T. 01 N., R. 03 E., Clark County, Washington | |
AP 1 | Beginning at a point on the Oregon-Washington State Line in sec. 14, T. 01 N., R. 03 E., at River Mile 0 of the Sandy River; Latitude: 45°34'15.5" N., Longitude: 122°24'04.7" W.; thence on said State line, N. 62°11' E., approximately 2,700 ft. to |
AP 2 | on said State line; thence on said State line N. 80°51' E., approximately 3,030 ft. to |
AP 3 | on said State line; thence on said State line, S. 71°00' E., approximately 7, 440 ft. to T. 01 N., R. 04 E. |
AP 4 | on said State line; thence on said State line, S. 35°25' E. a distance of 5,200 ft. to |
AP 5 | on said State line; thence leaving said State line, N. 32°36' E., approximately 2,380 ft. to |
AP 6 | at intersection with the right bank of the Columbia River at Ordinary High Water Mark (OHWM); thence along said right bank at OHWM, easterly, approximately 5,900 ft. to |
AP 7 | a point from which the SE cor. of Parcel 2, as described in Quit Claim Deed 9708220225, records of Clark County, Washington; thence leaving said right bank, N. 27° W., approximately 1,010 ft. to |
AP 8 | the SE cor. of said Parcel 2; thence leaving the original Columbia River Gorge National Scenic Area (CRGNSA) Exterior Boundary, on the Amended Exterior Boundary (see Footnote 1), on the easterly line of said Parcel 2, N. 00°44'31" W a distance of 406.16 ft. to |
AP 8A | an angle point in said easterly line; thence continuing on said line, N. 00°46'20" W. a distance of 760.00 ft. to |
AP 8B | the NE cor. of said Parcel 2; thence on the northerly line and extension thereof, N. 76°36'28" W., approximately 1,880 ft. to |
AP 9 | at intersection with the southerly extension of the easterly line of the City of Washougal Sewer Lagoon property, described in Instrument No. G410909, records of Clark County, Washington, and said original CRGNSA Exterior Boundary; thence on said southerly extension, N. 02°43'41" E., approximately 1,015 ft. to |
AP 10 | the SE cor. of said City of Washougal property, as shown in survey for Stevenson, Book 5 of Surveys, Page 11, records of Clark County, Washington; thence on the east line of said property, N. 02°43'41" E., approximately 685 ft. to |
AP 11 | at intersection with the southerly line of the Joseph Gibbon Donation Land Claim (DLC) No. 49; thence on said southerly line, S. 56°16'24" E., approximately 490 ft. to |
AP 12 | on said southerly line; thence continuing on said southerly line, S. 70°16'24" E. a distance of 1,098.53 ft. to |
AP 13 | on said southerly line; thence continuing on said southerly line S. 80°16'24" E. a distance of 60.00 ft. to |
AP 14 | on said southerly line; thence leaving said southerly line, N. 1°18'36" E., approximately 3,460 ft. to |
AP 15 | at intersection with the southwesterly extension of the center line of Sunset View Road; thence on said extension and the center line thereof, northeasterly, approximately 3,000 ft. to |
AP 16 | at intersection with the center line of Wooding Road; thence on said center line of Wooding Road, northeasterly, approximately 3,555 ft. to |
AP 17 | at intersection of the thread of unnamed ravine with the crest of a ridge line; thence ascending said ridge line, northeasterly, approximately 4,700 ft. to |
AP 18 | at intersection with the center line of SE 377th Avenue and SE 35th Street; thence N. 45° E. a distance of 2,100 ft. to |
AP 19 | thence N. 22° E., approximately 1,100 ft. to |
AP 20 | at intersection with the 1,000-ft. contour line, National Geodetic Vertical Datum of 1929 (NGVD 1929); thence along said contour line, easterly, approximately 6,570 ft. to |
AP 21 | at intersection with the thread of an unnamed ravine; thence South, approximately 1,250 ft. to |
AP 22 | at intersection with the center line of Sunset View Road; thence S. 18° E., approximately 300 ft. to |
AP 23 | at intersection with the 900-ft. contour line, NGVD 1929; thence S. 78° E., approximately 2,410 ft. to T. 01 N., R. 05 E., Skamania County |
AP 24 | at summit of a minor peak; thence S. 83°40' E., approximately 2680 ft. to |
AP 25 | at summit of a minor peak; thence S. 43°55' E. a distance of 1,035 ft. to |
AP 26 | thence S. 64°26' E. a distance of 700 ft. to |
AP 27 | thence S. 75°48' E., approximately 895 ft. to |
AP 28 | at intersection of the center line of Belle Center Road with the center line of an unnamed private road approaching from the North, from which the intersection of the center line of Belle Center Road with the center line of Old Lawton Creek Road bears southwesterly, on said center line of Belle Center Road, approximately 350 ft.; thence on the center line of said Belle Center Road, southeasterly, approximately 3,385 ft. to |
AP 29 [AP 14] | at intersection with the center line of Mt. Pleasant Road, identical with AP 14 of the Gates of the Columbia River, Cape Horn Special Management Area (SMA) Legal Boundary Description; thence on said center line of Mt. Pleasant Road, on said SMA Boundary, easterly, approximately 1,930 ft. to |
AP 30 [AP 15] | at intersection with the center line of Strunk Road; thence on the center line of said Strunk Road, easterly, approximately 2,925 ft. to |
AP 31 [AP 16] | at intersection with the center line of Rim Drive private road; thence on the center line of said Rim Drive, northerly, a distance of 400 ft. to |
AP 32 [AP 17] | thence East, approximately 800 ft. to |
AP 33 [AP 18] | at intersection with the crest of a ridge line; thence along said ridge line the following general courses: N. 34°37' E., approximately 945 ft. to |
AP 34 [AP 19] | N. 56°50' E., approximately of 810 ft. to |
AP 35 [AP 20] | N. 36°35' E., approximately 1,110 ft. to |
AP 36 [AP 21] | at intersection with the line between secs. 9 and 10; thence on said line, North, approximately 200 ft. to |
AP 37 [AP 22] | the corner of secs. 3, 4, 9, and 10; thence on the line between said secs., 3 and 4, North, approximately 590 ft. to |
AP 38 [AP 23] | at intersection with the center line of Mt. Pleasant Road; thence on said center line, northeasterly, approximately 1,250 ft. to |
AP 39A [AP 24] | at intersection with the center line of Canyon Creek Road; thence on said center line, easterly, approximately 520 ft. to |
AP 39B [AP 25] | at intersection with the N. and S. center line of the SW1/4 of said sec. 3; thence leaving the aforementioned SMA boundary, continuing on said center line, easterly, approximately 420 ft. to |
AP 40 | at intersection with the center line of Salmon Falls Road; thence N. 2°16' E., approximately 555 ft. to |
AP 41 | at intersection with the crest of a ridge line; thence N. 65°41' E. a distance of 570 ft. to |
AP 42 | thence N. 49°39' E., approximately 480 ft. to |
AP 43 [AP 10] | at intersection with the N. and S. center line of the aforementioned sec. 3, identical with AP 10 of the Gates of the Columbia River, Beacon Rock SMA Legal Boundary Description; thence on said SMA Boundary, N. 40°48' E., approximately 505 ft. to |
AP 44 [AP 11] | at intersection with the thread of Canyon Creek; thence along said thread, northeasterly, approximately 3,765 ft. to |
AP 45 [AP 12] | at intersection with the line between sec. 2, T. 01 N., R. 05 E. and sec. 35, T. 02 N., R. 05 E.; thence on said line, East, approximately 3,650 ft. to |
AP 46 [AP 13] | the E1/16 cor. of said secs. 2 and 35; thence on the N. and S. center line of the SE1/4 of said sec. 35, North, approximately 1,320 ft. to T. 02 N., R. 05 E. |
AP 47 [AP 14] | the SE1/16 corner of said sec. 35; thence on the E. and W. center line of said SE1/4, East, approximately 1,328 ft. to |
AP 48 [AP 15] | the S1/16 cor. of secs. 35 and 36; thence on the line between said secs., North, approximately 1,875 ft. to |
AP 49 [AP 16] | at intersection with the thread of the aforementioned Canyon Creek; thence along said thread, northeasterly, approximately 3,950 ft. to |
AP 50 [AP 17] | at intersection with the line between secs. 25 and 36; thence on said line, East, approximately 2,260 ft. to |
AP 51A [AP 18] | the cor. of secs. 25 and 36, T. 2 N., R. 5 E., on the west line of sec. 31, T. 2 N., R. 6 E.; thence on the line between said secs. 25 and 31, N. 00°59' W. a distance of 68.64 ft. to |
AP 51B [AP 19] | the cor. of secs. 30 and 31, T. 2 N., R. 6 E., on the east line of said sec. 25; thence on the line between said secs. 25 and 30, N. 00°30' W., approximately 2, 020 ft. to T. 02 N., R. 06 E. |
AP 52 [AP 20] | at intersection with the center line of the Bonneville Power Administration (BPA) North Bonneville - Troutdale No. 1 Transmission Line; thence on said center line, northeasterly, approximately 5,870 ft. to |
AP 53 [AP 21] | at intersection with the line between secs. 29 and 30; thence on said line, N. 00°32' E., approximately 985 ft. to |
AP 54 [AP 22] | the cor. of secs. 19, 20, 29, and 30; thence on the line between said secs. 19 and 20, North, approximately 5,280 ft. to |
AP 55 [AP 23] | the cor. of secs. 17, 18, 19, and 20; thence on the line between said secs. 17 and 20, East, approximately 5,310 ft. to |
AP 56 [AP 24] | the cor. of secs. 16, 17, 20, and 21; thence on the line between said secs. 16 and 17, North, approximately 5,280 ft. to |
AP 57 [AP 25] | the cor. of secs. 8, 9, 16, and 17; thence on the line between said secs. 8 and 9, North, approximately 2,670 ft. to |
AP 58 [AP 26] | at intersection with the center line of the BPA McNary - Ross No. 1 Transmission Line; thence on said line, northeasterly, approximately 22,660 ft. to T. 03 N., R. 06 E. |
