19 8 0 0 25 0 2 0 19 6 0 0 13 7 6 0 16 2 4 0 15 8 0 0 84 8 0 83 0 71 0 33 8 8 0 55 5 1 0 87 6 4 0 1 0 5 2 3 0 54 3 8 0 20 7 0 41 1 0 32 2 7 0 29 9 3 0 34 2 8 0 35 5 1 0 36 4 4 0 30 3 0 64 8 0 69 3 0 58 8 0 72 5 0 64 8 0 74 0 0 15 0 7 0 29 1 7 0 20 6 4 0 15 4 3 0 48 1 0 68 1 0 23 5 0 25 5 0 21 9 0 18 0 0 57 5 0 80 3 0 1 0 3 0 0 1 6 8 3 0 16 4 7 0 72 7 0 25 9 0 23 4 0 61 0 31 0 12 4 0 57 7 0 88 0 0 16 2 1 0 29 0 0 0 42 9 9 0 39 2 0 0 14 2 5 0 38 1 0 39 8 0 17 3 0 17 3 0 25 5 0 30 4 0 67 2 0 26 7 4 0 39 2 5 0 57 1 5 0 49 6 8 0 46 0 5 0 25 0 0 28 7 0 47 6 0 51 5 0 40 4 0 42 6 0 88 7 0 21 2 0 0 63 4 3 0 82 8 4 0 1 0 2 9 8 0 27 3 7 0 43 1 0 38 9 0 20 0 5 1 2 Mo n t h DE C T o t a l s 17 8 3 0 25 4 4 0 27 1 2 0 0 18 2 9 2 0 67 8 5 4 0 85 1 7 0 18 3 2 9 0 90 9 7 0 20 9 3 9 0 74 1 8 0 83 6 5 0 20 1 0 5 0 66 2 3 0 11 8 1 0 0 1 6 7 4 9 0 15 3 6 8 0 21 6 0 0 12 6 3 5 0 19 0 4 0 0 12 1 3 2 0 33 9 4 2 0 17 5 5 7 0 13 2 3 5 0 78 4 7 0 16 6 1 7 0 24 0 0 1 0 33 3 1 0 0 Ac c t . 23 2 23 3 24 1 & 24 4 Un i t 20 0 5 MA R AP R MA Y JU N JU L AU G SE P OC T NO V Pa g e 4 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: \ a j m o 1 l h v J " c t s I S R I S t u d i e s I I P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 11 1 I 3 / 2 0 0 6 SE P OC T NO V 20 0 5 1 2 Mo n t h DE C T o t a l s Ac c t . 15 4 16 5 16 7 16 8 16 9 17 0 17 1 17 2 17 3 17 4 17 5 17 6 17 7 Un i t 20 0 5 Sv s Si z e JA N . Bo o k MA R AP R MA Y JU N JU L 54 0 0 55 2 0 42 8 0 44 7 0 97 2 0 76 9 0 13 1 3 0 20 7 6 0 29 9 0 0 13 4 9 0 45 1 0 39 8 0 11 4 1 0 15 3 8 0 13 2 0 0 16 1 8 0 36 4 0 61 4 0 40 2 0 88 7 0 11 2 5 0 12 1 8 0 95 3 0 1 0 2 6 0 31 0 19 0 37 0 44 0 69 0 69 0 46 0 22 0 16 0 30 0 38 0 32 0 32 0 61 0 76 0 96 0 22 0 0 97 0 14 1 0 34 0 37 0 14 6 0 15 4 0 12 1 0 18 8 0 25 0 60 0 87 0 87 0 93 0 11 6 0 13 2 0 13 5 0 30 8 0 25 0 0 26 5 0 28 9 0 38 1 0 48 0 0 93 8 0 84 8 0 10 9 4 0 87 0 0 29 0 0 25 0 0 27 0 0 36 9 0 29 4 0 32 6 0 49 9 0 27 0 0 54 5 0 72 7 0 43 5 0 45 0 0 25 0 0 31 9 0 68 5 0 15 4 0 22 0 10 1 0 39 2 0 30 8 0 47 9 0 67 1 0 35 8 0 50 0 0 69 6 0 72 1 0 35 8 0 31 9 0 31 5 0 55 0 0 12 1 0 46 0 31 9 0 45 0 0 22 9 0 11 2 0 73 0 49 3 0 41 1 0 12 4 0 51 7 0 22 1 0 23 1 0 68 0 0 13 4 0 40 7 0 41 2 0 29 2 0 98 0 47 3 0 28 1 9 0 59 6 3 0 49 5 2 0 65 4 0 0 56 0 6 0 99 0 91 0 29 9 0 36 9 0 27 6 0 40 3 0 43 0 0 41 4 0 77 3 0 12 7 5 0 1 0 2 8 0 42 2 0 30 0 0 34 8 0 30 5 0 32 5 0 39 0 19 6 0 10 1 3 0 26 5 6 0 23 3 7 0 26 0 7 0 59 3 7 0 47 1 4 0 11 4 9 0 28 8 0 10 6 0 0 27 0 0 38 0 54 0 23 3 0 72 9 2 0 78 0 6 0 96 7 5 0 94 7 5 0 36 1 8 0 33 2 0 42 2 0 39 0 34 4 0 21 8 0 50 4 0 45 6 0 61 0 36 5 0 26 0 0 22 3 0 32 7 0 26 5 0 24 8 0 37 0 93 2 0 27 4 0 35 7 0 18 8 6 0 34 5 9 0 33 6 6 0 18 6 4 0 17 5 0 71 0 11 1 0 15 5 0 13 4 0 86 0 19 9 0 83 0 64 0 70 0 14 0 1 0 20 0 17 8 0 23 0 0 17 5 0 27 0 0 26 3 0 18 2 0 64 7 0 10 1 3 0 11 2 1 0 93 8 0 12 3 0 20 7 0 35 6 0 33 9 0 12 8 0 23 5 0 10 5 0 21 4 0 28 5 0 31 8 0 29 1 0 88 0 29 6 0 20 7 2 0 38 6 8 0 39 9 6 0 56 7 1 0 63 2 5 0 29 4 2 0 69 8 0 24 9 0 32 4 0 48 6 0 51 8 0 81 2 0 83 4 0 33 9 0 51 9 0 59 8 0 24 7 0 46 0 10 5 0 53 0 23 0 17 2 0 0 60 0 10 4 0 20 2 0 50 0 67 3 0 24 5 0 26 8 0 33 0 97 0 23 0 66 0 27 8 0 41 2 0 19 4 0 70 0 54 0 26 0 43 0 35 3 0 32 4 0 86 3 0 72 0 27 5 0 28 9 0 65 0 43 1 0 44 0 38 6 0 0 18 1 0 64 0 69 2 0 41 8 0 22 0 14 3 0 80 0 22 0 25 9 0 36 7 0 27 0 91 0 Pa g e 5 o f 7 P a g e s 12 2 8 5 0 12 2 0 6 0 36 9 0 89 4 0 13 4 4 0 62 6 3 0 47 5 4 0 50 8 7 0 33 8 5 0 35 2 7 0 26 5 5 5 0 63 3 7 0 21 5 6 6 0 40 2 7 5 0 33 1 0 0 12 4 2 1 0 23 2 5 0 53 4 7 0 16 6 6 0 26 8 1 4 0 44 3 5 0 48 1 0 30 5 8 0 15 2 1 0 72 5 0 20 4 1 0 41 1 3 0 21 2 9 0 11 / 1 3 / 2 0 0 6 C: \ a j m o 1 1 . . cts I S R I S t u d l e s I I P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s 1 " , I 3 / 2 0 0 6 Ac c t . 18 1 18 3 18 5 18 8 19 0 19 6 19 7 20 0 20 1 20 2 20 3 20 4 20 5 20 6 20 8 20 9 21 0 21 1 21 2 21 3 21 4 21 5 21 6 21 7 21 8 22 0 22 1 22 3 22 4 22 5 22 8 22 9 ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 Un i t 20 0 5 20 0 5 1 2 Mo n t h DE C T t I MA R AP R MA Y JU N JU L AU G SE P OC T NO V Sv s iz e 23 1 0 25 2 0 20 6 0 17 9 0 33 9 0 52 0 23 7 0 23 6 0 28 8 0 20 6 0 19 0 0 24 1 6 0 81 0 14 9 0 33 0 30 7 0 14 9 0 32 8 0 18 5 0 14 6 0 29 0 50 0 14 5 8 0 31 8 0 36 7 0 13 7 0 36 9 0 13 0 37 8 0 67 0 0 69 6 0 34 9 0 36 8 0 36 6 5 0 41 7 0 50 5 0 27 8 0 38 9 0 35 0 64 0 20 6 9 0 30 6 0 45 3 0 45 1 6 0 10 0 90 0 20 0 35 5 0 39 9 0 87 9 0 21 0 97 2 0 11 7 0 0 71 1 0 28 7 4 0 23 5 9 0 57 0 24 2 6 0 53 0 55 0 19 8 0 58 0 37 3 0 10 5 0 10 1 0 90 0 13 4 0 11 7 0 11 2 7 0 95 0 85 0 83 0 19 3 7 0 13 8 0 97 0 23 5 0 83 6 0 83 6 0 37 7 7 0 23 8 3 0 61 6 1 0 43 5 0 15 0 2 0 10 1 1 0 71 0 0 40 6 0 50 2 0 41 6 0 49 8 2 0 24 0 0 24 0 0 14 0 37 0 15 0 16 0 94 0 72 0 15 1 0 42 0 27 3 0 33 7 0 40 0 39 2 0 10 1 0 51 0 15 3 0 65 0 13 0 84 0 17 0 53 0 86 0 22 0 25 0 27 0 91 0 25 0 18 3 0 16 1 0 20 4 0 21 6 0 78 9 0 24 0 35 0 15 0 36 0 10 0 64 0 23 0 92 0 13 2 0 41 2 0 44 4 0 34 4 0 42 2 0 19 8 2 0 53 2 0 39 5 0 45 3 1 0 44 0 31 0 24 1 0 17 0 10 0 34 9 0 22 7 0 36 0 0 34 8 0 23 9 0 35 0 21 9 0 14 2 8 0 20 0 25 0 Pa g e 6 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: \ a j m o 1 \ ' . _ dc t s \ S R I S t u d l e s I I P U C 0 6 1 1 1 5 1 5 S o u r c e f i l e s \ 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N . xl s Ac c t . 