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2005-177-Minutes for Meeting January 25,2005 Recorded 3/16/2005COUNTY OFFICIAL / NANCYUBLANKENSHIP, COUNTY CLERKDS V 2005.177 COMMISSIONERS' JOURNAL 03/16/2005 10;33;44 AM IIIIIII 1111111111111 IIII 2005-177 DESCHUTES COUNTY CLERK CERTIFICATE PAGE t C This page must be included if document is re-recorded. Do Not remove from original document. 0-T E S G Z? w { Deschutes County Board of Commissioners 1300 NW Wall St., Bend, OR 97701-1960 (541) 388-6570 - Fax (541) 385-3202 - www.deschutes.ory, MINUTES OF DEPARTMENT UPDATE - FAIRGROUNDS & EXPO CENTER DESCHUTES COUNTY BOARD OF COMMISSIONERS TUESDAY, JANUARY 25, 2005 Commissioners' Conference Room - Administration Building - 1300 NW Wall St.., Bend Present were Commissioners Michael M. Daly, Tom De Wolf and Dennis R. Luke. Also present were Mike Maier, County Administrator; Dan Despotopulos, Fair & Expo Center Director; Susan Ross, Commissioners' Office; and David Evans of David Evans & Associates. No representatives of the media or other citizens were present. The meeting began at 1: 30 p. m. Copies of the agenda and additional backup documents are attached for reference. Discussion took place regarding the need to replace the well located in the Center Circle of the Fairgrounds, which is officially a County park. Several options were presented, and the Commissioners indicated option #2 was their preference. (This option is to identify potential water bearing strata beneath the existing well, and deepen the well bore) They indicated this issue should also be brought before the Fair Board. LUKE: Move approval of Option #2. DALY: Second. VOTE: LUKE: Yes. DALY: Yes. DEWOLF:Chair votes yes. Minutes of Department Update - Fairgrounds & Expo Center Tuesday, January 25, 2005 Page 1 of 2 Pages The group then reviewed the Fair & Expo Center's goals for Fiscal Year 2004-05 and goals for Fiscal Year 2005-06. Also discussed was bus transportation for the 2005 County Fair. Mr. Despotopulos was advised to submit an application to the Board for lottery grant dollars to cover this service to the public. Being no further items addressed, the meeting adjourned at 2:25 p.m. DATED this 25th Day of January 2005 for the Deschutes County Board of Commissioners. Tom DeWolf, C air M. Daly ommissioner ATTEST: Recording Secretary Dennis R. Luke, Commissioner Minutes of Department Update - Fairgrounds & Expo Center Tuesday, January 25, 2005 Page 2 of 2 Pages Message Page 1 of 1 Bwnnie Baker espotopulos From: Dan D Sent: Friday, January 21, 2005 8:48 AM To: Bonnie Baker Subject: RE: Dept. Update Bonnie I have my meeting on Tuesday January 25, 2005 @ 1:30pm. Agenda: 1. Replacement of well in Center Circle(County Park) - David Pruhl from David Evans and Assoc. will be present to answer any question on the proposal to move forward. I have copies of the documents, if the BOCC needs them before the meeting (let me know?). 2. Discussion of goals for 2005-2006. 3. Misc. Thanks, Dan -----Original Message----- From: Bonnie Baker Sent: Thursday, January 20, 2005 3:38 PM To: Jenny Chocole; Mike Dugan; Dan Despotopulos; Marty Wynne; Becky Wanless; Les Stiles Subject: Dept. Update Hi, You all have regular dept. update meetings with the Commissioners next week. Please be sure to provide me with a copy of the agenda for your meeting, along with a copy of any handouts you will be giving to the Commissioners. These documents are considered public record and will be recorded, along with the minutes, with the Clerk. Thanks, bonnie 1/21/2005 DATE: December 28, 2004 TO: Dan Despotopulos DRAFT FROM: David Prull SUBJECT: Water Rights, Permit Requirments, Existing Well Conditions, Water Bearing Formations Beneath the Existing Well Hole, Evaluation of Alternatives and Recommendations for Rehabilitation PROJECT: Deschutes County Fair and Expo - Irrigation Well PROJECT NO: DESXO111 COPIES: File Summary The existing water right for the Deschutes County Fairgrounds well is 0.747 cubic feet per second (cfs). This is equivalent to 335 gallons per minute. According to Oregon Water