NOTICE OF HEARING ON PETITION FOR THE ANNEXATION OF PROPERTY TO EAGLE SEWER DISTRICT NOTICE IS HEREBY GIVEN that the petition of the following listed property owners for the annexation of certain areas into the Eagle Sewer District, subject to conditions imposed by the District's Board of Directors, will be heard by the Board on March 2, 2026 at 2:00 p.m. at the office of the Eagle Sewer District, 44 North Palmetto, Eagle, Idaho. Any person, or persons, opposing this annexation shall show cause, in writing, if any they have, why the petition should not be granted. Written comments will be accepted during the regular working hours of Eagle Sewer District until 12:00 p.m. on March 2, 2026. Auxiliary aids or services for persons with disabilities can be made available by calling the General Manager (208-939-0132) at least three days prior to the public hearing. The failure of any person to show cause, in writing, shall be deemed as an assent to the annexation of such lands into the District as prayed in the petition. The Board shall have full discretion to determine if the petition shall be granted. The proposed annexation agreement is with: The real property that has been petitioned for inclusion and annexation into Eagle Sewer District, situated in Ada County, Idaho, is described more particularly as follows, to wit: Blue Spruce Land Company, LLC. 7761 W Riverside Drive, Suite 100 Boise, Idaho 83714 SEE ATTACHED EXHIBIT "A" Sewer District Annexation Description PROPERTY DESCRIPTION Capella Estates Boundary Description BASIS OF BEARINGS is S. 00°01'28" E. between a ACHD brass cap, marking the Nl/4 corner of Section 8 and a found brass cap PLS 5082, marking the Cl/4 corner of Section 8, T. 4 N., R. 1 E., B.M. A parcel of land located in the SEl/4 of the NWl/4 and the Nl/2 of the SWl/4 of Section 8, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at a found ACHD brass cap, marking the Nl/4 corner of said Section 8; Thence S. 00°01'28" E., coincident with the east line of said SEl/4 of the NWl/4, a distance of 2068.43 feet to the centerline of Dry Creek Canal and the POINT OF BEGINNING, witnessed by a 5/8" rebar/cap PLS 11574, bearing S. 00°01'28" E., 30.00 feet; Thence continuing S. 00°01'28" E., coincident with said east line, 569.70 feet to the Cl/4 corner of said Section 8, marked by a found brass cap PLS 5082; Thence S. 00°01'30" E., coincident with the east line of said SWl/4, a distance of 302.63 feet to the approximate centerline of Dry Creek, witnessed by a 5/8" rebar/cap PLS 11574, bearing N. 00°01'43" W., 30.00 feet; Thence along said approximate centerline the following three (3) courses and distances: Thence S. 38°56'44" W., 197.90 feet, referenced by a 5/8" rebar/cap PLS 753, bearing S. 62°55'18" E., 11.83 feet; Thence S. 48°13'51" W., 187.61 feet, referenced by a 5/8" rebar/cap PLS 753, bearing S. 30°57'59" E., 9.37 feet; Thence S. 61°44'23" W., 74.43 feet, witnessed by a 5/8" rebar/cap PLS 11574, bearing S. 00°01'30" E., 46.01 feet; Thence leaving said approximate centerline of Dry Creek, S. 00°01'30" E., parallel with said east line of the SWl/4, a distance of 46.01 feet to a 5/8" rebar/cap PLS 11574; Thence N. 89°35'56" E., 4.65 feet to a 5/8" rebar/cap PLS 11574; Thence S. 64°46'17" W., 179.36 feet, referenced by a 5/8" rebar/cap PLS 11574, bearing N. 23°32'31" W., 30.01 feet; Thence S. 68°08'41" E., 175.29 feet witnessed by a 5/8" rebar/cap PLS 11574, bearing N. 00°14'46" W., 60.00 feet; Thence N. 00°14'46" W., 139.42 feet to a 5/8" rebar/cap PLS 11574; Thence S. 89°35'56" W., 146.60 feet to a 5/8" rebar/cap PLS 11574; Thence S. 