23 0 23 1 23 4 23 5 23 6 23 7 23 8 23 9 24 0 24 3 ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 1 & 2 1 I I 3 / 2 0 0 6 Un i t 20 0 5 S. JA N MA R AP R MA Y JU N JU L AU G SE P OC T NO V 20 0 5 1 2 Mo n t h DE C T o t a l s :s v s Iz e 1 1 9 1 5 5 0 82 3 0 96 6 0 20 9 4 4 0 TO T A L ## # # # # # # Pa g e 7 o f 7 P a g e s 11 / 1 3 / 2 0 0 6 C: l a j r n o 1 \ r . .s I S R I S l u d i o s I i P U C 0 6 1 1 1 5 1 5 S o u r c o l i l o s l 2 1 M o n t h l y C o n s u m p t i o n D a t a l W A T E R C O N S U M P T I O N , xls ST O N E R I D G E W A T E R C O M P A N Y Wa t e r C o n s u m p t i o n Ro u t e 3 4 5 6 8 Ac c t . Un i t Si z e Ja n . Fe b . Ma r c h Ac r i l Ma y Ju n e Ju l y Au a u s t Se c t . Oc t . No v . De c . co m 25 0 0 0 25 0 0 0 25 0 0 0 25 0 0 0 50 0 0 0 50 0 0 0 50 0 0 0 10 0 0 0 0 50 0 0 0 25 0 0 0 25 0 0 0 50 0 0 0 co m 50 0 0 50 0 0 50 0 0 50 0 0 10 0 0 0 10 0 0 0 10 0 0 0 20 0 0 0 10 0 0 0 50 0 0 50 0 0 10 0 0 0 co m 50 0 0 50 0 0 50 0 0 50 0 0 10 0 0 0 10 0 0 0 10 0 0 0 20 0 0 0 10 0 0 0 50 0 0 50 0 0 10 0 0 0 co m 19 9 0 30 4 0 27 6 0 33 6 0 27 0 0 34 6 4 0 31 5 9 0 65 5 4 0 54 9 7 0 38 8 5 0 27 8 0 17 3 0 co m 36 0 0 19 2 0 52 0 12 4 0 29 1 0 0 14 5 0 0 61 6 0 87 3 0 12 2 6 0 70 4 0 44 6 0 72 3 0 Ir r i a a t i o n 45 0 0 0 0 0 90 0 0 0 0 0 13 5 0 0 0 0 0 13 5 0 0 0 0 0 45 0 0 0 0 0 re s 42 0 0 0 48 4 0 0 16 3 0 0 91 0 0 0 57 0 0 0 91 0 0 0 15 4 0 0 0 24 5 0 0 0 25 5 0 0 0 13 1 0 0 0 60 0 0 0 40 0 0 0 re s 44 0 0 0 12 0 0 0 45 0 0 0 62 0 0 0 52 0 0 0 76 0 0 0 10 9 0 0 0 15 2 0 0 0 12 1 0 0 0 98 0 0 0 56 0 0 0 49 0 0 0 re s 28 0 0 0 33 0 0 0 70 0 0 59 0 0 0 45 0 0 0 65 0 0 0 99 0 0 0 13 7 0 0 0 11 3 0 0 0 89 0 0 0 54 0 0 0 46 0 0 0 re s 43 0 0 0 49 0 0 0 46 0 0 0 21 0 0 0 60 0 0 0 81 0 0 0 94 0 0 0 15 2 0 0 0 12 5 0 0 0 11 0 0 0 0 68 0 0 0 41 0 0 0 co m 75 0 0 0 71 0 0 0 50 0 0 0 75 0 0 0 12 8 0 0 0 66 0 0 0 78 0 0 0 93 0 0 0 55 0 0 0 44 0 0 0 41 0 0 0 89 0 0 0 co m 24 0 0 14 5 0 0 15 5 0 0 21 6 0 0 19 0 0 77 4 0 0 16 3 5 0 0 15 1 4 0 0 34 3 0 0 15 0 0 10 0 0 Pr o Ma i n t Re c ,. , 13 / 2 0 0 6 12 M o n t h To t a l s 50 0 0 0 0 10 0 0 0 0 10 0 0 0 0 24 3 9 5 0 96 7 6 0 45 0 0 0 0 0 0 12 3 0 7 0 0 87 6 0 0 0 77 5 0 0 0 89 0 0 0 0 86 5 0 0 0 48 5 0 0 0 To t a l 51 1 6 2 4 1 0 Pa g e 1 o f 1 P a g e s C;lajmo1\ProjectsISRIStudiesIIPUC 06111515Source files122 Proposed RateslO galions06111 O.xls 11/13/2006 11 :04 AM STONERIDGE WATER COMPANY 2006 RATE STUDY Rates Customer Class 461.1 Metered Sales to Residential Class Residential SR Residential HVR Residental - Timeshare 461.2 metered sales to commercial Class Commercal - CDS Commercal - Timeshare 465 Sales to Irrigation Customers Golf Course Irrigation Total consumed Reconnect fee Overage included in base rate Irrigation Discount Residential SR Residential HVR Residental - Timeshare Commercal - CDS Commercal - Timeshare Golf Course Irrigation Number of Annual Usage cust. Overage Rate Base Periods Charge per Year Gallons $/1000 gal $/Mo 267 730 117 091 790 101 771 700 143 040 710 350,000 45,000,000 521 930 369 266. gallons 00% 67 $38. 67 $38. 67 $38. 67 $38. 67 $38. 67 $38. Base Charge overage Income Income Totallncome 869 $ 53,352 58,221 091 $ 46,056 147 527 $ 67,488 70,015 697 280 977 905 912 817 30,150 456 30,606 215,784 215,359 Total Income from water sales required income from sales JAMES A SEWELL AND ASSOCIATES Consulting Engineers Page 1 of 1 Pages Spokane, Washington jolmstead(g)jasewell.com ~~~ STONE RIDGE StoneRidge Utility November 8, 2006 StoneRidge Utility Water Connections Fees Currently StoneRidge Utility is faced with two types of water connections costs: 1. The installation of a water meter where the curb stop has been installed at the property line by the owner or developer (new development). This process includes parts and materials for the meter and labor to do the installation. Parts and materials are approximately $500 to $700 depending on piping size. mstallation is $500 to $800 depending on the location and depth of service. 2. The installation of the water meter where no curb stop has been installed to the property line (old development and HVR). With this scenario there is other cost associated with the installation prior to the above costs of the actual meter installation. There are costs of locating the distribution line, costs to cut or boar the roadway, costs to tap the line and cost to connect the tap to the shut-off. Over the past 2 years these costs have varied from $800 to $2300 plus the meter costs above. Based on the above costs StoneRidge Utility requests they be allowed to charge $1200 to cover the average costs for parts and installation of a % inch water meter and stop and waste valve. With the uncertainty of costs for additional work associated with some hook-ups, and to insure rate payers do not end up subsidizing these costs, we are requesting StoneRidge Utility be allowed to bill for time and materials associated with any additional costs required to install a % inch water meter and stop and waste valve. These estimates are based off of actual 2004, 2005 and 2006 cost submitted by Bellomy Excavation, the subcontractor for StoneRidge Utility, providing installation and materials associated with residential water meter installations. Wayne Benner Development Director StoneRidge Utility C:\ajrn01\ProjecI515RI5tudle511PUC 061115\550uroe file5\22 Prop05ed Rale510 9allon506111 0..15 11/13/200611:10 AM STONERIDGE WATER COMPANY Expenses I 2005 Actual Estimated 2007 Subtotal 2007 IPUC EXPENSE ACCOUNTS FOR STONERIDGE UTILITIES LLC-WATER 601 .6 Labor O&M 491 .000. 