AP 59 [AP 27] | at intersection with the line between sec. 36, T. 03 N., R. 06 E., and sec. 31, T. 03 N., R. 07 E.; thence on said line, North, approximately 7,405 ft. to |
AP 60 [AP 28] | not used |
AP 61 [AP 29] | at intersection with the crest of a ridge line; thence along said ridge line, northeasterly, approximately 3,000 ft. to T. 03 N., R. 07 E. |
AP 62 [AP 30] | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 3,900 ft. to |
AP 63 [AP 31] | at a four-way intersection of unnamed primitive roads; thence ascending along said ridge line, easterly, 2,030 ft. to |
AP 64 [AP 32] | at intersection with the center line of the BPA McNary - Ross No. 1 Transmission Line; thence on said center line, easterly, approximately 11,295 ft. to |
AP 65 [AP 33] | at intersection with the N. and S. center line of sec. 27; thence leaving the aforementioned SMA Boundary, continuing on center line of said transmission line, easterly, approximately 5,480 ft. to |
AP 66 | at intersection with the N. and S. center line of sec. 26; thence on said center line, North, approximately 790 ft. to |
AP 67 | the 1/4 cor. of secs. 23 and 26; thence on the N. and S. center line of said sec. 23, North, approximately 5,280 ft. to |
AP 68 | the 1/4 cor. of secs. 14 and 23; thence on the N. and S. center line of said sec. 14, North, approximately 765 ft. to |
AP 69 | at intersection with the northeasterly ridge line descending from a minor peak; thence along said ridge line, northeasterly, approximately 4,320 ft. to |
AP 70 | at intersection with the 2,400-ft. contour line, NGVD 1929; thence N. 76°19' E. a distance of 1,295 ft. to |
AP 71 | thence S. 67°51' E. a distance of 1,780 ft. to |
AP 72 | thence S. 84°28' E., approximately 1,415 ft. to |
AP 73 | the summit of a minor peak; thence S. 84°09' E., approximately 700 ft. to T. 03 N., R. 07.5 E. |
AP 74 | at intersection with the 2,400-ft. contour line, NGVD 1929; thence easterly, approximately 1,795 ft. to |
AP 75 | at intersection of the 2,000-ft. contour line, NGVD 1929 with the thread of Carson Creek; thence on said contour, easterly, approximately 3,990 ft. to |
AP 76 | at intersection with the line between sec. 13, T. 03 N., R. 07.5 E., and sec. 18, T. 03 N., R. 08 E.; thence on the line between said secs., N. 01°25' E. a distance of 2,655 ft. to |
AP 77 | thence East a distance of 2,280 ft. to T. 03 N., R. 08 E. |
AP 78 | thence N. 72°16' E., approximately 1,130 ft. to |
AP 79 | at intersection with the right bank of the Wind River at OHWM; thence along said right bank at intersection with OHWM, northeasterly, a distance of 795 ft. to |
AP 80 | thence leaving said right bank, N. 78°48' E., approximately 1,125 ft. to |
AP 81A {AP 1} | the cor. of secs. 7, 8, 17, and 18, identical with the Carson, Washington, Urban Area (UA) Boundary Description, identical with AP 1 of said UA Legal Boundary Description; thence on the line between said secs. 8 and 17, identical with said UAB, S. 88°24' E., approximately 2,120 ft. to |
AP 81B {AP 2} [AP 1] | at intersection with the 560-ft contour line, NGVD 1929, identical with AP 2 of said UA Boundary Description and AP 1 of the Wind Mountain Special Management Area (SMA) Legal Boundary Description; thence leaving said UA Boundary, continuing on the line between said secs. 8 and 17, S. 88°24' E., approximately 469 ft. to |
AP 82A | the S1/4 cor. of said sec. 8; thence continuing on the line between said secs. 8 and 17, S. 87°02' E., approximately 2,928 ft. to |
AP 82B | the SE cor. of said sec. 8; thence on the east line of said sec. 8, N. 00°05' W., approximately 4,871 ft. to |
AP 83 | the cor. of secs. 5 and 8; thence on the east line of said sec. 5, N. 00°14' W., approximately 600 ft. to |
AP 84 | at intersection with the crest of a ridge line; thence ascending along said ridge line, easterly, approximately 1,700 ft. to |
AP 85 | the summit of a minor peak; thence continuing along said ridge line, easterly, approximately 1,735 ft. to |
AP 86 | the summit of a minor peak; thence continuing along said ridge line, easterly, approximately 1,080 ft. to |
AP 87 | the summit of a minor peak; thence S. 42°38' E., approximately 750 ft. to |
AP 88 | at intersection with the center line of National Forest (N.F.) Road 6808; thence on said center line, easterly, approximately 3,000 ft. to |
AP 89 | at intersection with the center line of N.F. Road 016; thence ascending N. 52°45' E., approximately 830 ft. to |
AP 90 | at intersection with the crest of a ridge line; thence descending along ridge line, easterly, approximately 1,380 ft. to |
AP 91 | a saddle in said ridge line; thence ascending along said ridge line, easterly, approximately 1,435 ft. to |
AP 92 | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 1,070 ft. to |
AP 93 | a saddle in said ridge line; thence ascending along said ridge line, easterly, approximately 610 ft. to |
AP 94 | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 1,000 ft. to |
AP 95 | a saddle in said ridge line; thence ascending along said ridge line, easterly, approximately 1,110 ft. to |
AP 96 | the summit of a minor peak; thence descending along the crest of a ridge line, northeasterly, approximately 930 ft. to |
AP 97 | a saddle in said ridge line; thence ascending along said ridge line, northeasterly, approximately 730 ft. to |
AP 98 | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 590 ft. to |
AP 99 | a saddle in said ridge line; thence N. 12°24' E., approximately 740 ft. to |
AP 100 | at intersection with center line of an unnamed primitive road; thence N. 18°49' E., approximately 510 ft. to |
AP 101 | at intersection with center line of an unnamed primitive road; thence ascending N. 38°36' E., approximately 725 ft. to |
AP 102 | at intersection with the crest of a ridge line; thence ascending along said ridge line, northeasterly, approximately 2,550 ft. to |
AP 103 | the summit of a minor peak; thence descending along the crest of a ridge line, northeasterly, approximately 1,650 ft. to T. 04 N., R. 08 E. |
AP 104 | at intersection with N.F. Road 6808, identical with Triangle Pass; thence ascending along said ridge line, easterly, approximately 1,475 ft. to T. 04 N., R. 09 E. |
AP 105 | the summit of a minor peak; thence along the crest of a ridge line, easterly, approximately 3,090 ft. to |
AP 106 | the summit of a minor peak; thence descending along the crest of a ridge line, southeasterly, approximately 1,375 ft. to |
AP 107 | at intersection with the north line of sec. 6, T. 03 N., R. 09 E.; thence on the north line of said sec. 6, East, approximately 610 ft. to |
AP 108 | the cor. of secs. 5 and 6; thence on the north line of said sec. 5, East, approximately 1,313 ft. to |
AP 109 | the W1/16 cor. on the north line of said sec. 5; thence on the N. and S. center line of the W1/2 of said sec. 5, S. 00°01' E., approximately 5,275 ft. to T. 03 N., R. 09 E. |
AP 110 | the W1/16 cor. between secs. 5 and 8; thence on the line between said secs., West, approximately 1,320 ft. to |
AP 111 | the cor. of secs. 5, 6, 7, and 8; thence on the line between said secs. 7 and 8, S. 00°01' E., approximately 5,280 ft. to |
AP 112 | the cor. of secs. 7, 8, 17, and 18; thence on the line between secs. 8 and 17, N. 89°43' E., approximately, 775 ft. to |
AP 113 | at intersection with the crest of a ridge line; thence ascending along said ridge line, southeasterly, approximately 440 ft. to |
AP 114 | the summit of Augspurger Mountain; thence along the crest of a ridge line easterly and southeasterly, approximately 14,160 ft. to |
AP 115 | the summit of Cook Hill; thence descending along the crest of a ridge line, northeasterly, approximately 1,665 ft. to |
AP 116 | at intersection of the center line of Bunker Keys Road with the thread of an unnamed ravine to the southeast; thence along said ridge line, easterly, approximately 3,850 ft. to |
AP 117 | at thread of an unnamed ravine; thence N. 60°16' E., approximately 1,190 ft. to |
AP 118 | at intersection with the crest of a ridge line; thence along said ridge line, northeasterly, approximately 1,125 ft. to |
AP 119 | at intersection with the 1,400-ft. contour line, NGVD 1929; thence N. 24°47'E., approximately 860 ft. to |
AP 120 | at intersection of the center line of Cook-Underwood Road with the line between secs. 14 and 23; thence northeasterly, approximately 640 ft. to |
AP 121 | at intersection of the thread of Bunker Creek with the crest line of the break of the Little White Salmon River, as shown on survey for Broughton Lumber Company, Auditor's File Number (AFN) 2009173545, records of Skamania County, Washington, from which the 1/4 cor. of said secs. 14 and 23 bears S. 14°29'31" W. a distance of 179.61 ft.; thence along said break line, identical with said survey line, northerly, approximately 1,840 ft. to |
AP 122 | at intersection with the N. and S. center line of sec. 14; thence leaving said survey line, continuing along said break, northerly, approximately 2,335 ft. to |
AP 123 | at intersection with the E. and W. center line of the NW1/4 of said sec. 14; thence continuing along said break, identical with the aforementioned survey line, northerly, approximately 4,590 ft. to |
AP 124 | at intersection with the southerly extension of the westerly boundary of the Willard National Fish Hatchery as described in Book 33 of Deeds, page 429, records of Skamania County, Washington; thence on said southerly extension, N. 04°31'17" E. a distance of 445.24 ft. to |
