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Home My WebLink About20090018.tiffLupton Meadows Ditch Company PO Box 305 Ft Lupton, Co. 80621 Phone 970 785-2147 2008 Annual Shareholders Meeting December 17, 2008 NOTICE TO: Weld County Accounting Office 52 Share(s) Dear Stockholder, The annual meeting of stockholders for the Lupton Meadows Ditch Company has been set, the meeting will be held at Santiago's Event Center in Ft Lupton, Colorado, 617 Fifth St, on Saturday the 17th of January 2009. There will be a breakfast buffet from 8am - 8:45am with the meeting of the Lupton Meadows Ditch Company beginning at 8:45am and the Lupton Bottom meeting to begin on adjournment of the Meadows. Due to the close ties between the companies the Boards of both companies have once again decided to invite all stockholders to sit in on both meetings, any votes will be by company stockholders only. The meetings shall be for the election of directors and such other business as may properly come before this meeting. The Board and the Company would like to encourage you as a stockholder in this company to make every attempt possible to attend and participate. The Board would also ask that you PLEASE take a moment to fill out the enclosed proxy form and return it, if you are present your proxy will not be used, in the past there has been times when we could not declare a quorum. PS: Jane Ann Johnson's and Bruce Wilson's terms as directors will be up for election. Thank You, Howard (Corky) Cantrell, Lupton Meadows Ditch Secretary, 2009-0018 Please sign and mail the proxy !! If present it will not be used. PROXY FOR VOTING STOCK I (print your name) William F. Garcia , do hereby constitute nd apeoint �tel standing Lupton Meadows President or nice ar er, reg eson, a Steve Nguyen as my proxy to vote my share(s) at the annual meeting of The Lupton Meadows Ditch Company. This proxy shall be for elections or business votes of the said company and shall possess all the powers as if personally present. This proxy hereby revokes all previous proxies and shall only be for the meeting of Januu/a17 09. / Signature VI Date 01/05/2009 Map of 617 5th St Fort Lupton, CO by MapQuest Page 1 of 1 Sorry; When printing directly from the browser your directions or map may not print correctly. For best results, try clicking the Printer -Friendly button. 6175th St ' Fort Lupton, CO 80621-1939 Sponsored Links Cheap Auto Insurance Arnica Auto Insurance Cheap Auto Insurance Arnica Colorado Save Up To 50% Compare A++ Rated by A.M. Best. Save Up To 50% Compare Amity Car Insurance in CO. Free Quotes Visit Am ice Colorado and Free Quotes Get the Auto Coverage You From Top Insurance See Why! From Top Insurance Deserve! Companies w.wfmrmcoored° tom Companies AmicacaoreWcore wear Insurance-RateOrioleso moor insurance- kme Orate ora of _ 200 ens It Pear eon Park is 9th St dh st lid St 2rd St 1St St g Valhi Or Lanett Sponsored Links nut bt lath Stn Fort Lupton Shortline Dr Pacific Way Village Dr 4th St Crane St IDd St UrmB, St n 1St St ro G 02W'84fapOual Inc Map Data 92008 NtrvlEO or TeleAnan All rights reserved. Use subject to License/Copyright Map Legend Directions and maps are informational only. We make no warranties on the accuracy of their content. road conditions or route usability or expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any lass or delay resulting from your use of MapQuest Your use of MapQuest means you agree to our Tr: r._ (.1 . http://www.mapquest.com/maps?city=Ft+Lupton&state=CO&address=617+5th+St+&zipc... 12/4/2008 Table 1 Flow Measurements Recommendations for Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device West Lateral Turnout Structures Little Dry Creek Diversion 598+75 18" flume existing flume is adequate Parker South 590+40 Pendvane a) flowmeter on pump discharge line; b) Pendvane can be used while pumping Parker North 12" flume needs staff gage installed on flume Funakoshi South 12" flume and Pendvane a) needs staff gage installed on flume; flume submergence may be an issue; concrete repairs to flume; b) Pendvane Funakoshi North 568+09 Pendvane a) flume(s) in earthen lateral downstream of lateral tee; b) repair Pendvane Vincent 548+20 none flume in concrete lined lateral; repairs to concrete lateral may be necessary Everist 535+83 none a) flume in earthen lateral; b) it may be possible to calibrate a staff gage in concrete vault if flow can baffled Stanstead South 532+70 Pendvane a) raise location of outlet pipe from vault so that flow velocity is decreased; calibrate a staff gage in vault; b) replace