601.Labor A&G 350.500. 604 Emplovee Pensions 010.500. 615-16 Power Purchased 991.20,000. 618 Chemicals 620.6 Materials & Supplies O&M 10,580.500. 620.8 Materials & Supplies A&G 631-Professional Services 138.200. 635 Water Testina 643.000. 636 Contract Services 11 ,492.000. 650 Transportation 511.000. 656-Insurance 967.200. 666 Rate Case Expense (Amortization)000. 667 Reaulatorv Comm Exp 675 Misc.60.44 100. 408.10 Reaulatorv 408.11 PropertY Taxes 2,427.000. 408.12 Payroll Taxes 626.000. 408.13 Other Taxes TOTAL EXPENSE FROM OPERATIONS 88,289.125,000. Debt HVR Phase I SRLF - HVR customers 278,000 Prin & Int 002 002 Ann Interest Rate yrs Collect 1 vrs payment in first 5 vrs 20%Bond Reserve 3,400 3,400 Phase II SRLF - all customers 160,457 Prin & Int 813 813 Ann Interest Rate yrs Collect 1 vrs payment in first 5 vrs 20%Bond Reserve 963 963 Rate Base (See Rate Base Worksheet) Total Plant in Use 436,171 Prior years Depreciation 152 413,019 Rate of Return 11%45,432 403 Current year Amortization/Depreciation 152 Total Expenses 225,761 JAMES A SEWELL AND ASSOCIATES Consulting Engineers Page 1 of 1 Pages Spokane, Washington jolmstead(g)jasewell.com G:\ajmo1\ProjectsISRIStudiesIIPUG 06111515Source files\22 Proposed RateslO galions06111 O.xls 11/13/200611 :12 AM STONERIDGE WATER COMPANY 2006 RATE STUDY Income 2005 Actual Projected 2007 Total Expenses 225,761 Income from HVR Surcharge for Phase I (17 002) (3,400) Income from Phase II included in expenses 271 Income from hookups Income from hookups, (equal to expenses)10,475 10,000 Required Operating Income 215,359 461.1 Metered Sales to Residential Class Residential SR $30,260 58,221 Residential HVR $26,968 147 Residental - Timeshare $3,532 70,015 461.2 metered sales to commercial Class Commercal - CDS 512 977 Commercal - Timeshare $885 817 465 Sales to Irrigation Customers Golf Course Irrigation $19,500 30,606 Projected Operating Income 657 215,784 HVR Surcharge for Phase I Required income Collect 1 yrs payment in first 5 yrs Princpal & IntE $ Bond ReseN' $ 002 400 20,402 Number of customers 101 Monthly surcharge for Phase I per month 16. JAMES A SEWELL AND ASSOCIATES Consulting Engineers Page 1 of 1 Pages Spokane Washington jolmstead(g)jasewell.com STONERIDGE WATER COMPANY 2006 RATE STUDY Revenue Requirement 6015 Administrative Staff a. 2005 actual $6 185 b. 2007 Revenue requirement = $7 000 c. Salary expenses are expected to increase at a rate of 6-8 % per year. The salary expense was increased at a rate of 6% per year for two years. d. This full time position is split evenly between the water and sewer utilities. 6018 6024 6025 6050 Development Manager a. 2005 actual $7 350 b. 2007 Revenue Requirement = $8 500 c. Salary expenses are expected to increase at a rate of 6-8 % per year. expense was increased at a rate of 7.5 % per year for two years. d. This is a part time supervisory position. The salary Back up assistant a. 2005 actual $6 182 b. 2007 Revenue Requirement = $15 000 c. Salary expenses are expected to increase at a rate of 6-8 % per year. This position was filled by two different individuals for a total of less than 8 months during the year 2005. Currently this position is a full time position, split evenly between water and sewer utilities. Water Superintendent a. 2005 actual $16 000 b. 2007 Revenue Requirement = $20 000 c. The salary expenses for this position are expected to increase faster than normal because the qualifications and responsibilities of this position are changing. The addition of the Happy Valley Ranchos service territory has increased the complexity and number of customers being served. The position has been expanded to include the supervision of back up assistant and more temporary contractors. Bonuses a. 2005 actual $2 250 b. 2007 Revenue Requirement = $3 000 c. This item has been increased at a rate of 9% per year. C:\ajrno1\ProjectsISRIStudies\IPUC 061115\550urce f1Ies123 Finance DataIRevenue Requirernent4.doc James A. Sewell and Associates Consulting Engineers Spokane, Washington jolmstead(!j)jasewell.com STONERIDGE WATER COMPANY 2006 RATE STUDY 6055 Payroll Taxes a. 2005 actual $3 626 b. 2007 Revenue Requirement = $4 000 c. This item has been increase at 5% per year. increased payroll. This item is increasing with the 6056 Payroll processing fees a. 2005 actual $192 b. 2007 Revenue Requirement = $300 c. These fees are expected to increase $100 during the next two years. 