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<br />Acres, <br /> <br />I <br />I <br />I <br /> <br />The following tabulation summarizes the land classes: <br /> <br />C las s 1 <br />Class 2 <br />Class 3 <br /> <br />Arable <br /> <br />Class 60' <br />Class 6 <br />R igh t s.o f-W ay <br /> <br />TOTAL <br /> <br />51,362.5 ' <br />18,778.6 <br />5,178.2 <br /> <br />I <br />I <br /> <br />75,319.3 <br /> <br />1,172.9 <br />18,564.7 <br />3,218.5 <br /> <br />98,275.4 <br /> <br />I <br />I <br />I <br />I <br /> <br />The irrigable area comprises that portion of the arable area which will be <br />provided water supply and necessary drai~age facilitie~ under ultimate <br />development' of the project. The irdgable area is ident ified by cons ide ring <br />limitations imposed by water supply, cost of facilities and service to spe- <br />cific tracts, lands required for additional rights-of-way, other' nonproduc- <br />tive purposes, and project formulation cr,iteria which include' the <br />requirement that benefits exceed costs; <br /> <br />I <br /> <br />Land classification specifications used in the 1981-84 survey are presented <br />in Table 1. <br /> <br />The main soil deficiencies delineated in ,the survey area are fine soil <br /> <br />textures (h factor) and moderate salinity! (s factor). Topographic defi- <br />, <br /> <br />ciencies delineated included cover removal (c' fac'tor), steep slopes <br /> <br /> <br />(g factor), a few areas of stoniriess (r factor), and small field size <br /> <br /> <br />(j factor). The only land classification: drainage deficiency mapped was <br /> <br />for surface outlet exca'vation costs (0 fa:ctor). Nondrainable lands within <br /> <br />a cost limitation will be delineated with! a 60 symbol. Class 6D nonarable <br />I <br /> <br />lands are presently not considered drainaple under' the current economic <br /> <br /> <br />restraints for sustained irrigation. Problems may be the lack of a <br /> <br />suitable outlet for drains, or the materials so slowly permeable that <br /> <br /> <br />closely spaced subsurface drains are required with their associated costs <br /> <br /> <br />too high to be economically feasible. <br /> <br />12 <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />