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WSP04199
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Last modified
1/26/2010 12:54:12 PM
Creation date
10/12/2006 12:12:12 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8170
Description
Arkansas Basin Water Quality Issues
State
CO
Basin
Arkansas
Water Division
2
Date
4/12/2001
Author
Unknown
Title
Upper Arkansas Basin Total Maximum Daily Load
Water Supply Pro - Doc Type
Report/Study
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<br />CI & UA TMDLs <br /> <br />025f) <br /> <br />. <br /> <br />hUp:/Iwww.kdhe.slale.ks.uslundVuasrrearr <br /> <br />. <br /> <br />Population projections indicate substantial growth for Garden City (22.5%) to the year 2020. According to <br />projections of future water use and resulting wastewater. Garden City MWWTP looks to have sufficient <br />treatment capacity available, The plant is looking to upgrade to treat up to 6 MGD in the future. Sampling <br />of the elTluent over 1998-1999 reveals a monthly average of 335 mg/I of sulfate in the wastewater. Under <br />dry flow conditions. the diluent from the city may constitute the streamllow of the Arkansas Rivcr <br />sampled at Pierceville, The electric power plant, located in west Garden City. uses cooling towers and <br />consequently has concentrations of sulfate which exceed 2000 mgll routinely, A vemge concentration of <br />sulfate in its wastewater reaching the river is 2460 mg/I. Loss of water through cvaporation while the <br />wastewater Ilows down liver between Garden City and Pierceville can elevate sulfate levels found in <br />downstream samples, <br /> <br />Irrigation Return Flow: As noted in the analysis of the cUl1'ent situation, large concentrations of sulfate <br />enter the state at Coolidge. Looking at coincident 1990-1993 data, average concentrations of sulfate below <br />John Martin Dam were 1034 mg/I. Concentrations rose to 1908 mgll at Lamar. 21 miles downstream, <br />Avemges at Coolidge for the same period were 2170 mgll. This increase in concentration occurs as a result <br />of the pallern of water use and reuse interacting with the natural sulfate sources present in the geology and <br />soils of Eastern Colorado, Water leaving John Martin enters the irrigation ditch system which is prevalent <br />on thc Colorado plains, Flows at John Martin for the 1990-1993 drought time period averaged 316 cfs, <br />This dropped to 14 cfs at Lamar, then rose to 640 cfs at Coolidge, Evaluating wel conditions by including <br />flows from 1994 and 1995, maintains the pattern: 367 cfs at John Martin; 146 at Lamar, 885 cfs at <br />Coolidge, It would appear that the Arkansas River conveys ground water seepage from mounded water <br />tahles under irrigated lands and tailwater leaving one ditch system to be divel1ed hy another downstream, <br />Most Ilow is directed through the ditch systems with flow delivery at the stateline constituting tailwater <br />and retum flows, Hence, the elevated sulfate levels over naturally high concentrations arc chielly a <br />consequence of the water use pattern in eastern Colorado. <br /> <br />Within Kansas, there are currently six active ditches upstream of Garden City that use Arkansas River <br />water: Frontier, Amazon, Great Eastern, Southside, Farmers and Garden City canals (Figure 10), Two <br />ditches, the FL Aubrey and Alamo ditches, are no longer active. The Frontier Ditch diverts water in <br />Colorado and retums a portion of unused water to the liver above Syracuse, The Amazon and Great <br />Eastern Ditch divert water from the same headgate cast of Kendall and convey water to thc Lake <br />McKinney area, Water for the Great Eastem Ditch moves through Lake McKinney to irrigate eastern <br />Kearny County, The Amazon Ditch continues northeastward to the northeast pOltion of thc county, <br />Occasionally, these canals will return 5-10 cfs to the river for one to two days in order to clear the canals <br />of dehlis at the upstream end, The Southside Ditch diverts water a few miles downstream from the <br />Amazon/Great Eastem head gate and is commonly used as an alternative conveyance system for the <br />Farmers and Garden City ditch selvice areas to avoid significant transit losses in the river between Kendall <br />and Deerfield, Such water returns to the river just west of Deeltield and is divelted at the Farnlers/Garden <br />City headgate downstream of Deertield to irrigate areas near Holcomb, Indications from the Division of <br />Water Resources indicates that lillle tailwater returns from these ditches, An average of 59,516 af/yr have <br />been diverted from sUlface water in Hamilton, Kearney and Finney counties since 1990. given a 120 day <br />inigation period, this would equate to about 250 cfs. <br /> <br />Ground water irrigation stUlts in earnest south of Lakin in Kearny County and hecomcs the prevalent <br />practice in Finney County, This marks the area where the liver overlies the High Plains Aquifer. Flows at <br />Garden City reflect this usage as extended periods of low or no flow are recorded at the gage on the liver <br />south of town. Very little return now comes from lands irrigated by wells, with tailwater control <br />requiremcnts pan of watcr lights overseen by the Division of Water Resources and Groundwater <br />Management District No.3, Given that certain reaches of the river have histOlically had large transit losses <br />through infiltration to the surrounding ground water. additional influence on the stream from the high <br /> <br />MI11n1 7 O. <br />
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