6057 Workers Comp a. 2005 actual $1 087 b. 2007 Revenue requirement = $1 200 c. These fees are expected to go up with the increase in payroll costs. 6060 Employee Ins./benefits a. 2005 actual $3 010 b. 2007 Revenue Requirement = $3 500 c. These costs are expected to increase slightly faster than the payroll costs. 6063 401k employer matching a. 2005 actual $1 320 b. 2007 Revenue Requirement = $1 500 c. These costs are expected to increase as the payroll cost increase. 6201 Education I training a. 2005 Actual $474 b. 2007 Revenue requirement = $1 000 c. The number of full time employees has increased as has the complexity of the system, so it is expected that the amount spent on training will double. 6204 Legal a. 2005 Actual $139 b. 2007 Revenue requirement = $200 c. The budget has been increased $60. 6223 Office supplies a. 2005 Actual $339 b. 2007 Revenue requirement = $500 C:\ajrnol\ProjectslSRIStudieslIPUC 06111515Source files\23 Finance DataIRevenue Requirernent4.doc James A. Sewell and Associates Consulting Engineers Spokane, Washington jolmstead(g)jasewell.com 6229 6234 6234 6283 6291 6308 STONERIDGE WATER COMPANY 2006 RATE STUDY c. The budget has been increased $160. Better operation of the system will require better record keeping. Telephone Water a. 2005 Actual $743 b. 2007 Revenue requirement = $1 000 c. The additional employee is requiring additional communications expenses. Postage a. 2005 actual $758 b. 2007 Revenue requirement = $1 000 c. The number of customers is expected to increase 20% each year. The increase is 15% per year for both the increase in the number of customers and the increase in rates. Vehicle allowance a. 2005 actual $511 b. 2007 Revenue requirement = $3 000 c. The cost of operating the vehicle was not correctly reported in 2005. Currently the water and sewer system share the use of two pickups, and will be adding a utility vehicle to the fleet. Other divisions within Stoneridge have been carrying the cost of the vehicles and in effect subsidizing the water and sewer systems. The allowance for operating the vehicles has been increased to reflect the full cost of ownership of this three vehicle fleet. Entertainment a. 2005 actual $8 b. 2007 revenue requirement = $0 Ownership costs a. 2005 actual $53 b. 2007 Revenue Requirement = $100c. E1ectricitylGas a. 2005 actual $12 991 b. 2007 revenue requirement = $20,000 c. The supplier of electricity to Stoneridge has already announced a 20% increase in the cost of electricity. The revenue requirement has been raised 25% each year due to the uncertainty of future power costs. C:\ajrnol\Projectsl5RlStudieslIPUC 061115\550urce fIles\23 Finance DataIRevenue Requirernent4.doc James A. Sewell and Associates Consulting Engineers Spokane, Washington jolmstead(g)jasewell.com 6856 6862 6866 6875 8100 8106 STONERIDGE WATER COMPANY 2006 RATE STUDY Water Hook ups a. 2005 actual $11,477 b. Revenue requirement = $10 000 c. This value has been set to equal the revenue from hook ups. If the number of hook ups changes, the cost and income should change together to net a zero expense. R & M Water system a. 2005 actual $7,639 b. 2007 revenue requirements = $10 000 c. Spending for repairs and maintenance has been increased 15% per year. The level of spending for maintenance and repairs for the HVR portion has been at minimum levels for a number of years. The HVR system needs to be brought up to the level of maintenance equal to the original Stoneridge system. The system has been upgraded to provide a safer, more reliable system. The cost of maintenance is expected to increase for a few years before leveling off. Water testing a. 2005 actual $643 b. 2007 revenue $1 000 c. The cost of testing has been increased $357. This brings the cost of testing closer to the average cost. Testing costs vary from year to year, depending on which testing is required each year. Testing for all contaminates is not done every year. Outside services a. 2005 actual $0 b. 2007 revenue requirements = $4 000 c. The water system has been using the backhoe owned by other divisions of Stoneridge and not been paying for the use of this equipment. In the future the water utility needs to pay for the use of a backhoe from the other Stoneridge divisions or rent backhoe services from an independent operator. Real Estate Taxes a. 2005 actual $2,427 b. 2007 Revenue requirements = $5 000 c. The real estate taxes in north Idaho have been increasing upwards of 25%. It has been assumed that the taxes will increase at a rate of 11 % per year. C:\ajrnollProjeclsISRlStudiesIIPUC 061 1 15\5Source flles\23 Finance DataIRevenue Requirernent4.doc Licenses & Fees James A. Sewell and Associates Consulting Engineers Spokane, Washington jolmstead(g1jasewell.com 8140 STONERIDGE WATER COMPANY 2006 RATE STUDY a. 2005 actual $627 b. 2007 revenue requirement = $1 000 c. The licenses and fees have been increased $373. Property insurance a. 2005 actual $1 967 b. 2007 revenue requirement = $2 200 c. It has been assumed that the cost of insurance will increase at a