Resources water right permit documents, the current water right was to have been surveyed and proofed by October 1, 2003. If proofing of the right has not already been submitted to the Oregon Water Resources Department, an application for time extension should be applied for. The existing pumping equipment in the irrigation well is calculated to produce approximately 370 gallons per minute (gpm) given the current drawdown of 55 feet. Additional water rights will need to be procured by the County to match the production of the pumping equipment, or the equipment should be flow controlled to match the existing water right. Additional water rights can be applied for based on the need for additional water for dust control water provided the need for additional dust control water is reasonable and justified. Additional water rights can be applied for based on additional irrigated land provided the land area is available, irrigable and delivery equipment is in place. Application for additional water right will require mitigation measures to offset the equivalent of the additional water pumped from the ground. At present, the existing Fairgrounds well produces barely enough water to supply the irrigation pump without the pump drawing air. With pumping equipment in the well producing 370 gpm, the drawdown of the water surface in the well is currently at its maximum acceptable limit (about 55 feet of drawdown). The objective of this engineering project is to rehabilitate the existing irrigation well at the Fairground site such that the well produces 425 gpm with acceptable water table drawdown. It is proposed that an acceptable drawdown is 30 feet. At this drawdown level there would be 20 feet of water over the pump bowls given the current depth of the pump equipment. If drawdown is reduced to 30 feet, we estimate the existing pump equipment will produce approximately 410 gpm. Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 2 This memo summarizes; Our investigations to identify conditions that may be constraining the production potential of the Fairgrounds irrigation well. 2. Our investigations to identify potential water bearing strata beneath the existing well should a decision be made to deepen the well bore. Evaluations of probable costs to; a. Develop the existing well in an effort to increase well production. b. Drill out the bottom of the existing well to access additional water bearing strata. c. Drill anew 10-inch diameter, 600-foot deep well at another location on the fairgrounds property. d. Drill a new 12-inch diameter, 600-foot deep well at another location on the fairgrounds property. At the time it was constructed, the existing Fairgrounds well provided 425 gpm with 34 feet of drawdown. Within a few years the drawdown increased to 55 feet while the pumping rate decreased to approximately 370 gpm. This information combined with "sanding" conditions in the well as reported by the fairgrounds staff suggests that the gravel pack around the well screen may be partially clogged with sand. A program of well development, including bailing, surging, pumping and jetting may be enough to restore the well to a satisfactory operating condition. The cost to develop the existing well for a period of eight hours is estimated to be approximately $30,000. This cost includes a budget item for rebuilding the existing irrigation pump and installing a more accurate flow meter on the pump discharge. This cost does not include the cost of removing a portion of the existing well building to provide drill rig access or the cost to rebuild the building at the completion of the work. It is expected that County crews will do this work. A rehabilitation program consisting of solely well development activities may increase well production and reduce drawdown while pumping, but results cannot be guaranteed. The existing Fairgrounds well is constructed to 452 feet below ground surface. Water bearing sand, cinders, gravel and rock serving this well are generally located between 360 feet and 452 feet below ground surface. Based on nearby well