AP 125 | the SW cor. of said hatchery, a brass disc in concrete, as shown in the aforementioned survey; thence on the westerly boundary of said hatchery, N. 04°31'17" E., approximately 250 ft. to |
AP 126 | at intersection with the center line of Willard Road; thence on said center line, northerly, approximately 2,805 ft. to |
AP 127 | at intersection with the line between secs. 2 and 11; thence on the line between said secs., easterly, approximately 1,160 ft. to |
AP 128 | the cor. of secs. 1, 2, 11, and 12; thence on the line between said secs. 11 and 12, S. 08°19'14" W. a distance of 1,665.96 ft. to |
AP 129 | the intersection with the center line of Cook-Underwood Road; thence on said center line, identical with the aforementioned survey, southerly, approximately 2,240 ft. to |
AP 130 | at intersection with the aforementioned break; thence along said break, southerly, approximately 7,815 ft. to |
AP 131 | a 5/8-in. iron rod with red plastic cap inscribed Klein and Associates WA 42690, as shown in the aforementioned survey; thence S. 11°26'03" E. a distance of 48.13 ft. to |
AP 132 | thence leaving said break S. 39°58' E., approximately 485 ft. to |
AP 133A | at intersection with the center line of Cook - Underwood Road; thence S. 62°52' E. a distance of 1,060 ft. to |
AP 133B | at intersection with the crest of the ridge line of Chemawa Hill; thence along said ridge line, easterly, approximately 1,040 ft. to |
AP 134 | at a 6-ft. fiberglass post as established in survey for Saddleback Wind Mountain Power Project, AFN 2007167932, records of Skamania County, Washington; thence along said ridge line, identical with said survey, the following courses: S. 86°56'03" E. a distance of 179.61 ft. to |
AP 135 | S. 76°36'14" E. a distance of 187.84 ft. to |
AP 136 | N. 84°46'00" E. a distance of 2,539.88 ft. to |
AP 137 | N. 82°26'54" E. a distance of 460.18 ft. to |
AP 138 | N. 75°56'05" E. a distance of 683.90 ft. to |
AP 139 | N. 59°35'54" E. a distance of 404.10 ft. to T. 03 N., R. 10 E. |
AP 140 | N. 29°06'37" E. a distance of 535.56 ft. to |
AP 141 | N. 42°03'58" E. a distance of 1,321.37 ft. to |
AP 142 | at intersection with the thread of an unnamed ravine; thence across the westerly slope of Underwood Mountain, identical with the aforementioned survey, N. 32°26'15" E. a distance of 1,026.33 ft. to |
AP 143 | thence continuing across said westerly slope, identical with said survey, N. 15°00'52" E. a distance of 761.43 ft. to |
AP 144 | at intersection with the center line of an unnamed primitive road; thence continuing across said westerly slope, identical with said survey, N. 02°47'01" W. a distance of 599.14 ft. to |
AP 145 | at intersection with the center line of an unnamed primitive road; thence continuing across said westerly slope, identical with said survey, along the following courses: N. 30°07'03" E. a distance of 680.51 ft. to |
AP 146 | N. 50°55'05" E. a distance of 1,094.10 ft. to |
AP 147 | N. 32°58'21" E. a distance of 725.04 ft. to |
AP 148 | N. 25°12'38" W. a distance of 546.42 ft. to |
AP 149 | N. 25°50'55" E. a distance of 737.50 ft. to |
AP 150 | N. 50°40'20" E. a distance of 1,007.69 ft. to |
AP 151 | at intersection with the center line of an unnamed primitive road; thence continuing across said westerly slope, identical with said survey, along the following courses: S. 78°22'50" E. a distance of 503.70 ft. to |
AP 152 | N. 67°07'32" E. a distance of 388.70 ft. to |
AP 153 | at intersection with the center line of an unnamed primitive road; thence across the northerly slope, identical with said survey, along the following courses: S. 87°34'48" E. a distance of 887.73 ft. to |
AP 154 | S. 44°06'22" E. a distance of 425.31 ft. to |
AP 155 | S. 59°55'31" E. a distance of 1,289.76 ft. to |
AP 156 | from which the 1/4 cor. of secs. 7 and 8 bears S. 84°19'41" W. a distance of 2,264.58 ft.; thence leaving said survey, ascending easterly slope of Underwood Mountain, S. 64°27' E., approximately 540 ft. to |
AP 157 | thence S. 23°04' E., approximately 1,860 ft. to |
AP 158 | thence descending easterly slope of Underwood Mountain, S. 76°59' E., approximately 900 ft. to |
AP 159 | thence S. 58°57' E., approximately 970 ft. to |
AP 160 | at intersection with the center line of forest road CG3010; thence continuing to descending, S. 70°20' E., approximately 1,145 ft. to |
AP 161 | thence S. 58°27' E., approximately 1,330 ft. to |
AP 162 | thence S. 80°10' E., approximately 550 ft. to |
AP 163 | at intersection with the center line of Little Buck Creek County Road; thence ascending, S. 80°23' E., approximately 1,125 ft. to |
AP 164 | thence N. 56°12' E., approximately 1,310 ft. to |
AP 165 | the summit of a minor peak; thence descending, N. 73°56' E., approximately 845 ft. to |
AP 166 | at intersection with the center line of Lacock-Kelchner County Road; thence N. 66°56' E., approximately 525 ft. to |
AP 167 | thence N. 49°55' E., approximately 750 ft. to |
AP 168 | at intersection with the thread of an unnamed creek; thence N. 06°08' W., approximately 1,410 ft. to |
AP 169 | the summit of Green Mountain; thence descending the crest of a ridge line, northerly, approximately 4,230 ft. to |
AP 170 | from which the line between secs. 3 and 10 bears S. a distance of 485 ft.; thence N. 81°18' E., approximately 370 ft. to |
AP 171 | thence S 34°17' E., approximately 190 ft. to |
AP 172 | at intersection with the right bank of the former Northwestern Lake, at Normal Pool Elevation 294 ft., NGVD 1929; thence S. 77°00' E., approximately 610 ft. to T. 03 N., R. 10 E., Klickitat County |
AP 173 | at intersection of the left bank of said lake at Normal Pool Elevation with the thread of an unnamed creek; thence S. 43°59' E., approximately 320 ft. to |
AP 174 | at intersection with the line between secs. 3 and 10, from which the 1/4 cor. of said secs. bears N. 88°40'06" W. a distance of 509.36 ft., a 5/8-in. iron rod as shown in Short Plat No. SP-93-11 for SDS Lumber Company, AFN 238784, records of Klickitat County, Washington; thence on the line established by said survey, S. 55°12'25" E. a distance of 1,259.80 ft. to |
AP 175 | thence S. 70°08'16" E. a distance of 214.73 ft. to |
AP 176 | thence S. 82°02'23" E., approximately 683 ft. to |
AP 177 | at intersection with the center line of Washington State Highway 141; thence S. 65°01' E., approximately 535 ft. to |
AP 178 | at intersection with the thread of an unnamed ravine; thence along said thread, southeasterly, approximately 1,760 ft. to |
AP 179 | at intersection with the 800-ft. contour, NGVD 1929; thence ascending westerly slope of Bald Mountain along the following courses: N. 67°15' E., approximately 545 ft. to |
AP 180 | N. 34°36' E., approximately 310 ft. to |
AP 181 | N. 65°51' E., approximately 1,210 ft. to |
AP 182 | N. 88°03' E., approximately 350 ft. to |
AP 183 | N. 66°00' E., approximately 615 ft. to |
AP 184 | at saddle of a ridge line; thence continuing ascent of Bald Mountain along the following courses: S. 81°42' E., approximately 535 ft. to |
AP 185 | S. 49°29' E., approximately 520 ft. to |
AP 186 | S. 32°19' E., approximately 1,285 ft. to |
AP 187 | at intersection with the crest of a ridge line of Bald Mountain; thence along said ridge line, N. 86°08' E., approximately 225 ft. to |
AP 188 | thence N. 29°16' E. a distance of 520 ft. to |
AP 189 | on westerly slope of Bald Mountain; thence ascending, N. 27°22' E., approximately 745 ft. to |
AP 190 | the summit of a minor peak; thence descending, along the following courses: S. 61°19' E., approximately 1,805 ft. to |
AP 191 | S. 45°17' E., approximately 700 ft. to |
AP 192 | S. 70°40' E., approximately 125 ft. to |
AP 193 | S. 33°38' E., approximately 455 ft. to |
AP 194 | S. 32°37' E., approximately 890 ft. to |
AP 195 | S. 71°52' E., approximately 515 ft. to |
AP 196 | at intersection of the center line of Wnuk County Road with the line between sec. 12, T. 03 N., R. 10 E. and sec. 7, T. 03 N., R. 11 E.; thence on the line between said secs., South, approximately 1,460 ft. to |
AP 197 | the cor. of secs. 12 and 13, T. 03 N., R. 10 E. and secs. 7 and 18, T. 03 N., R. 11 E.; thence on the line between said secs. 13 and 18, southerly, approximately 2,385 ft. to |
AP 198 {AP 29} | at intersection with the White Salmon and Bingen, Washington, Urban Area (UA) Boundary, identical with AP 29 of said UA Legal Boundary Description; thence on with said Boundary, N. 90° E. a distance of 1,189.0 ft. to T. 03 N., R. 11 E. |
AP 199 {AP 30} | thence across the easterly slope of Cemetery Hill, South a distance of 773.0 ft. to |
AP 200 {AP 31} | thence descending, N. 90° E., approximately 1,430 ft. to |
AP 201 {AP 32} | at intersection with the N. and S. center line of sec. 18; thence on said N. and S. center line, S. 0°29'38" E., approximately 2,055 ft. to |
AP 202 {AP 33} | the 1/4 cor. of secs. 18 and 19, perpetuated with a 5/8-in. iron rod with aluminum cap driven into a 1-in iron pipe as shown in Short Plat SP 97-16, AFN 1003866, records of Klickitat County, Washington; thence leaving the aforementioned UA Boundary, on the line between said secs., East, approximately 2,640 ft. to |
AP 203 | the cor. of secs. 17, 18, 19, and 20; thence on the line between said secs. 17 and 20, East, approximately 5,280 ft. to |
AP 204 | the cor. of secs. 16, 17, 20, and 21; thence on the line between said secs. 20 and 21, South, approximately 5,280 ft. to |
AP 205 | the cor. of secs. 20, 21, 28, and 29; thence on the line between said secs. 21 and 28, East, approximately 2,645 ft. to |
AP 206 | the 1/4 cor. of said secs. 21 and 28; thence on the N. and S. center line of said sec. 28, South, approximately 1,320 ft. to |
AP 207 [AP 1] | the N1/16 cor. of said sec. 28, identical with AP 1 of the Burdoin Mountain SMA Legal Boundary Description; thence on the E. and W. center line of the NE1/4 of said sec., on said SMA Boundary, East, approximately 2,643 ft. to |
AP 208 [AP 2] | the N1/16 cor. between secs. 27 and 28; thence on the E. and W. center line of the NW1/4 of said sec. 27, East, approximately 2,631 ft. to |
AP 209 [AP 3] | the N1/16 cor. of said sec. 27; thence on the N. and S. center line of said sec., North, approximately 1,320 ft. to |
AP 210 [AP 4] | the 1/4 cor. of secs. 22 and 27; thence on the line between said secs., East, approximately 2,628 ft. to |
AP 211 [AP 5] | the cor. of secs. 22, 23, 26, and 27; thence on the line between said secs. 22 and 23, North, approximately 5,280 ft. to |
AP 212 [AP 6] | the cor. of secs. 14, 15, 22, and 23; thence on the line between said secs. 15 and 22, N. 89°49' W., approximately 2,631 ft. to |
AP 213 [AP 7] | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 15, North, approximately 2,640 ft. to |
AP 214 [AP 8] | the C1/4 cor. of said sec. 15; thence on the E. and W. center line of said sec., S. 89°54'30" E., approximately 2,633 ft. to |
AP 215 [AP 9] | the 1/4 cor. of secs. 14 and 15; thence on the E. and W. center line of said sec. 14, N. 89°44' E., approximately 5,276 ft. to |
AP 216 [AP 10] | the 1/4 cor. of secs. 13 and 14; thence on the line between said secs., North, approximately 2,640 ft. to |
AP 217 [AP 11] | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 12, North, approximately 1,320 ft. to |
AP 218 [AP 12] | the S1/16 cor. between secs. 11 and 12; thence on the E. and W. center line of the SE1/4 of said sec. 11, S. 89°47'15" W., approximately 2,639 ft. to |
AP 219 [AP 13] | the S1/16 cor. of said sec. 11; thence on the N. and S. center line of said sec., North, approximately 1,320 ft. to |
AP 220 [AP 14] | the C1/4 cor. of said sec. 11; thence on the E. and W. center line of said sec., S. 89°51'30" W., approximately 2,641 ft. to |
AP 221 [AP 15] | the 1/4 cor. of secs. 10 and 11; thence on the E. and W. center line of said sec. 10, N. 89°56' W., approximately 275 ft. to |
AP 222 [AP 16] | at intersection with the center line of Bates County Road; thence on said center line, northwesterly, approximately 3,255 ft. to |
AP 223 [AP 17] | at intersection with the N. and S. center line of said sec. 10; thence on said center line, North, approximately 1,045 ft. to |
AP 224 [AP 18] | the 1/4 cor. of secs. 3 and 10; thence on the N. and S. center line of said sec. 3, North a distance of 1,000 ft. to |
AP 225 [AP 19] | thence East, approximately 1,330 ft. to |
AP 226 [AP 20] | at intersection with the N. and S. center line of the E1/2 of said sec. 3; thence on said center line, North, approximately 4,360 ft. to |
AP 227 [AP 21] | the E1/16 cor. between said sec. 3 and sec. 34, T. 4 N., R. 11 E.; thence on the N. and S. center line of the SE1/4 of said sec. 34, North, approximately 2,160 ft. to (see Footnote 2) T. 04 N., R. 11 E. |
AP 228 [AP 22] | the NW cor. of Parcel 13, as described in Corrected Warranty Deed, AFN 1086793, records of Klickitat County, Washington; thence on the northerly line of said parcel, easterly, approximately 1,315 ft. to |
AP 229 [AP 23] | the NE cor. of said Parcel 13, on the line between secs. 34 and 35; thence on the line between said secs., South, approximately 2,160 ft. to |
AP 230 [AP 24] | the cor. of secs. 34 and 35, T. 04 N., R. 11 E., and secs. 2 and 3, T. 03 N., R. 11 E.; thence on the line between said secs. 2 and 35, East, approximately 1,320 ft. to |
AP 231 [AP 25] | the W1/16 cor. between said secs.; thence S. 26°28' E., approximately 3,165 ft. to T. 03 N., R. 11 E. |
AP 232 [AP 26] | at intersection with the N. and S. center line of said sec. 2; thence on said N. and S. center line as shown on Survey, AFN 1100614, records of Klickitat County, Washington, S. 00°37'41" W. a distance of 1,175 ft. to |
AP 233 [AP 27] | the S1/16 cor. of said sec. 2; thence on the E. and W. center line of the SE1/4 of said sec., as shown on said survey, S. 89°24'10" E. a distance of 2,648.36 ft. to |
AP 234 [AP 28] | the S1/16 cor. between secs. 1 and 2; thence on the line between said secs., as shown on said survey, N. 00°55'04" E. a distance of 666.50 ft. to |
AP 235 [AP 29] | the N-S1/64 cor. between said secs.; thence on the E. and W. center line of the NW1/4 SW1/4 of said sec. 1, East, approximately 660 ft. to |
AP 236 [AP 30] | the NW-SW1/64 cor. of said sec.; thence on the N. and S. center line of the NW1/4 SW1/4 of said sec. North, approximately 660 ft. to |
AP 237 [AP 31] | the W-W1/64 cor. of said sec.; thence on the E. and W. center line of said sec., East, approximately 660 ft. to |
AP 238 [AP 32] | the W1/16 cor. of said sec.; thence on the N. and S. center line of the NW1/4 of said sec., North, approximately 2,640 ft. to |
AP 239 [AP 33] | the W1/16 cor. between said sec. 1 and sec. 36, T. 04 N., R. 11 E.; thence on the N. and S. center line of the SW1/4 of said sec. 36, North, approximately 650 ft. to T. 04 N., R. 11 E. |
AP 240 [AP 34] | at intersection with the 2,200-ft. contour line, NGVD 1929; thence along said contour line, northeasterly, approximately 9,920 ft. to T. 04 N., R. 12 E. |
AP 241 [AP 35] | at intersection with a line from which the N. and S. center line of the SW1/4 of sec. 30 bears westerly a distance of 740 ft. when measured perpendicular therefrom; thence on said line, parallel with said N. and S. center line, North, approximately 1,520 ft. to |
AP 242 [AP 36] | at intersection with the E. and W. center line of said sec. 30; thence on said center line, East, approximately 3,210 ft. to |
AP 243 [AP 37] | the 1/4 cor. of secs. 29 and 30; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 244 [AP 38] | the cor. of secs. 29, 30, 31, and 32; thence on the line between said secs. 31 and 32, South, approximately 2,400 ft. to |
AP 245 [AP 39] | at intersection with the center line of the BPA North Bonneville-Midway No. 1 Transmission Line; thence on said center line, S. 74°08' W., approximately 5,430 ft. to |
AP 246 [AP 40] | at intersection with the line between sec. 36, T. 04 N., R. 11 E., and sec. 31, T. 04 N., R. 12 E.; thence on the line between said secs., South, approximately 1,600 ft. to |
AP 247A [AP 41A] | the cor. of sec. 36, T. 04 N., R. 11 E. and sec. 31, T. 04 N., R. 12 E.; thence on the line between said sec. 31, and sec. 1, T. 03 N., R. 11 E., S. 89° 35' 40" E. a distance of 196.36 ft. to |
AP 247B [AP 41B] | the NE cor. of said sec. 1; thence on the line between Rs. 11 and 12 E., southerly, approximately 5,551 ft. to T. 03 N., R. 12 E. |
AP 248 [AP 42] | the cor. of secs. 1 and 12, T. 03 N., R. 11 E., and secs. 6 and 7, T. 03 N., R. 12 E.; thence on the line between said secs. 12 and 7, South, approximately 2,640 ft. to |
AP 249 [AP 43] | the 1/4 cor. of said secs.; thence on the E. and W. center line of said sec. 7, East, approximately 2,630 ft. to |
AP 250 [AP 44] | the C1/4 of said sec. 7; thence leaving the aforementioned Burdoin Mountain SMA Boundary, continuing on said center line, East, approximately 2,630 ft. to |
AP 251 | the 1/4 cor. of secs. 7 and 8; thence on the line between said secs., North, approximately 2,640 ft. to |
AP 252 | the cor. of secs. 5, 6, 7, and 8; thence on the line between said secs. 5 and 8, S. 89°49' E., approximately 5,293 ft. to |
AP 253 | the cor. of secs. 4, 5, 8, and 9; thence on the line between said secs. 4 and 9, S. 89°51' E., approximately 5,265 ft. to |
AP 254 | the cor. of secs. 3, 4, 9, and 10; thence on the line between said secs. 9 and 10, South, approximately 5,280 ft. to |
AP 255 | the cor. of secs. 9, 10, 15, and 16; thence on the line between said secs. 10 and 15, easterly, approximately 5,478 ft. to |
AP 256 | the cor. of secs. 10, 11, 14, and 15; thence on the line between said secs. 14 and 15, South, approximately 1,105 ft. to |
AP 257 | at intersection with the crest of a ridge line; thence descending said ridge line along the following general courses: S. 35°35' E., approximately 150 ft. to |
AP 258 | S. 84°59' E., approximately 175 ft. to |
AP 259 | S. 56°00' E., approximately 255 ft. to |
AP 260 | at intersection with the thread of an unnamed ravine; thence along the crest of a broad ridge line the following general courses: S. 70°45' E., approximately 555 ft. to |
AP 261 | S. 25°51' E., approximately 465 ft. to |
AP 262 | S. 40°59' E., approximately 400 ft. to |
AP 263 | S. 73°27' E., approximately 830 ft. to |
AP 264 | S. 13°10' E., approximately 200 ft. to |
AP 265 | S. 24°40' W., approximately 2,100 ft. to |
AP 266 | at intersection with the center line of Silva Ridge Road; thence descending the crest of a ridge line, S. 50°32' W., approximately 690 ft. to |
AP 267 | at intersection with a saddle in said ridge line; thence ascending said ridge line S. 08°20' W., approximately 495 ft. to |
AP 268 | at summit of a minor peak; thence descending said ridge line, S. 56°34' W., approximately 350 ft. to |
AP 269 | a 1-1/4-in. iron pipe with 2-1/2-in. aluminum cap, as established in Short Plat SP 98-17, AFN 1005796, records of Klickitat County, Washington; thence along said ridge line as shown on said Short Plat, S. 08°40'36" W. a distance of 1,889.80 ft. to |