rate of 6% per year. C:\ajrnol\ProjectsISRIStudiesIIPUC 061115\5Source f1Ies123 Finance DataIRevenue Requirernent4.doc James A. Sewell and Associates Consulting Engineers Spokane, Washington jolmstead(1Yjasewell.com CASE NO. SWS-O6- CDS STONERIDGE UTIL TIES LLC' LIST OF CUSTOMERS AND TWO BILLING SAMPLES WERE NOT SCANNED FOR PRIVACY REASONS ~~~ STONE RIDGE StoneRidge Utilities O. Box 298 Blanchard, ID 83804 (208) 437-3148, Ext. 21 or 37 Keith Rusho, Utilities Operator (208) 437-0370 Customer: Acct. #: Address: Date INITIAL N QTI CE DELINQUENT WATER BILL You are hereby notified that you are delinquent in the payment of charges for water service provided by StoneRidge Utilities. Our records indicate that the balance of your account now stands at ill accordance with IDAPA 31.21.01 , Rule 305, if this balance is not paid or if payment arrangements are not made by the of , your WATER SERVICE WILL BE DISCONNECTED WITHIN SEVEN DAYS AFTER THAT DATE. To avoid termination, please make payment in full or contact us at (208) 437-3148 to make arrangements for payment. Termination may be delayed by: 1.) Providing a physician s certificate to the existence of a medical emergency. ) An informal or formal complaint concerning termination may be filed with the utility or the Commission. Service will not be terminated on the ground relating to the dispute between the customer and the utility before resolution of the complaint. Idaho Public Utilities Commission, P.O. Box 83720 Boise, ill. 83720 - 1-800-432-0369. Termination of service in no way relieves you of your obligation to pay for all services prior to termination. There will be a $50.00 charge for restoration of service. StoneRidge Utilities will assist you in making arrangements that do not require immediate payment in full if TOU contact us at (208) 437-3148. ~~~ STONE RIDGE StoneRidge Utilities O. Box 298 Blanchard, ill 83804 (208) 437-3148, Ext. 21 or 37 Keith Rusho, Utilities Operator (208) 437-0370 Customer: Acct. #: Address: Date FINAL NOTICE DELINQUENT WATER BILL You are hereby notified that you are delinquent in the payment of charges for water service provided by C;-;toneRidge Utilities. Our records indicate that the balance of your account now stands at In accordance with IDAPA 31.21.01 , Rule 305, if this balance is not paid or if payment arrangements are not made by the of , your WATER SERVICE WILL BE DISCONNECTED WITIDN 24 HOURS. To avoid termination, please make payment in full or contact us at (208) 437-3148 to make arrangements for payment. Tennination may be delayed by: 1.) Providing a physician s certificate to the existence of a medical emergency. ) An informal or fonnal complaint concerning termination may be filed with the utility or the Commission. Service will not be terminated on the ground relating to the dispute between the customer and the utility before resolution of the complaint. Idaho Public Utilities Commission, P.O. Box 83720 Boise, ID. 83720 - 1-800-432-0369. Tennination of service in no way relieves you of your obligation to pay for all services prior to tennination. There will be a $50.00 charge for restoration of service. "toneRidge Utilities will assist you in making arrangements that do not require immediate payment in full if ou contact us at (208) 437-3148. ~~~ STONE RIDGE StoneRidge Utility March 1, 2006 GENERAL POLICY FOR THE CONTROL OF BACKFLOW AND CROSS CONNECTIONS 1. Purpose of Policy . To protect the safe drinking water supply of STONERIDGE UTILITY LC. from the possibility of contamination or pollution by requiring compliance with state and local plumbing codes. health regulations. osha and other applicable industry standards for water system(s) or private water system(s).Compliance with these minimum safety codes will be considered reasonable vigilance for prevention of contaminants or pollutants which could backflow into the public water systems: and . To promote reasonable elimination or control of cross connections in the plumbing fixtures and industrial piping system(s) of the consumer as required by state and local plumbing codes. health regulations. osha and other applicable industry standards to assure water system safety: and . To provide for the administration of a continuing program of backflow prevention which will systematically and effectively prevent the contamination or pollution of all drinking water systems. 