log data there is likely to additional water bearing layers of sand, cinders, gravel and rock to approximately 700 feet below ground surface. Should the existing well hole be extended downward, additional water production and reduced drawdown is likely. Referencing the nearby Juniper Golf Course well log, extending the well hole to a depth of only 600 feet is likely to increase well production and decrease drawdown while pumping. The cost of extending the well to a depth of 600 feet is estimated to be approximately $100,000. This cost does not include the cost of removing a portion of the existing well building to provide drill rig access or the cost to rebuild the building at the completion of the work. The estimate includes the cost of pump rebuild and installation of a new flow meter. A rehabilitation program consisting of deepening the existing well to 600 feet plus well development activities is likely to increase well production and reduce drawdown while pumping. The actual results of this work cannot be guaranteed. Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 3 Constructing a new well at another location was considered in the alternatives evaluation. The concept plan is to drill a new 14-inch bore hole to 600 feet and insert a 10-inch well liner. The cost of this work is estimated to be approximately $175,000. A slightly larger well with a 17.5-inch diameter bore hole to 600 feet and a 12-inch well liner is estimated at approximately $200,000. Drilling a new well at a new location does not require removal of any portion of the existing well building. The cost estimates do not, however, include the cost of extending power or piping to the new well location. Constructing a new well to 600 feet is likely to provide a well with increased production and reduced drawdown as compared to the performance of the existing well. The actual results obtained from drilling a new well cannot be guaranteed. Based on our investigations we recommend the County consider drilling out the bottom of the existing well to a depth of 600 feet with a budget cost of $100,000 for contracted well drilling, well development and pump setting services. Water Rights and Permit Requirements Referencing Oregon Water Resources Department Permit G-13344, the existing water right for the project site is limited to 0.747 cubic feet per second (335 gallons per minute). Operation of the irrigation well at greater than 335 gpm is a violation of the existing water rights permit. An application to the Oregon Department of Water Resources to add to the water right will require justification, such a demonstrating a reasonable need for more dust control water, or adding irrigable land to the irrigated acreage shown on the current water rights permit. Our investigation of the permitting requirements for the proposed project also identified that the final approved survey and proof of conveyance to substantiate the existing permit is due. According to permit language, the final proof was to have been submitted by October 1, 2003. If this permit required submittal has not been provided to the Oregon Water Resources Department, an application for time extension should be submitted. Adding water rights to the existing well will require mitigation according to current State rules. Mitigation can take the form of procuring existing irrigation rights and retiring them to river flows, or contributing financially to a mitigation project or project fund. A more detailed description of these requirements is beyond the scope of this project. A well drilling project that deepens the existing well will require that the well driller file a start card and well log for the work with the Oregon Department of Water Resources. All work will need to be inspected by the Oregon Water Resources Department and conform State rules for well construction. Drilling a new well on the site will require the well driller file a start card and well log for the completed work. All work will need to be inspected by the Oregon Water Resources Department and conform to State rules for well