upper piped portion between concrete vault and tee with a concrete channel and flume or weir; c) repair Pendvane; connect pipe downstream of Pendvane channel; baffle may be required Stanstead North 518+72 none a) it may be possible to calibrate a staff gage in concrete vault; b) extend concrete lined channel and install flume or weir Dykes 507+23 Pendvane a) flume or weir in existing concrete structure; submergence from culvert under road may be an issue; b) Pendvane Gearheart 470+05 48" flume existing flume is adequate Kerr South 464+28 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Kerr Center 446+04 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) relocate Pendvane farther downstream of pipe outlet; baffle may be required d/s of pipe outlet Vargas South 425+80 Pendvane a) weir in existing concrete structure; concrete repairs necessary to convey all flow to structure; b) flume in earthen lateral; c) Pendvane; baffle may be required d/s of pipe outlet Vargas North 419+33 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Wagner South 416+86 Pendvane a) weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Wagner North 410+69 Pendvanes maintenance issue for all flow devices because gates are installed at higher elevation than pipe outlet from ditch; a) two weirs in existing concrete structure; submergence may be an issue; b) Pendvanes Vanfeldt North 381+49 none calibrate a staff gage in concrete vault Merz 367+54 none weir at upper end of concrete rundown channel; submergence from pond may be an issue Pelzel 361+45 Pendvane a) weir at upper end of concrete structure; submergence from pond may be an issue; b) Pendvane Vynkier 354+50 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane City of Thornton 337+37 12" flume existing flume needs to be repaired/replaced Carlson 328+63 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; a second flume or weir may be required on the side lateral unless the first flume/weir can be installed upstream of the side lateral; b) Pendvane Table 1 Flow Measurements Recommendations for Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device West Lateral Turnout Structures (cont.) Sperl/Aurora 323+24 Pendvane a) flume in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; concrete structure may have to be lengthened; b) Pendvane; throttle gate on pipe outlet from concrete vault may be required to improve flow characteristics Lewis & Cantrell 320+29 12" flume existing flume is adequate Hein South 305+58 rectangular weir staff gage required; develop custom calibrated rating curve; regular maintenance required to remove sediment accumulations upstream of weir Hein 288+19 12" flume flow conditions need to be observed to confirm accuracy of existing flume; staff gage required Wittemyer 277+89 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Kiota South 256+36 Pendvane a) weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) flume in earthen lateral; c) Pendvane; structure needs to be leveled Kiota North 255+39 Pendvane a) flume in concrete lined lateral; remove existing concrete structure and reconstruct approach to concrete lined lateral; b) Pendvane in reconstructed rectangular channel Matsushimi North 233+54 Pendvane a) weir or flume in concrete channel; submergence may be an issue; b) Pendvane; replace bracket Schlegel 232+16 none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in concrete vault Coufal 219+23 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue b) Pendvane; repair bracket Yamaguchi 219+22 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue b) Pendvane; reinstall bracket Wilson 200+51 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) flume in earthen lateral; c) Pendvane Steve McClay N/A none a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) staff gage and custom rating curve for box outlet Johnson Smith N/A Pendvane a) flume in concrete lateral if submergence is not an issue; b) flume or weir in existing concrete structure; c) Pendvane Johnson Smith 2 N/A Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) flume in earthen lateral; c) Pendvane Flynn, Miller, Nix, 8 Wilson N/A Pendvane a) flume in earthen lateral; b) weir in existing concrete structure; c) Pendvane; flow may be too large for accurate reading South Adams N/A 36" flume existing flume is adequate for inflow to Wheeler Lake Mayer N/A rectangular weir debris on trash rack may affect weir length and may submerge the weir Sarchet N/A none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in a new concrete vault Albert McClay N/A