2. STONERIDGE UTILITY LC. Responsibility . STONERIDGE UTILITY Lc. shall be responsible for the protection of the drinking water distribution system from foreseeable conditions leading to the possible contamination or pollution of the drinking water system due to the backflow of contaminants or pollutants into the drinking water supply. Drinking water system surveyslinspections of the consumer s water distribution system(s) shall be conducted or caused to be conducted by individuals deemed qualified by and representing STONERIDGE UTILITY LC. Survey records shall indicate compliance with the aforementioned health and safety standards. All such records will be maintained by STONERIDGE UTILITY Lc. . STONERIDGE UTILITY LC. shall notify in writing, all consumers of the need for the periodic system survey to insure compliance with existing applicable minimum health and safety standards. Selection of an approved backflow prevention assembly for containment control required at the service entrance shall be determined from the results of the system survey. No water service connection to any premises shall be installed or maintained by the STONERIDGE UTILITY L.C. unless the water supply is protected as required by State laws, regulations, codes, and this policy. Service of water to a consumer found to be in violation of this policy shall be discontinued by the water purveyor after due process of written notification of violation and an appropriate time suspense for voluntary compliance, if (1) A backflow prevention assembly required by this policy for control of backflow and cross connections is not installed, tested, and maintained, or (2) If it is found that a backflow prevention assembly has been removed or by-passed, or (3) If an unprotected cross connection exists on the premises, or (4) If the periodic system survey has not been conducted. (Service will not be restored until such conditions or defects are correct. ) The customer s system(s) shall be open for inspection at all reasonable times to authorized representatives of the water purveyor to determine whether cross connections or other structural or sanitary hazards, including violation of this policy exist and to audit the results of the required survey. Whenever the public water purveyor deems a service connection s water usage contributes a sufficient hazard to the water supply, an approved backflow prevention assembly shall be installed on the service line of the identified consumer s water system, at or near the property line, or immediately inside the building being served; but, in all cases, before the first branch line leading off the service line. The type of protective assembly required shall depend upon the degree of hazard which exists at the point of cross connection (whether direct or indirect), applicable to local and state requirements or resulting from the required survey. All presently installed backflow prevention assemblies which do not meet the requirements of this section but were approved assemblies for the purposes described at the time of installation and that have been maintained, may be excluded from these rules so long as the water purveyor is assured that they will satisfactorily protect the public water system. Whenever the existing assembly is moved from the present location or, requires more than minimum maintenance or when the water purveyor finds that the operation or maintenance of this assembly constitutes a hazard to health, the unit shall be replaced by an approved backflow prevention assembly meeting the local and state requirements. It shall be the responsibility of the consumer at any premises where backflow prevention assemblies are installed to have certified surveylinspections, and operational tests made at least once per year at the consumer s expense. In those instances where the Public Water Purveyor deems the hazard to be great, he may require certified surveyslinspections and test at a more frequent interval. It shall be the duty of the Public Water Purveyor to see that these tests are made according to the standards set forth by the State and local regulations. No backflow prevention assembly shall be installed so as to create a safety hazard. Example: Installed over an electrical panel, steam pipes, boilers, pits, or above ceiling level. If violations of this policy exist or if there has not been any corrective action taken by the consumer within 10 days of the written notification of deficiencies noted within the survey, then the Public Water Purveyors shall deny or immediately discontinue service to the premises by providing a physical break in the service line until the customer has corrected the condition(s) in conformance with the State and local statutes relating to plumbing, safe drinking water ~upplies and the regulations adopted pursuant thereto. 3. Consumer s Responsibility To comply with this policy as a tenn and condition of supply and consumer acceptance of service is admittance of his/her awareness. It shall be the responsibility of the consumer to purchase, install, test and maintain any backflow prevention devicelassembly required to comply with this policy. 