AP 270 | a 1-1/4-in. iron pipe with 2-1/2-in. aluminum cap, as established in said Short Plat; thence descending along said ridge line, S. 08°48' W., approximately 1,195 ft. to |
AP 271 | at intersection of the line between secs. 22 and 23 with center line of an unnamed road; thence on said center line, southerly, approximately 1,085 ft. to |
AP 272 | at intersection with an unnamed road approaching from the northwest; thence continuing on said center line, southerly, approximately 2,845 ft. to |
AP 273 | the summit of a minor peak; thence descending said ridge line along the following general courses: S. 55°19' E., approximately 785 ft. to |
AP 274 | S. 25°11' E., approximately 1,925 ft. to |
AP 275 | S. 63°18' E., approximately 1,435 ft. to |
AP 276 | S. 47°55' E., approximately 265 ft. to |
AP 277 | at intersection with the thread of the Klickitat River; thence ascending, S. 45°47' E. a distance of 490 ft. to |
AP 278 | thence S. 64°04' E., approximately 1,845 ft. to |
AP 279 | the summit of a minor peak; thence along the crest of a ridge line the following general courses: N. 64°49' E., approximately 720 ft. to |
AP 280 | S. 55°13' E., approximately 1,710 ft. to |
AP 281 | S. 33°38' E., approximately 265 ft. to |
AP 282 | S. 31°26' E., approximately 350 ft. to |
AP 283 | S. 13°26' E., approximately 490 ft. to |
AP 284 | S. 32°47' E., approximately 280 ft. to |
AP 285 | S. 61°16' E., approximately 330 ft. to |
AP 286 | the summit of a minor peak; thence continuing along said ridge line the following general courses: N. 45°51' E., approximately 635 ft. to |
AP 287 | N. 58°28' E., approximately 865 ft. to |
AP 288 | S. 61°21' E., approximately 1,560 ft. to T. 03 N., R. 13 E. |
AP 289 | S. 66°58' E., approximately 865 ft. to |
AP 290 | S. 53°03' E., approximately 325 ft. to |
AP 291 | the intersection of the center line of the Lyle-Centerville Highway with the northerly extension of the easterly line of the land shown on survey for Lauterbach, at AFN 1033283, records of Klickitat County, Washington; thence on said extension and the easterly line thereof, S. 29°17'25" E., approximately 410 ft. to |
AP 292 | at intersection with the northerly right-of-way of Rowland Road, identical with a 5/8-in. iron rod with red plastic cap as shown on said survey; thence across said Rowland Road, S. 30° E., approximately 100 ft. to |
AP 293 | at intersection with the southerly right-of-way of said Rowland Road, identical with a 5/8-in. iron rod with red plastic cap, the northerly cor. between Lots 1 and 2, Short Plat SP-99-38, at AFN 1015179, records of Klickitat County, Washington; thence along the crest of a ridge line, as established on said Short Plat, S. 30°45'00" E. a distance of 968.13 ft. to |
AP 294 | a 5/8-in. iron rod with red plastic cap as shown on said Short Plat; thence S. 20°35'31" E. a distance of 493.44 ft. to |
AP 295 | at intersection with the line between sec. 31, T. 03 N., R. 13 E. and sec. 6, T. 02 N., R. 13 E., an iron pipe with brass cap, as shown on said Short Plat; thence on the line between said secs., S. 89°41'38" E. a distance of 486.63 ft. to |
AP 296 | the 1/4 cor. of said secs.; thence continuing on said sec. line, East, approximately 2,640 ft. to |
AP 297 | the cor. of secs. 31 and 32, T. 03 N., R. 13 E., and secs. 5 and 6, T. 02 N., R. 13 E.; thence on the line between said secs. 5 and 32, East, approximately 5,280 ft. to |
AP 298 | the cor. of secs. 32 and 33, T. 03 N., R. 13 E., and secs. 4 and 5, T. 02 N., R. 13 E.; thence on the line between said secs. 4 and 33, East, approximately 5,280 ft. to |
AP 299 | the cor. of secs. 33 and 34, T. 03 N., R. 13 E., and secs. 3 and 4, T. 02 N., R. 13 E.; thence on the line between said secs. 33 and 34, North, approximately 2,640 ft. to |
AP 300 | the 1/4 cor. of said secs. 33 and 34; thence on the E. and W. center line of said sec. 34, East, approximately 5,304 ft. to |
AP 301 | the 1/4 cor. of secs. 34 and 35; thence on the E. and W. center line of said sec. 35, East, approximately 2,632 ft. to |
AP 302 | the C1/4 cor. of said sec. 35; thence on the N. and S. center line of said sec., North, approximately 2,640 ft. to |
AP 303 | the 1/4 cor. of secs. 26 and 35; thence on the line between said secs., East, approximately 2,624 ft. to |
AP 304 | the cor. of secs. 25, 26, 35, and 36; thence on the line between said secs. 25 and 36, East, approximately 2,640 ft. to |
AP 305 | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 25, North, approximately 2,640 ft. to |
AP 306 | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., East, approximately 2,633 ft. to |
AP 307 | the 1/4 cor. of sec. 25, and sec. 30, T. 03 N., R. 14 E.; thence on the E. and W. center line of said sec. 30, East, approximately 5,439 ft. to T. 03 N., R. 14 E. |
AP 308 | the 1/4 cor. of secs. 29 and 30; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 309 | the cor. of secs. 29, 30, 31, and 32; thence on the line between said secs. 29 and 32, S. 89°36' E., approximately 5,247 ft. to |
AP 310 | the cor. of secs. 28, 29, 32, and 33; thence on the line between said secs. 32 and 33, South approximately 2,640 ft. to |
AP 311 | the 1/4 cor. of said secs. 32 and 33; thence on the E. and W. center line of said sec. 33, East, approximately 5,280 ft. to |
AP 312 | the 1/4 cor. of secs. 33 and 34; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 313 | the cor. of said secs. 33 and 34, and secs. 3 and 4, T. 02 N., R. 14 E.; thence on the line between said secs. 3 and 34, East, approximately 5,280 ft. to |
AP 314 | the cor. of secs. 34 and 35, T. 03 N., R. 14 E., and secs. 2 and 3, T. 02 N., R. 14 E.; thence on the line between said secs. 2 and 35, East, approximately 5,280 ft. to |
AP 315 | the cor. of secs. 35 and 36, T. 03 N., R. 14 E., and secs. 1 and 2, T. 02 N., R. 14 E.; thence on the line between said secs. 35 and 36, North, approximately 1,320 ft. to |
AP 316 | the S1/16 cor. between said secs.; thence on the E. and W. center line of the S1/2 of said sec. 36, S. 89°56'30" E., approximately 5,283 ft. to |
AP 317 | the S1/16 cor. between sec. 36, T. 03 N., R. 14 E., and sec. 31, T. 03 N., R. 15 E.; thence on the line between said secs., South, approximately, 1,320 ft. to |
AP 318 | the cor. of sec. 36, T. 03 N., R. 14 E., sec. 31, T. 03 N., R. 15 E., sec. 1, T. 02 N., R. 14 E., and sec. 6, T. 02 N., R. 15 E.; thence on the line between said secs. 31 and 6, S. 89°43' E., approximately 5,390 ft. to T. 02 N., R. 15 E. |
AP 319 | the cor. of secs. 31 and 32, T. 03 N., R. 15 E., and secs. 5 and 6, T. 02 N., R. 15 E.; thence on the line between said secs. 32 and 5, S. 89°43' E., approximately 2,640 ft. to |
AP 320 | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 5, South, approximately 2,640 ft. to |
AP 321 | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., East, approximately 2,653 ft. to |
AP 322 | the 1/4 cor. of secs. 4 and 5; thence on the E. and W. center line of said sec. 4, N. 89°55'30" E., approximately 5,300 ft. to |
AP 323 | the 1/4 cor. of secs. 3 and 4; thence on the E. and W. center line of said sec. 3, East, approximately 5,297 ft. to |
AP 324 | the 1/4 cor. of secs. 2 and 3; thence on the E. and W. center line of said sec. 2, East, approximately 2,648 ft. to |
AP 325 | the C1/4 cor. of said sec.; thence on the N. and S. center line of said sec., North, approximately 2,640 ft. to |
AP 326 | the 1/4 cor. of said sec. 2, and sec. 35, T. 03 N., R. 15 E.; thence on the line between said secs. 35 and 2, S. 89°43' E., approximately 2,640 ft. to |
AP 327 | the cor. of secs. 35 and 36, T. 03 N., R. 15 E., and secs. 1 and 2, T. 02 N., R. 15 E.; thence on the line between said secs. 1 and 2, South, approximately 5,280 ft. to |
AP 328 | the cor. of secs. 1, 2, 11, and 12; thence on the line between said secs. 11 and 12, South a distance of 5,280 ft. to |
AP 329 | the cor. of secs. 11,12, 13, and 14; thence on the line between said secs. 13 and 14, South a distance of 880 ft. to |
AP 330 | thence East a distance of 3,700 ft. to |
AP 331 | thence South, approximately 635 ft. to |
AP 332 | at intersection with the Oregon-Washington State Line in said sec. 13, T. 02 N., R. 15 E.; thence on said State line, S. 42°59' W., approximately 9,115 ft. to |
AP 333 | on said State line; thence S. 74°51' W., approximately 4,595 ft. to |
AP 334 | on said State line; thence N. 56°10' W., approximately 850 ft. to |
AP 335 | at intersection with the line between Wasco County and Sherman County, Oregon, identical with "a point on the boundary of the State opposite the mouth of the Deschutes River", as described in Oregon Revised Statutes (O.R.S.) 201.330, amended 1967; thence along said county line, S. 11°31' E., approximately 2,260 ft. to T. 02 N., R. 15 E., Wasco County, Oregon |
AP 336 | the main channel at the mouth of the Deschutes River; thence continuing along said county line, identical with said main channel, upstream, southerly, approximately 8,920 ft. to |
AP 337 | from which the intersection of said main channel with the thread of Ferry Springs Canyon bears N. 48°16' E. a distance of 155 ft.; thence ascending N. 74°14' W., approximately 1,605 ft. to |
AP 338 | thence N. 42°07' W., approximately 665 ft. to |
AP 339 | at intersection with the crest of a ridge line; thence ascending said ridge line the following general courses: S. 37°05' W., approximately 2,145 ft. to |