none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in a new concrete vault Harold Rhode N/A none flume in earthen lateral Harold Rhode 2 N/A none flumes in earthen laterals (two required); east lateral submergence may be an issue Vogls N/A 24" flume existing flume is adequate Wheeler Lake N/A none new flume to measure outflow from Wheeler Lake Table 1 Flow Measurements Recommendations for Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device East Lateral Turnout Structures A&W Water none existing pump limits diversions Freund East E274+34 none flume in earthen lateral Freund West E274+34 none a) flume or weir in existing concrete structure; submergence may be an issue; b) flume in earthen lateral Freund North E257+26 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Parker South E234+28 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Northglenn E221+23 12" flume existing flume is adequate Central E220+87 24" flume existing flume is adequate Ardent E208+92 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane; baffle may be required Blue Ribbon South E128+76 none flume in earthen lateral Blue Ribbon North E122+60 none flume in earthen lateral Gee South E114+53 none flume in earthen lateral; repairs to existing concrete structures recommended Weld County 18" flume existing flume is adequate Gee 8 Kirby E77+00 Pendvane a) weir in existing concrete structure; b) flume in earthen lateral; c) Pendvane, install bracket Weld County E62+00 36" flume existing flume is adequate Windell E50+55 Pendvane a) flume in earthen lateral; b) Pendvane; distance from headgate to Pendvane is approximately 1,300 feet downstream of headgate Stall E50+55 none flume in earthen Stall lateral Windell, Brad (west) E26+19 Pendvane a) flume or weir in existing concrete structure; submergence from pond may be an issue; b) Pendvane; relocate gate structure farther u/s; trim pipe at gate Windell, John (north) E26+19 Pendvane a) flume or weir in existing concrete structure; b) flume in earthen lateral downstream of road culvert; c) Pendvane Windell none flumes in concrete structures (two required); submergence may be an issue; east structure is in ditch access road End of East Lateral E0+00 3' flume existing flume is adequate Lupton Bottom Ditch Company PO Box 305 Ft Lupton, Co. 80621 Phone 970 785-2147 2008 Annual Shareholders Meeting December 17, 2008 NOTICE TO: Weld County Accounting Office 2.00 Share(s) Dear Stockholder, The annual meeting of stockholders for the Lupton Bottoms Ditch Company has been set, the meeting will be held at Santiago's Event Center in Ft Lupton, Colorado, 617 Fifth St , on Saturday the 17th of January, 2009. There will be a breakfast buffet from 8am - 8:45 am with the meeting of the Lupton Meadows Ditch Company beginning at 8:45am and the Lupton Bottom meeting to begin on adjournment of the Meadows. Due to the close ties between the companies the Boards of both companies have once again decided to invite all stockholders to sit in on both meetings, any votes will be by company stockholders only. The meetings shall be for the election of directors and such other business as may properly come before this meeting. The Board and the Company would like to encourage you as a stockholder in this company to make every attempt possible to attend and participate. The Board would also ask that you PLEASE take a moment to fill out the enclosed proxy form and return it, if you are present your proxy will not be used, in the past there has been times when we could not declare a quorum. PS: There will be one directors positions up for election for a 2 year term. 1ft. !LAi Li Thank You, Howard (Corky) Cantrell, Lupton Bottom Ditch Secretary, n (r1-x?C ti? Lver "Attc,, s da=9-oo 3 L7/ - o -c/1 Please sign and mail the proxy !! If present it will not be used. PROXY FOR VOTING STOCK I (print your name) Will iam F. Garcia , do hereby constitute nd appoint the standing Lupton Bottom President or Bruce Barker, Greg Nelson, n as my proxy to vote my shat sat Steve Nguyen share(s) the annual meeting of The Lupton Bottom Ditch Company. This proxy shall be for elections or business votes of the said company and shall possess all the powers as if personally present. This proxy hereby revokes all previous proxies and shall only be for the meeting of Janpary t17,} 9. Signature ate 01/05/2009 Map of 617 5th St Fort Lupton, CO by MapQuest Page 1 of 1 Sony! When printing directly Porn the browser your directions or map may not print correctly. For best results, try clicking the Printer -Friendly button. 