4. Plumbing Official Responsibility The plumbing official's responsibility to enforce the applicable sections of the plumbing code begins at the point of service (downstream or consumer side of the meter) and continues throughout the developed length ofthe consumer s water system. The plumbing official will review all plans to ensure that unprotected cross connections are n01an integral part ofthe consumer s water system. If a cross connection cannot be eliminated, it must be protected by the installation of an air gap or an approved backflow prevention devicelassemb1y in accordance with the State Plumbing Code. Water vacating the drinking water supply must do so via approved air gap or approved mechanical backflow prevention assembly, properly installed and in accordance with the State Plumbing Code. 5. Certified Backflow Assembly Technicians, Surveyors or Repair Persons Responsibilities: A Certified Technician shall perfonn all tests of the mechanical devices/assemblies and be responsible for the competence and accuracy of all tests and reports. They shall be equipped with, and be competent to use, all necessary tools, gauges, and other equipment necessary to properly test, and maintain backflow assemblies. Whether employed by the consumer or a utility to survey, test, or maintain backflow prevention assemblies the Certified Backflow Technicians, Surveyors or Repair Persons will have the following responsibilities. Insuring acceptable testing equipment and procedures are used for testing, repairing or overhauling backflow prevention assemblies. Insuring such testing and/or repair is reported to the consumer and water purveyor. The report shall include the list of materials or replacement parts used. Insuring replacement parts are equal in quality to parts originally supplied by the manufacturer of the assembly being repaired. Insuring that there is no change in the design, material or operational characteristics of the assembly during testing, repair or maintenance. Insuring their license is current, the testing equipment being used is acceptable to the state, and is in proper operating condition. The Certified Technician conducting the test must tag each double check valve pressure vacuum breaker, reduced pressure backflow assembly and high hazard air gap, showing the serial number, date tested and by whom. In the case of a consumer requiring a commercially available technician, any certified technician is authorized to make the test and report the results of that test to the consumer and water purveyor. DEFINITIONS FOR THE CONTROL OF BACKFLOW AND CROSS CONNECTIONS Water Purveyor: STONERIDGE UTILITY Lc., is invested with the authority and responsibility for the implementation of an effective cross connection control program and for the enforcement of the provisions of this policy. Approved Backflow Assembly: Accepted by the Department of Health, Bureau of Drinking WaterlSanitation, as meeting an applicable specification or as suitable for the proposed use. Auxiliary Water Supply: Any water supply on or available to the premises other than the purveyor s public water supply will be considered as an auxiliary water supply. These auxiliary waters may include water from another purveyor s public potable water supply or any natural source(s) such as a well, spring, river, stream, harbor, etc, or "used waters or "industrial fluids . These waters may be contaminated or polluted or they may be objectionable and constitute an unacceptable water source over which the water purveyor does not have authority for sanitary control. Backflow: The reversal of the normal flow of water caused by either backpressure or back-siphonage. Back-Pressure: The flow of water or other liquids, mixtures, or substances into the distribution pipes of a feeding distribution pipes of a potable water system from any source(s) other than the intended source. Back-Siphonage: The flow of water or other liquids, mixtures, or substances into the distribution pipes of a potable water supply system from any source(s) other than the intended source, caused by the reduction of pressure in the potable water supply system. Backflow Prevention assembly: An assembly or means designed to prevent backflow. Specifications for backflow prevention assemblies are contained within the Uniform Plumbing Code Chapter 6 and IDAP A 58.01.08. Contamination: Means a degradation of the quality of the potable water supply by sewage, industrial industrial fluids or waste liquids, compounds or other materials. Cross Connection: Any physical connection or arrangement of piping or fixtures, which may allow non-potable water or industrial fluids, or other material of questionable quality to come in contact with potable water inside a distribution system. This would include any temporary connections, such as swing connections, removable sections, four way plug valves, spools, dummy sections of pipe, swivel or change-over devices or sliding multiport tubes or other plumbing arrangements. Cross Connection-Controlled: A connection between a potable water system and a non-potable water system with an approved backflow prevention assembly properly installed and maintained so that it will continuously afford the protection commensurate with the degree of hazard. Cross Connection-Containment: The installation of an approved backflow assembly at the water service connection to any customer s premises where it is physically and economically infeasible to find and permanently eliminate or control all actual or potential cross connections within the customer s water system; or, it shall mean the installation of an approved backflow prevention assembly on the service line leading to and supplying a portion of a