Laserfiche WebLink
<br />., <br /> <br />, <br /> <br />'NIIow HelghtJJ Jn1fjJ8.lIon ~ny.lnc. <br />MlIy 1;"20, 2003 <br /> <br />AQ8I"Idattem 1&1 <br /> <br />Water Project Conatructlon Loan Program.ProJect Data <br /> <br />. <br /> <br />.Borrower: <br /> <br />Wlnow Heights IrrigaHon Co. <br /> <br />Project Name: Dual Wster Systsm <br />Drainage Basin: Gunnison <br />Total Project Cost: $115,000 <br />Type of Borrower: Munlclpal- Low Income <br />CWCB Small Project Loan: $103,500 <br /> <br />County. Delta <br />Project Type: Rehablllta~onlReplacement <br /> <br />Water Source: Leroux Creek <br /> <br />Funding Sources: eweB <br /> <br />Aver. Delivery: 257 aaa-fset <br />Int8rest Rate: 3.75% Term: 30 years <br /> <br />WHIC owns and operates an exls~ng piped Irrigallon system lceated In ths Wlflow Heights <br />SubdMslon and Duke Hili community In the Town of Hotchkiss. The eyetem was constructed In <br />1978, and wa,ter Is obtained tI1rough tI1e Duks Ditch, which diverts water from Laroux Creek. Water <br />Is supplied to about 95 resldentlallots and a Town pari<. The totallrrigsted area Is about 60 aallS, <br />and pMmaI1ly use Is to Irrigste lawns and gardsns. The system consists of s headgate, <br />spproxlmately 8000 lineal feet of main dlstributlon piping (10", 8~ and 6"), and approxlmstely 3000 <br />feet of lateral piping. Wster flows by gravity end lots are served by Yo" IndMdual taps. The system <br />was Installed In the trench above the aanttary sewer and on the same grade. In places tt Is very <br />deep, up to 15-17 feet. The oMglnsl piping was a IIghtwelghtplastlc pipe, and Improper bsckfllllng <br />resulted In crushed pipes In some areas, end significant plugging problems. As a resutl of tI1e <br />blockagss, and reduced flow dua to minerai dSposlts, the overall flow capacity Is less than 1/3 of <br />the oMglnal. The system Is completely obstructed In two plecas, and typically only 12 to 14 use.. <br />can be served st a lime. The project Includes Instalilng all new dlstributlon lines and lataral tap <br />lines, along w!1h cieanouts end isolation valves; The new pipes will be Installed over the top of the . <br />existing system but at a standard depth of 22 - 30'. The piping will be heevler PVC, located above <br />the existing pipe, but offsel several feet to eliminate sewer manhole conflicts. .; <br /> <br />" <br /> <br />. <br /> <br />, <br />,----- <br />, 'HotchkiRl. <br />I IBM 5300 <br />I <br />, <br />,I. <br />......, <br /> <br />, \~ <br />~ <br /> <br />. <br /> <br />Location Map <br />