construction. In addition, a water rights transfer will be required to transfer the diversion right from the existing well to the new well. The cost analysis of alternatives and recommendations that follow include replacing the existing flow meter on the well discharge piping. Permit conditions for water use require that the well discharge be metered. The current paddle wheel flow meter located immediately downstream of the well discharge head is of questionable accuracy Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 4 given the expected accuracy of the metering requirement. Installation of a propeller / tube style flow meter in a metering vault located downstream of the well house is recommended. Existing Well Construction Referencing the Water Supply Well Report (well log) filed with the State of Oregon Water Resources Department the existing irrigation well is construction is summarized below; Bore Hole: Solid Casins: 17.5 inches diameter 0 feet to 452 feet 12-inch diameter Steel, welded joints +1.5 feet to 378 feet Well Screen: 12-inch diameter nominal (assumed 11.8 inches I.D.) Stainless Steel Screen (assumed 0.188 inch thickness) 0.070 inch slot size 378.5 feet to 448.5 feet Bottom of well screen section is reportedly open and not capped (R. Buchner Western Water Development 12/28/04) Gravel Pack: #6 Silica Sand 314 feet to 450 feet Top Seal: 1 I cubic yards grout 0 to 314 feet Static Water Level: 358 feet (5/8/98) Existing Pump Equipment National Pump Vertical Turbine 75 HP, 3 phase, 460 V Rated Capacity: 425 gpm @ 400 feet TDH (450 gpm @ 390 feet TDH) Eff. @ Rated Cap: 81 percent (80%) Column Pipe: 422 lineal feet 6-inch diameter x 0.280 wall thickness Bowls: 9.0 inch O.D. x 99.65 inches long Tail Piece: 6-inch diameter column pipe x 120 inches long Strainer: Bronze strainer x 15.75 inches long Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 5 Bottom of Tail Piece: 431.1 feet below ground surface Total dynamic head based on 55 feet of drawdown: 430 feet Pump performance point: 370 gpm @ 430 ft TDH, 79% efficiency Pump Testing May 1998 34 feet @ 425 gpm (pump test at the time of construction) August 2000 55 feet @ 425 gpm (Irrigation pump in operation) Lithology DEA retrieved well logs from 59 production wells and other bore holes within an approximate 1 mile radius of the Fairgrounds site. Of these well logs only seven wells, including the fairgrounds well, have a reported yield of over 400 gpm. The well logs for the seven subject wells are attached. There are two well logs for production wells in relative close proximity to the Fairgrounds site; the City of Redmond Airport well and the Juniper Golf Course well. These well logs and the well log from the fairgrounds site are diagrammatically illustrated in attached drawings to show water bearing lithology with respect to local ground surface. In general, Deschutes Formation gravels, sands, cinder and broken flow rock extends from approximately 250 feet below ground surface to approximately 700 feet below ground surface. Discrete layers are differing materials are nonuniform in thickness and depth from one location to another. In general, the primary water bearing layers beneath the Fairgrounds site are found within the Deschutes Formation from approximately 320 feet below ground surface to approximately 700 feet below ground surface. There are deep wells in the study area that have been drilled to greater than 800 feet and report water bearing layers of gravelly materials interbeded with hard basalt. Static water level in the Deschutes Formation is approximately 310 feet to 350 feet below ground surface depending upon local ground surface elevation. The Fairgrounds well is drilled 17.5 inches in diameter to 452 feet below ground surface and produces approximately 425 gpm with 55 feet of drawdown. The Redmond Airport well is drilled 24 inches in diameter to 801 feet below ground surface and produces approximately 1,100 gpm with 0.16 feet of drawdown. The Juniper Golf course well is drilled 22 inches in diameter to 605 feet below ground surface and produces approximately 930 gpm with 15 feet of drawdown. Cost Evaluations DEA contacted Abbas Well Drilling and Western Water Development to identify budget costs associated with four well rehabilitation alternatives. Evaluations of probable costs focused on three likely alternates; Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 6 1. Develop the existing well in an effort to increase well production. 