AP 340 | S. 21°21' W., approximately 905 ft. to |
AP 341 | S. 05°49' E., approximately 870 ft. to |
AP 342 | S. 36°32' W., approximately 765 ft. to T. 01 N., R. 15 E. |
AP 343 | S. 61°23' W., approximately 1,490 ft. to |
AP 344 | at intersection with the crest of Fulton Ridge line; thence along the crest of Fulton Ridge line the following general courses: N. 59°33' W., approximately 1,315 ft. to |
AP 345 | N. 37°03' W., approximately 1,485 ft. to T. 02 N., R. 15 E. |
AP 346 | N. 39°06' W., approximately 1,330 ft. to |
AP 347 | N. 29°24' W., approximately 1,635 ft. to |
AP 348 | N. 21°51' W., approximately 1,635 ft. to |
AP 349 | N. 51°45' W., approximately 925 ft. to |
AP 350 | N. 71°20' W., approximately 700 ft. to |
AP 351 | N. 64°49' W., approximately 3,150 ft. to |
AP 352 | N. 85°43' W., approximately 1,210 ft. to |
AP 353 | N. 57°04' W., approximately 1,010 ft. to |
AP 354 | N. 23°42' W., approximately 520 ft. to |
AP 355 | N. 41°55' W., approximately 2,160 ft. to |
AP 356 | N. 73°49' W., approximately 2,460 ft. to |
AP 357 | N. 82°45' W., approximately 4,529 ft. to |
AP 358 | N. 79°05' W., approximately 715 ft. to T. 02 N., R. 14 E. |
AP 359 | N. 50°28' W., approximately 1,535 ft. to |
AP 360 | thence descending, N. 86°35' W., approximately 650 ft. to |
AP 361 | at intersection with saddle between Fulton Ridge line and Kaser Ridge line; thence ascending, N. 87°38' W., approximately 1,655 ft. to |
AP 362 | the crest of Kaser Ridge line; thence along the crest of Kaser Ridge line the following general courses: S. 69°14' W., approximately 1,520 ft. to |
AP 363 | N. 86°56' W., approximately 1,120 ft. to |
AP 364 | S. 78°19' W., approximately 1,900 ft. to |
AP 365 | S. 86°29' W., approximately 1,480 ft. to |
AP 366 | N. 80°45' W., approximately 1,660 ft. to |
AP 367 | N. 84°43' W., approximately 1,885 ft. to |
AP 368 | thence descending, S. 85°07' W., approximately 2,510 ft. to |
AP 369 | on the crest of the divide between the Columbia River and Fifteenmile Creek; thence along said divide the following general courses: S. 76°14' W., approximately 1,210 ft. to |
AP 370 | S. 79°33' W., approximately 1,040 ft. to |
AP 371 | S. 69°48' W., approximately 510 ft. to |
AP 372 | S. 85°34' W., approximately 820 ft. to |
AP 373 | S. 46°12' W., approximately 520 ft. to |
AP 374 | S. 22°58' W., approximately 505 ft. to |
AP 375 | thence ascending, S. 08°06' W., approximately 465 ft. to |
AP 376 | the crest of Signal Hill; thence along the crest of Signal Hill the following general courses: S. 74°44' W., approximately 1,050 ft. to |
AP 377 | S. 58°41' W., approximately 745 ft. to |
AP 378 | S. 37°31' W., approximately 1,310 ft. to |
AP 379 | S. 10°12' W., approximately 1,965 ft. to |
AP 380 | S. 31°19' W., approximately 690 ft. to |
AP 381 | the summit of Signal Hill; thence descending, S. 27°55' E., approximately 945 ft. to |
AP 382 | thence S. 02°53' E., approximately 820 ft. to |
AP 383 | at intersection with the thread of an unnamed ravine; thence along said thread, southwesterly, approximately 3,405 ft. to |
AP 384 | at intersection with the thread of Fifteenmile Creek; thence along said thread, southeasterly, approximately 3,155 ft. to |
AP 385 | thence leaving said thread, S. 25°53' E., approximately 345 ft. to T. 01 N., R. 14 E. |
AP 386 | at intersection with the center line of Lower Eightmile County Road; thence ascending, S. 10°51' E., approximately 1,725 ft. to |
AP 387 | at intersection with the crest of a ridge line; thence descending, S. 29°36' W., approximately 320 ft. to |
AP 388 | thence descending, S. 51°45' W., approximately 440 ft. to |
AP 389 | at intersection with the thread of an unnamed ravine; thence ascending, S. 51°12' W. a distance of 1,325 ft. to |
AP 390 | at intersection with the crest of a ridge line; thence along said ridge line the following general courses: S. 59°57' W., approximately 660 ft. to |
AP 391 | S. 28°52' W., approximately 3,340 ft. to |
AP 392 | at intersection with the summit of a ridge line; thence descending along said ridge line the following general courses: S. 57°41' W., approximately 860 ft. to |
AP 393 | S. 53°21' W., approximately 1,080 ft. to |
AP 394 | N. 84°38' W., approximately 845 ft. to |
AP 395 | N. 16°34' W., approximately 710 ft. to |
AP 396 | N. 72°35' W., approximately 595 ft. to |
AP 397 | S. 54°50' W., approximately 640 ft. to |
AP 398 | S. 75°10' W., approximately 1,245 ft. to |
AP 399 | at intersection with the center line of U.S. Highway 197; thence S. 75°05' W., approximately 360 ft. to |
AP 400 | thence S. 85°14' W., approximately 2,115 ft. to T. 01 N., R. 13 E. |
AP 401 | thence S. 49°06' W., approximately 325 ft. to |
AP 402 | at intersection with the 400-ft. contour line, NGVD 1929; thence along said contour line, southwesterly, a distance of 1,905 ft. to |
AP 403 | on said contour line; thence, N. 75°54' W., approximately 495 ft. to |
AP 404 | at intersection with the center line of an unimproved road; thence ascending N. 36°00' W., approximately 1,405 ft. to |
AP 405 | the summit of a minor peak; thence N. 22°59' W., approximately 830 ft. to |
AP 406 | on the crest of a ridge line between Threemile Creek and City of The Dalles; thence along said ridge line the following general courses: S. 64°22' W., approximately 1,810 ft. to |
AP 407 | S. 53°02' W., approximately 1,070 ft. to |
AP 408 | S. 68°15' W., approximately 300 ft. to |
AP 409 | N. 70°29' W., approximately 785 ft. to |
AP 410 | S. 51°56' W., approximately 1,025 ft. to |
AP 411 | S. 66°20' W., approximately 935 ft. to |
AP 412 | S. 36°36' W., approximately 910 ft. to |
AP 413 | S. 61°59' W., approximately 990 ft. to |
AP 414 | S. 71°56' W., approximately 475 ft. to |
AP 415 | N. 88°49' W., approximately 380 ft. to |
AP 416 | at intersection with the center line of BPA Big Eddy - Troutdale No. 1 Transmission Line; thence on said center line, S. 56°21' W., approximately 1,740 ft. to |
AP 417 | at intersection with the center line of the Northern Wasco County People's Utility District (P.U.D.) Transmission Line; thence on the center line of said P.U.D. Transmission Line, S. 02°44' E., approximately 440 ft. to |
AP 418 | on said center line; thence on said center line, S. 35°04' W., approximately 3,690 ft. to |
AP 419 | at intersection with the crest of the divide between Threemile Creek and Dry Hollow; thence along said divide the following general courses: S. 20°07' W., approximately 900 ft. to |
AP 420 | S. 35°46' W., approximately 1,965 ft. to |
AP 421 | S. 47°41' W., approximately 785 ft. to |
AP 422 | S. 53°23' W., approximately 1,705 ft. to |
AP 423 | S. 38°25' W., approximately 1,425 ft. to |
AP 424 | S. 34°22' W., approximately 715 ft. to |
AP 425 | S. 15°45' W., approximately 1,125 ft. to |
AP 426 | S. 11°50' W., approximately 1,645 ft. to |
AP 427 | S. 40°56' W., approximately 1,275 ft. to |
AP 428 | S. 54°31' W., approximately 995 ft. to |
AP 429 | N. 77°14' W., approximately 495 ft. to |
AP 430 | the summit of a minor peak; thence descending along the crest of a broad ridge line, N. 02°19' W., approximately 3,015 ft. to |
AP 431 | on a pronounced ridge line; thence descending along said ridge line the following general courses: N. 29°22' W., approximately 1,465 ft. to |
AP 432 | N. 11°19' W., approximately 1,950 ft. to |
AP 433 | N. 34°10' W., approximately 890 ft. to |
AP 434 | N. 22°33' W., approximately of 905 ft. to |
AP 435 | at intersection with the 800-ft. contour line, NGVD 1929; thence along said contour line, southerly, approximately 1,725 ft. to |
AP 436 | at intersection with the thread of Whisky Gulch; thence continuing along on said contour line, northerly, approximately 6,385 ft. to |
AP 437 | thence continuing along on said contour line, southwesterly, approximately 2,355 ft. to |
AP 438 | at intersection with the thread of an unnamed ravine; thence along said thread, northerly, approximately 640 ft. to |
AP 439 | at intersection with the 600-ft. contour line, NGVD 1929; thence N. 79°57' W., approximately 780 ft. to |
AP 440 | thence S. 54°10' W., approximately 985 ft. to |
AP 441 | thence S. 58°05' W., approximately 1,270 ft. to |
AP 442 | thence N. 48°22' W., approximately 210 ft. to |
AP 443 | at intersection with the thread of Mill Creek; thence along said thread, northeasterly, approximately 1,305 ft. to |
AP 444 | at intersection with the northerly line of the Theodor Mesplie DLC No. 44; thence N. 43°03' E., approximately 315 ft. to |
AP 445 | at intersection with the center line of an unimproved road; thence N. 12°47' E., approximately 385 ft. to |
AP 446 | at intersection with the thread of an unnamed ravine; thence on said thread, northerly, approximately 1,535 ft. to |
AP 447 | at intersection with the line between secs. 7 and 18; thence leaving said ravine, N. 14°16' W., approximately 900 ft. to |
AP 448 | at intersection with the thread of another unnamed ravine; thence northwesterly, along said thread, approximately 1,585 ft. to T. 01 N., R. 12 E.; |
AP 449 | at confluence of the threads of two unnamed ravines; thence S. 86°30' W., approximately 2,090 ft. to |
AP 450 | thence N. 43°00' W., approximately 205 ft. to |
AP 451 | at intersection with the crest of a ridge line; thence along said ridge line the following general courses: N. 40°55' E., approximately 2,570 ft. to |
AP 452 | N. 23°35' E., approximately 1,215 ft. to T. 01 N., R. 13 E. |
AP 453 | N. 43°45' E., approximately 540 ft. to |