617 5th St t+t Fort Lupton, CO 80621-1939 Sponsored Links Sponsored Links Cheap Auto Insurance Amica Auto Insurance Cheap Auto Insurance Amica Colorado Save Up To 50% Compare A++ Rated by A.M. Best. Save Up To 50% Compare Amica Car Insurance in CO. Free Quotes Visit Arnica Colorado and Free Quotes Get the Auto Coverage You From Top Insurance See Why! From Top Insurance Deserve! Companies maw. Anwwcaorado corn Companies Amicacsaradocorn on,,, Insurance-Rateeume org wmr Ins urance. Rataeuote sty 01 _ 200 m 6OO Pea Pars ;52) 5th St 8th St aid St 2nd St n tot St Valle Or toe,. Ct umxa 15th Stn Fort Lupton 9th St Shortllne lk Pacify stay Village Ur vine St State St Crane St 3rd St 2 Dexter St 1st St O200a 1.1apCluest Inc. Map Data 02008 NAVMEO or TeleAsac All rights reserved Use subject to License/Copyright Map Legend Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any loss or delay resutheg from your use of MapQuest. Your use of MapQuest means you agree to our 1 <r,.,. r. . . http://www.mapquest.com/maps?city=Ft+Lupton&state=CO&address=617+5th+St+&zipc... 12/4/2008 Table 1 Flow Measurements Recommendations for Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device West Lateral Turnout Structures Little Dry Creek Diversion 598+75 18" flume existing flume is adequate Parker South 590+40 Pendvane a) flowmeter on pump discharge line; b) Pendvane can be used while pumping Parker North 12" flume needs staff gage installed on flume Funakoshi South 12" flume and Pendvane a) needs staff gage installed on flume; flume submergence may be an issue; concrete repairs to flume; b) Pendvane Funakoshi North 568+09 Pendvane a) flume(s) in earthen lateral downstream of lateral tee; b) repair Pendvane Vincent 548+20 none flume in concrete lined lateral; repairs to concrete lateral may be necessary Everist 535+83 none a) flume in earthen lateral; b) it may be possible to calibrate a staff gage in concrete vault if flow can baffled Stanstead South 532+70 Pendvane a) raise location of outlet pipe from vault so that flow velocity is decreased; calibrate a staff gage in vault; b) replace upper piped portion between concrete vault and tee with a concrete channel and flume or weir; c) repair Pendvane; connect pipe downstream of Pendvane channel; baffle may be required Stanstead North 518+72 none a) it may be possible to calibrate a staff gage in concrete vault; b) extend concrete lined channel and install flume or weir Dykes 507+23 Pendvane a) flume or weir in existing concrete structure; submergence from culvert under road may be an issue; b) Pendvane Gearheart 470+05 48" flume existing flume is adequate Kerr South 464+28 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Kerr Center 446+04 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) relocate Pendvane farther downstream of pipe outlet; baffle may be required d/s of pipe outlet Vargas South 425+80 Pendvane a) weir in existing concrete structure; concrete repairs necessary to convey all flow to structure; b) flume in earthen lateral; c) Pendvane; baffle may be required d/s of pipe outlet Vargas North 419+33 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Wagner South 416+86 Pendvane a) weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Wagner North 410+69 Pendvanes maintenance issue for all flow devices because gates are installed at higher elevation than pipe outlet from ditch; a) two weirs in existing concrete structure; submergence may be an issue; b) Pendvanes Vanfeldt North 381+49 none calibrate a staff gage in concrete vault Merz 367+54 none weir at upper end of concrete rundown channel; submergence from pond may be an issue Pelzel 361+45 Pendvane a) weir at upper end of concrete structure; submergence from pond may be an issue; b) Pendvane Vynkier 354+50 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane City of Thornton 337+37 12" flume existing flume needs to be repaired/replaced Carlson 328+63 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; a second flume or weir may be required on the side lateral unless the first flume/weir can be installed upstream of the side lateral; b) Pendvane Table 1 Flow Measurements Recommendations for Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device West Lateral Turnout Structures (cont.) Sperl/Aurora 323+24 Pendvane a) flume in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; concrete structure may have to be lengthened; b) Pendvane; throttle gate on pipe outlet from concrete vault may be required to improve flow characteristics Lewis & Cantrell 320+29 12" flume existing flume is adequate