2. Drill out the bottom of the existing well to 600 feet access additional water bearing strata. 3. Drill anew 10-inch diameter well to 600 feet at another location on the Fair & Expo property. 4. Drill a new 12-inch diameter well to 600 feet at another location on the Fair & Expo property. The attached spreadsheet summaries cost evaluations in a bid tabulation format. Recommendations 1. Remove the north east portion of the existing well building as required for driller access to the existing well. 2. Solicite bids from three qualified well drillers to provide pump removal, drilling, well development, pump installation and well pump test services. 3. Remove the existing pump and examine for pump impeller and bowl wear, rebuild of required. 4. Provide 4 hours of well development on the existing screened portion of the well. Well development to consist of repeated surging, bailing and pumping cycles. 5. Drill out the bottom of the existing well using cable tool drilling techniques. Drill to depth of 600 feet with a 10-inch nominal hole size. 6. Line the well with 8-inch diameter V4" wall thickness perforated steel casing from 445 feet to 600 feet. Line the well with a 10-inch diameter 1/4" wall thickness slotted steel casing from 380 feet to 452 feet. Line the well with a 10-inch diameter 1/4" wall thickness slotted steel casing from 380 feet to 452 feet. Join the 10" liner casings together with welded joints during insertion in the well. Provide centralizers on the 10-inch slotted casing portion of the well liner. 7. Provide 4 hours of well development on the existing screened portion of the well. Well development to consist of repeated surging, bailing and pumping cycles. 8. Reinstall the existing pump equipment with the bottom of the tail piece at 431.1 feet (same as original set). 9. Conduct a 24 hour continuous pump test. Record the details of well construction, pump set, liquid level probe depth, static water elevation before pumping, pumping rate and drawdown. 10. Reconstruct the well building to the standard acceptable to the County. 11. Install a new 8-inch flow outside the west wall of the existing pump building. Deschutes County Fair & Expo Well Rehabilitation December 28, 2004 Page 7 Copies: File Attachments/Enclosures: Well Logs and reference materials from USGS Groundwater Study Initials: dcp File Name: Memo 12-28-04 Project Number: Desx0111 WDAVID E VA N S JN. ANDASSOCIATES INC. BY DATE JOB DESCRIPTION SHEET OF SHEETS CALCULATION FOR CHECKED BY DATE 5/ 1 /0l /25SGRID/304/K O M x w LL c O U 1/1 W 7 vi a~ 0 O V O O O O o O 0 O 0 0 0 0 0 0 Cl 0 0 0 0 0 0 j O 0 0 0 0 O 0 O 0 O 0 O Cl O 0 O 0 O Cl O 0 O Cl O 0 O 0 O 0 O 0 U o 0 0 0 0 0 0 Cl 0 0 0 0 Cl 0 Cl 0 'T 0 0 0 C 0 0 o v 00 0 v 0 0 o v) to o E p N ^ 7 N ~O ~ 00 vi 7 7 N N ~ _ 00 N N a.r •V 6s 69 6s 6S 69 6) 6A 69 69 69 69 69 6s 69 ds 69 69 69 69 69 6ol 69 69 R ~ U y,, O O O O O 0 0 0 0 0 0 0 0 0 Cl 0 0 y y O O O O O Cl O O O O O O O O O O O Q C-4 O O O O O v'~ m O O O vi O ~n O vi 0 0 0 0 0 0 U O ^ O N N 00 N 0 0 0 0 0 lzT d C O N O Cl 7 O N Wn N Cl N Z M 69 69 69 69 69 E/3 69 69 69 6s 69 69 69 69 69 69 69 69 6s 69 69 69 69 O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O O 0 0 0 C 0 0 00 0 O 0 ct 0 O 0 O 0 O 0 W) 0 W) 7 O M O N C O O ~o ^ vj N N M ~O (14 N - ,y 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 b9 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 (D I - " -y O O O O O 0 0 0 C. 0 0 0 0 0 0 0 0 C U O O h O W) O O h O vi vi 0 0 0 0 0 0 Q O O W) Cl N N 00 _ r- O O O Cl O ' lzt 0 0 0 vn v ) O O N N M N 69 69 69 6s 69 69 69 69 69 69 69 69 69 69 6s 69 69 69 69 69 69 69 69 ''.p :O N O O O O O O O O O O O O 0 O 0 O 0 O 0 O 0 O 0 v1 t0 o O O O O Cl 0 O O O O O O O O O O O O O t- M O O O N ~p O ~ O O O vl v~ N N O O N ~O v1 7 N N M 69 69 69 69 69 69 69 6s 69 yj 69 69 69 69 69 69 69 6s 69 69 6s 6s 69 • O O O O O O O O O O O 0 0 0 0 0 0 . 