AP 454 | N. 53°25' E., approximately 900 ft. to |
AP 455 | N. 37°51' E., approximately 1,355 ft. to |
AP 456 | N. 20°35' E., approximately 840 ft. to |
AP 457 | at intersection with the 1,360-ft. contour line, NGVD 1929, as shown on County Survey (C.S.) Book 11 Page 193, records of Wasco County, Oregon; thence on line established in said survey, N. 04°59'11" E. a distance of 1,388.45 ft. to |
AP 458 | thence continuing on said line, N. 02°05'51" E. a distance of 4,784.54 ft. to T. 02 N., R. 13 E. |
AP 459 | the summit of a minor peak; thence descending the crest of a broad ridge line, N. 21°05' W., approximately 710 ft. to |
AP 460 | thence continuing descent, N. 37°50' W., approximately 1,900 ft. to |
AP 461 | thence N. 86°40' W., approximately 1,025 ft. to |
AP 462 | at intersection of the center line of McDonald Way with the line between secs. 30 and 31; thence N. 52°13' W., approximately 780 ft. to T. 02 N., R. 12 E. |
AP 463 | at intersection with the center line of Chenowith Creek County Road; thence ascending, on the following courses: N. 50°43' W. a distance of 1,735 ft. to |
AP 464 | N. 75°10' W. a distance of 1,680 ft. to |
AP 465 | N. 60°02' W., approximately 875 ft. to |
AP 466 | the summit of a minor peak, identical with the divide between Badger Creek and Chenoweth Creek; thence along said divide the following general courses: N. 81°59' W., approximately 275 ft. to |
AP 467 | S. 59°58' W., approximately 1,695 ft. to |
AP 468 | S. 86°43' W., approximately 460 ft. to |
AP 469 | at intersection with the center line of an unnamed primitive road; thence along said center line, westerly, approximately 6,925 ft. to |
AP 470 | at intersection with the crest of a ridge line; thence ascending along said ridge line the following general courses: N. 22°34' W., approximately 1,160 ft. to |
AP 471 | N. 38°40' W., approximately 650 ft. to |
AP 472 | N. 30°43' W., approximately 335 ft. to |
AP 473 | N. 46°12' W., approximately 310 ft. to |
AP 474 | at intersection of the 2,000-ft. contour line, NGVD 1929, with the crest of the divide between Badger Creek and Rowena Creek; thence along said divide the following general courses: N. 42°18' E., approximately 1,185 ft. to |
AP 475 | N. 67°23' E., approximately 900 ft. to |
AP 476 | N. 36°04' E., approximately 775 ft. to |
AP 477 | N. 25°55' E., approximately 1,500 ft. to |
AP 478 | N. 45°09' E., approximately 1,460 ft. to |
AP 479 | N. 40°52' E., approximately 685 ft. to |
AP 480 | N. 65°43' E., approximately 600 ft. to |
AP 481 | N. 55°05' E., approximately 830 ft. to |
AP 482 | at intersection with the 1,840-ft. contour line, NGVD 1929; thence N. 35°39' E. a distance of 465 ft. to |
AP 483 | thence N. 18°34' E. a distance of 665 ft. to |
AP 484 | thence N. 30°01' E. a distance of 780 ft. to |
AP 485 | thence N. 62°59' E., approximately 365 ft. to |
AP 486 | at intersection of the center line of Ortley private road with the center line of an unnamed primitive road; thence on the center line of said primitive road, easterly, approximately 2,315 ft. to |
AP 487 | at intersection with the southwesterly extension of the thread of an unnamed ravine; thence along said southwesterly extension and the thread thereof, northeasterly, approximately 2,695 ft. to |
AP 488 [AP 44] | at intersection with the E. and W. center line of sec. 13, identical with AP 44 of the Rowena SMA Legal Boundary Description; thence on said center line, on said SMA Boundary, West, approximately 1,075 ft. to |
AP 489 [AP 1] | the 1/4 cor. of secs. 13 and 14; thence on the line between said secs., North, approximately 2,640 ft. to |
AP 490 [AP 2] | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 14, N. 89°46' W., approximately 5,244 ft. to |
AP 491 [AP 3] | the cor. of secs. 10, 11, 14, and 15; thence on the line between said secs. 10 and 15, N 89°30' W., approximately 5,264 ft. to |
AP 492 [AP 4] | the cor. of secs. 9, 10, 15, and 16; thence leaving said SMA Boundary, on the line between said secs. 9 and 16, N. 89°35' W., approximately 5,282 ft. to |
AP 493 | the cor. of secs. 8, 9, 16, and 17; thence on the line between said secs. 8 and 17, N. 89°57' W., approximately 3,130 ft. to |
AP 494 | at intersection with the thread of an unnamed ravine; thence along said thread, westerly, approximately 6,640 ft. to |
AP 495 | at intersection with the thread of Dry Creek; thence along said thread, northwesterly, approximately 3,850 ft. to |
AP 496 | at intersection with the northerly right-of-way line of Dry Creek County Road; thence along said right-of-way line, northwesterly, approximately 2,690 ft. to T. 02 N., R. 11 E. |
AP 497 | at intersection with the line between secs. 1 and 12; thence on the line between said secs., S. 88°22' W., approximately 290 ft. to |
AP 498 {AP 8} | at intersection with the thread of Mosier Creek, identical with AP 8, Mosier UA Legal Boundary Legal Description; thence continuing on the line between said secs., on said UA Boundary, S. 88°22' W., approximately 150 ft. to |
AP 499 {AP 7B} | thence leaving said UA Boundary, S. 48°25' W., approximately 195 ft. to |
AP 500 | thence S. 34°19' W. a distance of 980 ft. to |
AP 501 | thence S. 41°24' W. a distance of 1,085 ft. to |
AP 502 | thence S. 36°37' W. a distance of 770 ft. to |
AP 503 | thence S. 04°03' W., approximately 180 ft. to |
AP 504 | at intersection with the crest of the divide between Mosier Creek and Rock Creek at the 800-ft. contour line, NGVD 1929; thence along said divide the following general courses: S. 33°04' W., approximately 825 ft. to |
AP 505 | S. 52°04' W., approximately 730 ft. to |
AP 506 | S. 03°28' E., approximately 675 ft. to |
AP 507 | S. 15°38' E., approximately 680 ft. to |
AP 508 | S. 19°35' E., approximately 520 ft. to |
AP 509 | S. 33°50' W., approximately 1,825 ft. to |
AP 510 | S. 21°59' W., approximately 1,755 ft. to |
AP 511 | S. 45°25' W., approximately 285 ft. to |
AP 512 | S. 19°25' W., approximately 515 ft. to |
AP 513 | S. 66°12' W., approximately 540 ft. to |
AP 514 | N. 89°10' W., approximately 1,110 ft. to |
AP 515 | S. 34°20' W., approximately 1,705 ft. to |
AP 516 | S. 59°52' W., approximately 1,615 ft. to |
AP 517 | S. 56°15' W., approximately 865 ft. to |
AP 518 | S. 48°03' W., approximately 910 ft. to |
AP 519 | S. 17°19' W., approximately 465 ft. to |
AP 520 | S. 75°31' W., approximately 450 ft. to |
AP 521 | S. 32°54' W., approximately 265 ft. to |
AP 522 | S. 60°48' W., approximately 280 ft. to |
AP 523 | S. 44°45' W., approximately 765 ft. to |
AP 524 | S. 53°12' W., approximately 740 ft. to |
AP 525 | S. 60°30' W., approximately 1,080 ft. to |
AP 526 | S. 17°21' E., approximately 685 ft. to |
AP 527 | S. 22°00' E., approximately 1,135 ft. to |
AP 528 | S. 61°10' W., approximately 730 ft. to |
AP 529 | S. 17°01' W., approximately 1,285 ft. to |
AP 530 | S. 01°44' E., approximately 1,005 ft. to |
AP 531 | S. 49°51' W., approximately 260 ft. to |
AP 532 | at intersection with the line between secs. 27 and 28, identical with the line between Hood River County and Wasco County, Oregon; thence along said line, N. 00°28'32" E., as shown on C.S. 451, records of Wasco County, Oregon, approximately 290 ft. to |
AP 533 | at intersection with the thread of an unnamed ravine; thence along said thread, northwesterly, approximately 1,485 ft. to T. 02 N., R. 11 E., Hood River County |
AP 534 | at intersection with the thread of Rock Creek; thence ascending along the following courses: N. 59°49' W. a distance of 325 ft. to |
AP 535 | S. 86°24' W. a distance of 505 ft. to |
AP 536 | S. 27°25' W. a distance of 285 ft. to |
AP 537 | S. 20°58' W., approximately 625 ft. to |
AP 538 | the summit of a minor peak; thence along the crest of a ridge line the following general courses: S. 67°17' W., approximately 310 ft. to |
AP 539 | N. 88°40' W., approximately 1,030 ft. to |
AP 540 | S. 58°53' W., approximately 735 ft. to |
AP 541 | thence descending, leaving said ridge line, S. 39°52' W., approximately 825 ft. to |
AP 542 | at intersection with the thread of an unnamed ravine; thence ascending, S. 75°21' W., approximately 630 ft. to |
AP 543 | at intersection with the crest of a ridge line; thence along said ridge line the following general courses: N. 51°36' W., approximately 525 ft. to |
AP 544 | N. 35°02' W., approximately 345 ft. to |
AP 545 | N. 17°06' W., approximately 655 ft. to |
AP 546 | thence leaving said ridge line, ascending, N. 75°13' W., approximately 620 ft. to |
AP 547 | thence N. 52°14' W. a distance of 505 ft. to |
AP 548 | thence N. 04°43' W., approximately 345 ft. to |
AP 549 | at intersection with the easterly edge of a primitive road (see Footnote 3); thence along said easterly edge the following general courses: N. 14°37' E., approximately 690 ft. to |
AP 550 | N. 03°33' E., approximately 1,755 ft. to |
AP 551 | N. 07°48' W., approximately 935 ft. to |
AP 552 | N. 23°21' E., approximately 725 ft. to |
AP 553 | N. 33°48' W., approximately 525 ft. to |
AP 554 | N. 10°33' W., approximately 585 ft. to |
AP 555 | at intersection with the crest of divide between Rock Creek and the Hood River; thence along said divide the following general courses: N. 11°59' W., approximately 1,160 ft. to |
AP 556 | N. 07°30' W., approximately 1,350 ft. to |
AP 557 | N. 21°00' E., approximately 1,005 ft. to |
AP 558 | N. 16°00' W., approximately 870 ft. to |
AP 559 | N. 41°48' W., approximately 620 ft. to |
AP 560 | N. 05°17' W., approximately 600 ft. to |