Hein South 305+58 rectangular weir staff gage required; develop custom calibrated rating curve; regular maintenance required to remove sediment accumulations upstream of weir Hein 288+19 12" flume flow conditions need to be observed to confirm accuracy of existing flume; staff gage required Wittemyer 277+89 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue; b) Pendvane Kiota South 256+36 Pendvane a) weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) flume in earthen lateral; c) Pendvane; structure needs to be leveled Kiota North 255+39 Pendvane a) flume in concrete lined lateral; remove existing concrete structure and reconstruct approach to concrete lined lateral; b) Pendvane in reconstructed rectangular channel Matsushimi North 233+54 Pendvane a) weir or flume in concrete channel; submergence may be an issue; b) Pendvane; replace bracket Schlegel 232+16 none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in concrete vault Coufal 219+23 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue b) Pendvane; repair bracket Yamaguchi 219+22 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; submergence may be an issue b) Pendvane; reinstall bracket Wilson 200+51 Pendvane a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) flume in earthen lateral; c) Pendvane Steve McClay N/A none a) flume or weir in existing concrete structure; baffle may be required d/s of pipe outlet; b) staff gage and custom rating curve for box outlet Johnson Smith N/A Pendvane a) flume in concrete lateral if submergence is not an issue; b) flume or weir in existing concrete structure; c) Pendvane Johnson Smith 2 N/A Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) flume in earthen lateral; c) Pendvane Flynn, Miller, Nix, & Wilson N/A Pendvane a) flume in earthen lateral; b) weir in existing concrete structure; c) Pendvane; flow may be too large for accurate reading South Adams N/A 36" flume existing flume is adequate for inflow to Wheeler Lake Mayer N/A rectangular weir debris on trash rack may affect weir length and may submerge the weir Sarchet N/A none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in a new concrete vault Albert McClay N/A none a) propeller meter on pipe; pipe must be flowing full; b) orifice plate and staff gages in a new concrete vault Harold Rhode N/A none flume in earthen lateral Harold Rhode 2 N/A none flumes in earthen laterals (two required); east lateral submergence may be an issue Vogls N/A 24" flume existing flume is adequate Wheeler Lake N/A none new flume to measure outflow from Wheeler Lake Table 1 Flow Measurements Recommendations tor Turnout Structures Turnout Name Station Exisiting Flow Measurement Device Recommended Flow Measurement Device East Lateral Turnout Structures A&W Water none existing pump limits diversions Freund East [274+34 none flume in earthen lateral Freund West E274+34 none a) flume or weir in existing concrete structure; submergence may be an issue; b) flume in earthen lateral Freund North E257+26 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Parker South E234+28 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane Northglenn E221+23 12" flume existing flume is adequate Central E220+87 24" flume existing flume is adequate Ardent E208+92 Pendvane a) flume or weir in existing concrete structure; submergence may be an issue; b) Pendvane; baffle may be required Blue Ribbon South El 28+76 none flume in earthen lateral Blue Ribbon North E122+60 none flume in earthen lateral Gee South E114+53 none flume in earthen lateral; repairs to existing concrete structures recommended Weld County 18" flume existing flume is adequate Gee & Kirby E77+00 Pendvane a) weir in existing concrete structure; b) flume in earthen lateral; c) Pendvane, install bracket Weld County E62+00 36" flume existing flume is adequate Windell E50+55 Pendvane a) flume in earthen lateral; b) Pendvane; distance from headgate to Pendvane is approximately 1,300 feet downstream of headgate Stall E50+55 none flume in earthen Stall lateral Windell, Brad (west) [26+19 Pendvane a) flume or weir in existing concrete structure; submergence from pond may be an issue; b) Pendvane; relocate gate structure farther u/s; trim pipe at gate Windell, John (north) E26+19 Pendvane a) flume or weir in existing concrete structure; b) flume in earthen lateral downstream of road culvert; c) Pendvane Windell none flumes in concrete structures (two required); submergence may be an issue; east structure is in ditch access road End of East Lateral [0+00 3' flume existing flume is adequate Hello