'Lu Q= N O O C. O O M m O v'~ O O vl 0 0 O 0 0 O 0 0 O 0 0 O 0 O O ~n m r1 y. U O 0 0 0 0 v) w) C14 m C 69 69 69 69 69 69 69 69 69 69 69 69 69 6s bq 69 69 69 69 69 69 69 69 ' 0 O 0 O O 0 0 0 0 0 0 y O U O O O O 0 0 0 0 0 0 0 0 0 0 0 vl o o O v o o 0 C 0 C 0 wn o v, M o vi 7 7 N N 7 "iA 69 69 6s 69 eq 6s 69 6s 69 69 6s 69 Ef3 69 69 69 6s EA 6s 6s 6s 69 6s - U L , 00 0 0 0 0 0 0 0 0 0 _ y o 0 0 0 0 0 0 Q` O 0 m. ^ c O o O O O O l M N Vl n o o n o C k ~t N N 'Zt Q, 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 roq 69 69 69 V] Cn Lc, Cx. LL Li. [z. k. Cs. Lz. G4 Lc. Ci, Cc. Lz. V] V) c/] cn cn O O O O O N O O O 0 O 0 0 O O ~ O 1 h O O vl ' O O N 0 N o0 0 O0 O 0 ~t V "I N N _ r ~ U U t p 0 C C U O N N O _ - o0 2 N N N b a O N G C = O 03 co n O V U Y Y c~ a i l~ C C V vi y U E E , ° ° ~ N o ~ ~ ~ E - a s a ~ c 0 c 0 to . . .0 ' N L v O U N a) -a vi in ~ N ~ ~ ' _ O Y ~ U U U N 5 U C O H _ Lc. w y „ ti ;c b v o ° o o o 6 a x w X 3 U N c c c Q 0 aj C 7 u U > E w _ w a~ ~ C r ~ ( 0. _ C • C • L O 40 40 O -O V U .C . O Y •C O v Q a) 0 ~ ~ O L L L r, 5 L C ~ -y y E . ~ C U 3 3 3 U U ~ a ri ri CO C Ocn U ~`1 3 3a c Q) (D Q ~ v ^ N M 7 V'1 l0 t~ oo Q` O ^ N M 7 M 7 vi ~D oo a\ O N L O (f~ O U N N L Q 1 d d C O L L O L LL O i v N o O a U f crN Q .0- C Q) C G O O O /Q~ L 1 sv v, -Y (O M N _ LO O O o N Q ~i O. 69 to O H C r+ U 7 L y C y U X c N w C 0 U N 0 U fA N cu c Z5 Zc- Water Rights Information Query Results Owne st Information COUNTY OF DESCHUTES; FAIR ASSOC.; GREGORY, ELTON 918 W HIGLAND REDMOND OR 97756 pplicadmW P MI AM lication Received Q Permit Si natureQ n/a G 14541 06/02/1997 Map G 13344 02/25/1998 EMa~j Claim(s) Decree(s) Order(s) N N r(s) Transfer(s) miag-M n/a uthori File Location Salem Action Com leted Date Staff Person Proposed Actiol 'emit G 13344 :ompletion Due Date (C Date) 10/01/2002 NULL Place of (lee Use P/S Prio Date Location -RS-QQ DLC/Lo Acres Status Remarks IR ©06/02/1997 15.OS-13.0E-28-NESW 15.2 NC IM ©06/02/1997 15.0S-13.0E-28-NESW NC IR ©06/02/1997 15.0S-13.0E-28-NWS 13.93 NC IR ©06/02/1997 15.OS-13.0E-28SWSW 22.22 NC IR ©06/02/1997 15.0S-13.0E-28SESW 0 6.47 NC IM ©06/02/1997 15.OS-13.OE-28SESW E0 View Water Rights in same Family Return to the Water Right Information search screen Phillip C. Ward. Director Oregon Water Resources Department • 725 Summer ST NE, Suite A • Salem, OR 97301 • Phone. 503-986-0900 • Fax. 503-986-0903 0 c~ a Q~ 0 n 0 a~ 0 W Av, W V V A N R N 3 _ •O IS loom d r F J: i• L. _ t 'cif .G'~JR' ~ _ . i O O CL V) a) ~ a) O > aa) v o~ Q c a) O 0 0 0 N N N ~I a CC3 STATE OF OREGON COUNTY OF DESCHUTES PERMIT TO APPROPRIATE THE PUBLIC WATERS THIS PERMIT IS HEREBY ISSUED TO DESCHUTES COUNTY FAIR ASSOCIATION C/O ELTON GREGORY 918 W. HIGLAND PHONE: (541) 923-5584 REDMOND, OREGON 97756 The specific limits and conditions of the use are listed below. APPLICATION FILE NUMBER: G-14541 SOURCE OF WATER: A WELL IN DESCHUTES RIVER BASIN PURPOSE OR USE: IRRIGATION OF 57.82 ACRES AND INDUSTRIAL USE (DUST CONTROL) ON 2.15 ACRES MAXIMUM RATE: A CUMULATIVE TOTAL OF NO MORE THAN 0.747 CUBIC FOOT PER SECOND (CFS) AT ANY ONE TIME, BEING 0.723 CFS FOR IRRIGATION USE AND 0.223 CFS FOR DUST CONTROL PERIOD OF USE: APRIL 1 THROUGH OCTOBER 31 FOR IRRIGATION USE AND APRIL 15 TO OCTOBER 15 FOR DUST CONTROL DATE OF PRIORITY: JUNE 2, 1997 O POINT OF DIVERSION LOCATION: SW 1/4 SW 1/4, SECTION 28, T15S, R13E, W.M.; 982.1 FEET NORTH & 44.0 FEET EAST FROM SW CORNER, SECTION 28 The amount of water used for irrigation under this right, together with the amount secured under any other right existing for the same lands, is limited to a diversion of ONE-EIGHTIETH of one cubic foot per second (or its equivalent) and 3 acre-feet for each acre irrigated during the irrigation season of each year. THE PLACE OF USE IS LOCATED AS FOLLOWS: NE 1/4 SW 1/4 NW 1/4 SW 1/4 SW 1/4 SW 1/4 SE 1/4 SW 1/4 TOWNSHIP 15 IRRIGATION DUST CONTR 15.2 ACRES 1.11 ACRES 13.93 ACRES 22.22 ACRES 6.47 ACRES 1.04 ACRES SECTION 28 SOUTH, RANGE 13 FAST, W.M. Measurement, recording and reporting conditions: A. Before water use may begin under this permit, the permittee shall install a meter or other suitable measuring device as Application G-14541 Water Resources Department PERMIT G-13344 O PAGE 2 approved by the Director. The permittee shall maintain the meter or measuring device in good working order. B. The permittee shall allow the watermaster access to the meter or measuring device; provided however, where the meter or measuring device is located within a private structure, the watermaster shall request access upon reasonable notice. C. The Director may require the permittee to keep and maintain a record of the amount (volume) of water used and may require the permittee to report water use on a periodic schedule as established by the Director. In addition, the Director may require the permittee to report general water use information, the periods of water use and the place and nature of use of water under the permit. The Director may provide an opportunity for the permittee to submit alternative reporting ii procedures for review and approval. j Use of water under authority of this permit may be regulated if analysis of data available after the permit is issued discloses that the appropriation will measurably reduce the surface water flows necessary to maintain the free-flowing character of a scenic waterway in ~I quantities necessary for recreation, fish and wildlife in effect as of the priority date of the right or as those quantities may be subsequently reduced. If substantial interference with a senior water right occurs due to withdrawal of water from any well listed on this permit, then use of water from the well(s) shall be discontinued or reduced and/or the schedule of withdrawal shall be regulated until or unless the Department approves or implements an alternative administrative action to mitigate the interference. The Department encourages junior and senior appropriators to jointly develop plans to mitigate interferences. STANDARD CONDITIONS The wells shall be constructed in accordance with the General Standards for the Construction and Maintenance of Water Wells in Oregon. The works shall be equipped with a usable access port, and may also include an air line and pressure gauge adequate to determine water level elevation in the well at all times. . The use shall conform to such reasonable rotation system as may be ordered by the proper state officer. Prior to receiving a certificate of water right, the permit holder shall submit the results of a pump test meeting the department's standards, to the Water Resources Department. The Director may require water level or pump test results every ten years thereafter. Failure to comply with any of the provisions of this permit may result in action including, but not limited to, restrictions on the use, civil penalties, or cancellation of the permit. Application G-14541 Water Resources Department PERMIT G-13344 O PAGE 3 This permit is for the beneficial use of water without waste. The water user is advised that new regulations may require the use of best practical technologies or conservation practices to achieve this end. By law, the land use associated with this water use must be in compliance with statewide land-use goals and any local acknowledged land-use plan. The use of water shall be limited when it interferes with any prior surface or ground water rights. The Director finds that the proposed use(s) of water described by this I permit, as conditioned, will not impair or be detrimental to the public ~i interest. ~ Actual construction of the well shall begin within one year from permit issuance. Complete application of water to the use shall be made on or I before October 1, 2002. I~ Issued February ;S', 1998 Marth O. Pagel, Di ector Water Resources Department Application G-14541 Water Resources Department PERMIT G-13344 Basin 05 Volume 1 DESCHUTES R MISC District 3 LKS- WEEK 117 MGMT.CODES 7BG 7BR 7JG 7JR