00°14'46" E., 604.99 feet to the northerly right of way of W. State Street and the beginning of a non­ tangent curve to the left, marked by a 5/8" rebar/cap PLS 11574; Thence 545.77 feet along the arc of said curve, coincident with said northerly right of way, having a radius of 22978.31 feet, with a central angle of 1°21'39", subtended by a chord bearing N. 88°07'09" W., 545.75 feet to a 5/8" rebar with cap PLS 11574; Thence leaving said northerly right of way, N. 00°15'31" E., 443.40 feet to a 5/8" rebar/cap PLS 11574; Thence N. 89°02'44" W., 196.27 feet to a 5/8" rebar/cap PLS 15774; Thence S. 00°17'19" W., 443.40 feet to said northerly right of way and the beginning of a non-tangent curve to the left, marked by a 5/8" rebar/cap PLS 11574; Thence 241.79 feet along the arc of said curve, coincident with said northerly right of way, having a radius of 22978.31 feet, with a central angle of 0°36'10", subtended by a chord bearing N. 89°35'28" W., 241.79 feet to a 5/8" rebar/cap PLS 11574; Thence N. 00°37'48" E., 1240.40 feet to the north line of said Nl/2 of the SW1/4, marked by a 5/8" rebar with no cap; Thence N. 89°44'49" E., coincident with said north line, 430.25 feet to the CWl/16 corner, witnessed 89°44'49" E., 2.00 feet with a 5/8" rebar/cap PLS 11574; Thence N. 00°07'57" E., coincident with the west line of said SE1/4 of the NW1/4, a distance of 659.67 feet to a 5/8" rebar/cap PLS 11574 marking the southwest corner of Downing Downs Subdivision No. 3, on file in Book 28 of plats at Page 1771, Ada County records; Thence N. 89°45'09" E., coincident with the south boundary of said subdivision, 280.10 feet to said centerline of Dry Creek Canal, witnessed by a 5/8" rebar/cap PLS 11574, bearing S. 89°45'09" W., 54.45 feet; Thence S. 56°45'20" E., coincident with said centerline, 98.34 feet; Thence leaving said centerline, S. 32°11'57" W., 143.49 feet to a 5/8" rebar/cap PLS 11574 and the beginning of a curve to the left; Thence 30.02 feet along the arc of said curve, having a radius of 1042.00 feet, with a central angle of 1°39'02", subtended by a chord bearing S. 55°56'42" E., 30.02 feet to a 5/8" rebar/cap PLS 11574; Thence N. 32°11'57" E., 143.91 feet to said centerline of Dry Creek Canal; Thence along said centerline the following eight (8) courses and distances: Thence S. 56°45'20" E., 52.88 feet to a point referenced by a 5/8" rebar/cap PLS 11574, bearing S. 26°25'48" W., 30.00 feet; Thence S. 63°34'12" E., 103.22 feet, to the beginning of a curve to the left and referenced by a 5/8" rebar/cap PLS 11574, bearing S. 26°25'48" W., 30.00 feet; Thence 290.29 feet along the arc of said curve, having a radius of 470.00 feet, with a central angle of 35°23'16", subtended by a chord bearing S. 81°15'50" E., 285.69 feet, referenced by a 5/8" rebar/cap PLS 11574, bearing 08°57'28" E., 30.00 feet; Thence N. 81°02'32" E., 70.16 feet, referenced by a 5/8" rebar/cap PLS 11574, bearing S. 12°02'15" E., 30.04 feet; Thence N. 74°52'59" E., 306.42 feet, to the beginning of a curve to the right and referenced by a 5/8" rebar/cap PLS 11574, bearing S. 15°07'01" E., 30.00 feet; Thence 44.85 feet along the arc of said curve, having a radius of 230.00 feet, with a central angle of 11°10'21", subtended by a chord bearing N. 80°28'09" E., 44.78 feet, referenced by a 5/8" rebar/cap PLS 11574, bearing 03°56'40" E., 30.00 feet; Thence N. 86°03'20" E., 78.69 feet, referenced by a 5/8" rebar/cap PLS 11574, bearing S. 01 °46'16" E., 30.02 feet; Thence S. 89°35'51" E. 38.42 feet to the POINT OF BEGINNING. Said parcel contains 54.150 acres, more or less. IPL0314507 Feb 14,23 2026