customer s water system where there are actual or potential cross connections which cannot be effectively eliminated or controlled at the point of the cross connection (isolation). MODIFICATIONS TO TARIFF Residential Customers (including the time share and condo dwelling units) Customers Charge:$38.00 per month per dwelling unit Commodity Charge $0.67 per 1 000 gallons for all consumption Commercial Customers Customers Charge:$38.00 per month per unit Commodity Charge: $0.67 per 1 000 gallons for all consumption Irrigation Customers Charge:$38.00 per month Commodity Charge: $0.67 per 1 000 gallons for all consumption Non-Recurring Charges Re-Connect Fees: During Office Hours (requires 24 hr notice for service): $278. (Equal to 6 month's base charges plus $50.00) After Office Hours (requires 48 hr notice for service): $328. (Equal to 6 month's base charges plus $100.00) Hookup Charge for New Water Service Connection: A non-refundable hook-up fee of $1200.00 shall be charged for parts and labor to install a curb stop and % inch water meter. Cost for Additional work, including larger meters, shall be the responsibility of the Customer and mutually agreed to in writing prior to installation. GENERAL RULES & REGULATIONS FOR SMALL WATER UTILITIES 2. DEFINITIONS 5 DELETE "Connection or Hook-Up Fee ----non-recurring charge paid by a Customer requesting service for partial or full recovery of the Company s cost of providing a new service connection" and ADD" Connection or Hook- ----- one time connection to the Utility s supply line consisting of a water meter and stop and waste valve on the customers side of the water meter. Said meter and valve and the operation of such are the responsibility of the Utility Company. Any unauthorized use of or shutting off of valves is strictly prohibited. 18 ADD "Irrigation Charges Irrigation services may be discontinued disconnected or regulated by the Utility Company if determined necessary for the Utility Company to insure water availability for the Residential, Time Share and Commercial Users. 3. SERVICE FOR NEW CUSTOMERS 2 DELETE may " ----- ADD "shall 5 (e) ADD..... ofthe Company or State 6. BILLING AND PAYMENT 2 ADD.. ..app1icable rate schedule , " or weather related / emergency issues take precedence 7. METERING 2 ADD...... obtaining meter readings making repairs or winterizing 6 ADD.. ...prevention of fraud "or water leakage 8. CUSTOMER PLUMBING AND APPLIANCES 8.3 ADD.... ..shutting offthe water "by the Customer .... for. ADD A stop-and-waste valve will be installed on the customer s side of the water meter as part of the water meter installation. Shutting off said valve or water meter is prohibited by anyone other than an authorized agent of the Utility Company. 6 DELETE Section and ADD "NO other water supply of any source shall be connected to the Customers system. " The Utility Company may require an approved backflow device be installed at the service connection or another location to prevent contamination ofthe Utility s Water Supply. if determined necessary by the Utility Company. The cost of installation and maintenance of a backflow device shall be the responsibility of the Customer. 9. INST ALLA TION OF SERVICE CONNECTIONS 9.3 DELETE SECTION and ADD.. ..NEW "All costs for Installation of Service Connections will be paid prior to installation. Fees and completed applications shall be submitted to the Utility Company a minimum of 30 days prior to the requested installation. Fees and applications must be accompanied with an approved building location or building permit issued by Bonner County. 9.4 ADD.. ...NEW The cost for any additional services. work or parts except those associated with the installation of a stop and waste valve and % inch water meter shall be the responsibility of the Customer 11. DISCONNECTION AND RECONNECTION OF SERVICE 11.5 ADD... ..for maintenance expansion or change of ownership .... and 12. EXTENSION OF WATER MAINS 12.1 ADD.....material basis extensions for a specific customer. shall be done at the customer s expense as mutually agreed upon by the Customer and the Utility Company 13. MISCELLANEOUS 13.1 DELETE....or tape for more than (1) week without the written permission and consent of the Company" and ADD.. ..her water service "at any time 13.2 ADD.. ..case of emergency or unless authorized by the Utility Company 13.4 ADD.. ..shortage of water or as requested by any outside Agencies 13.5 ADD... ..all parties concerned "and a reconnect fee paid in full 13.7 ADD.....the Company s property "including performing a disconnection and/or reconnection 13.11 ADD Where a Home Owners Association is put in place to govern the operations of a multiple number of Units and the Home Owners Associations chooses to collect dues to pay for utilities. the Utility Company may submit one billing to the Association which shall include Customer Charges equivalent to the number of units within the Association and Commodity Charge equivalent to the number of units within the Association plus any Commodity Charge that may be assessed to cover common area water usages.