AP 561 | N. 03°28' E., approximately 2,200 ft. to |
AP 562 | N. 14°26' W., approximately 1,090 ft. to |
AP 563 | N. 28°15' W., approximately 465 ft. to |
AP 564 | N. 29°46' W., approximately 660 ft. to |
AP 565 | N. 02°04' E., approximately 595 ft. to |
AP 566 | N. 46°40' E., approximately 645 ft. to |
AP 567 | at intersection with the 2,000-ft. contour line, NGVD 1929; thence descending the following courses: N. 68°33' E. a distance of 880 ft. to |
AP 568 | N. 52°02' E. a distance of 575 ft. to |
AP 569 | N. 71°50' E. a distance of 1,100 ft. to |
AP 570 | N. 45°58' E. a distance of 320 ft. to |
AP 571 | N. 08°36' E., approximately 455 ft. to |
AP 572 | at intersection of the line between secs. 8 and 9 and the center line of Old Dalles Drive; thence ascending the following courses: N. 01°05' W. a distance of 375 ft. to |
AP 573 | N. 33°43' W. a distance of 485 ft. to |
AP 574 | N. 15°08' W. a distance of 880 ft. to |
AP 575 | N. 16°18' W., approximately 1,105 ft. to |
AP 576 | at intersection with the crest of the divide between the Columbia River and Whiskey Creek; thence along said divide the following general courses: S. 76°10' W., approximately 645 ft. to |
AP 577 | S. 70°12' W., approximately 375 ft. to |
AP 578 | S. 56°23' W., approximately 895 ft. to |
AP 579 | S. 75°33' W., approximately 570 ft. to |
AP 580 | N. 53°52' W., approximately 715 ft. to |
AP 581 | the summit of a minor peak; thence leaving said divide, N. 56°20' W. a distance of 740 ft. to |
AP 582 | thence N. 69°17' W., approximately 825 ft. to |
AP 583 | a 5/8-in. iron rod established by LS 1815 as noted on the Plat of Pine Crest P.U.D. Phase 2, Instrument No. 20163382, records of Hood River County, Oregon, and concurred with by the United States Forest Service (U.S.F.S), Hood River County, and the Columbia River Gorge Commission as noted in Minor Amendment of Zone Boundary Adjustment #06-331, records of Hood River County Planning and Building Services; thence on the line established by said LS 1815 and shown on said plat, N. 82°21'19" W., approximately 2,675 ft. to |
AP 584 | at intersection with the center line of the BPA Hood River - The Dalles Transmission Line; thence on said center line, northwesterly, approximately 1,975 ft. to |
AP 585 | on said center line; thence continuing on said center line, westerly, approximately 3,460 ft. to T. 02 N., R. 10 E. |
AP 586 | at intersection with the westerly crest of the break line of the Hood River; thence along said break line, northerly, approximately 2,880 ft. to |
AP 587 | at intersection with the line between Tps. 02 N. and 03 N.; thence on said line, N. 89°27'48" W., approximately 245 ft. to |
AP 588 {AP 20} | identical with AP 20, Hood River UA Legal Boundary Description; thence on said line, on said UA Boundary, N. 89°27'48" W., approximately 4,660 ft. to |
AP 589 {AP 21} | at intersection with the southerly (right) bank of Indian Creek at OHWM; thence along said southerly (right) bank at OHWM, westerly, approximately 3,800 ft. to |
AP 590 {AP 22} | at intersection with the easterly right-of-way line of Indian Creek Road; thence continuing along the aforementioned southerly (right) bank, S. 48°37' W., approximately 800 ft. to |
AP 591 {AP 23} | at intersection with the line between secs. 2 and 3; thence leaving said southerly (right) bank on said line, N. 00°246' WE., approximately 1,720 ft. to |
AP 592 {AP 24} | the cor. of secs. 2 and 3, T. 02 N., R. 10 E., and secs. 34 and 35, T. 03 N., R. 10 E.; thence leaving the aforementioned UA Boundary, on the line between said secs. 3 and 34, West, approximately 5,280 ft. to |
AP 593 | the cor. of secs. 3 and 4, T. 02 N., R. 10 E., and secs. 33 and 34, T. 03 N., R. 10 E.; thence on the line between said secs. 4 and 33, West, approximately 5,280 ft. to |
AP 594A | the cor. of secs. 4 and 5, T. 02 N., R. 10 E., and secs. 32 and 33, T. 03 N., R. 10 E.; thence on the line between said secs. 5 and 32, West, approximately 2,640 ft. to |
AP 594B [AP 6] | the 1/4 cor. of said secs. 5 and 32, identical with AP 6 of the Gates of the Columbia River Gorge, Oregon Falls SMA Legal Boundary Description; thence on said SMA Boundary, continuing on the line between said secs., West, approximately 2,640 ft. to |
AP 595 [AP 7] | the cor. of secs. 5 and 6, T. 02 N., R. 10 E., and secs. 31 and 32, T. 03 N., R. 10 E.; thence on the line between said secs. 5 and 6, as shown on Survey of Columbia Gorge National Scenic Area Boundary, C.S. 99099, records of Hood River County, Oregon, S. 01°39'55" W. a distance of 1,334.12 ft. to |
AP 596 [AP 8] | the N1/16 cor. between said secs. 5 and 6, a 5/8-in. iron rod with plastic cap inscribed "County Surveyor", as shown on said survey; thence on the E. and W. center line of the NE1/4 of said sec. 6, N. 89°35'34" W. a distance of 1,681.96 ft. to |
AP 597 [AP 9] | at intersection with the crest of a ridge line, as shown on said survey; thence along said ridge line, as shown on said survey, southwesterly, approximately 5,055 ft. to |
AP 598 [AP 10] | at intersection with the line between sec. 1, T. 02 N., R. 09 E., and sec. 6, T. 02 N., R. 10 E.; thence continuing along said ridge line, as shown on said survey, southwesterly, approximately 8,160 ft. to T. 02 N., R. 09 E. |
AP 599 [AP 11] | at intersection with line between secs. 12 and 13; thence on the line between said secs., N. 89°43' W., approximately 260 ft. to |
AP 600 [AP 12] | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 14, S. 89°51' W., approximately 5,247 ft. to |
AP 601 [AP 13] | the cor. of secs. 10, 11, 14, and 15; thence on the line between said secs. 10 and 15, S. 89°48' W., approximately 5,258 ft. to |
AP 602 [AP 14] | the cor. of secs. 9, 10, 15, and 16; thence on the line between said secs. 9 and 16, S. 89°48' W., approximately 100 ft. to |
AP 603 [AP 15] | at intersection with the 3,600-ft. contour line, NGVD 1929; thence along said contour line, westerly, approximately 22,700 ft. to |
AP 604 [AP 16] | at intersection with the line between Rs. 08 and 09 E.; thence continuing along said contour line, westerly and northerly, approximately 1,365 ft. to T. 02 N., R. 08 E. |
AP 605 [AP 17] | at intersection with the line between Rs. 08 and 09 E.; thence continuing along said contour line, northerly, westerly, and southerly, approximately 10,010 ft. to T. 02 N., R. 09 E. |
AP 606 [AP 18] | at intersection with the line between Rs. 08 and 09 E.; thence continuing along said contour line, westerly, approximately 16,895 ft. to T. 02 N., R. 08 E. |
AP 607 [AP 19] | at intersection with the crest of Nick Eaton Ridge line; thence along said ridge line the following general courses: N. 38°49' W., approximately 695 ft. to |
AP 608 [AP 20] | N. 26°53' W., approximately 510 ft. to |
AP 609 [AP 21] | N. 33°00' W., approximately 730 ft. to |
AP 610 [AP 22] | N. 00°51' W., approximately 345 ft. to |
AP 611 [AP 23] | N. 21°30' W., approximately 405 ft. to |
AP 612 [AP 24] | N. 38°17' W., approximately 910 ft. to |
AP 613 [AP 25] | N. 48°16' W., approximately 460 ft. to |
AP 614 [AP 26] | N. 68°10' W., approximately 395 ft. to |
AP 615 [AP 27] | the summit of a minor peak; thence descending along the crest of a ridge line, S. 87°39' W., approximately 835 ft. to |
AP 616 [AP 28] | a saddle in said ridge line; thence ascending along said ridge line, N. 85°43' W., approximately 430 ft. to |
AP 617 [AP 29] | the summit of a minor peak; thence descending the crest of the divide line between Falls Creek and Camp Creek along the following general courses: S. 02°44' W., approximately 615 ft. to |
AP 618 [AP 30] | S. 32°17' W., approximately 940 ft. to |
AP 619 [AP 31] | S. 52°08' W., approximately 865 ft. to |
AP 620 [AP 32] | S. 70°25' W., approximately 645 ft. to |
AP 621 [AP 33] | S. 63°06' W., approximately 1,110 ft. to |
AP 622 [AP 34] | S. 77°51' W., approximately 225 ft. to |
AP 623 [AP 35] | at intersection with the center line of the Herman Creek Trail; thence S. 85°22' W., approximately 3,475 ft. to |
AP 624 [AP 36] | at intersection with the crest of a ridge line; thence ascending, S. 17°44' W. a distance of 775 ft. to |
AP 625 [AP 37] | thence ascending, S. 19°51' W., approximately 835 ft. to |
AP 626 [AP 38] | at intersection with the center line of the Pacific Crest National Scenic Trail; thence along said center line, southwesterly, approximately 3,890 ft. to |
AP 627 [AP 39] | at intersection with the 3,600-ft. contour line, NGVD 1929; thence along said contour line, southwesterly, approximately 18,400 ft. to |
AP 628 [AP 40] | at intersection with the thread of Ruckel Creek; thence continuing along said contour line, southwesterly, 1,125 ft. to |
AP 629 [AP 41] | at intersection with the crest of a ridge line; thence descending along said ridge line the following general courses: S. 72°40' W., approximately 730 ft. to |
AP 630 [AP 42] | S. 70°50' W., approximately 1,440 ft. to |
AP 631 [AP 43] | S. 78°32' W., approximately 1,805 ft. to T. 02 N., R. 07 E. |
AP 632 [AP 44] | S. 65°15' W., approximately 215 ft. to |
AP 633 [AP 45] | N. 80°47' W., approximately 380 ft. to |
AP 634 [AP 46] | S. 87°21' W., approximately 675 ft. to |
AP 635 [AP 47] | thence leaving said ridge line, descending, S. 80°34' W. a distance of 435 ft. to |
AP 636 [AP 48] | thence descending, S. 55°02' W., approximately 905 ft. to |
AP 637 [AP 49] | at intersection with the 1,600-ft. contour line, NGVD 1929; thence descending, S. 33°13' W., approximately 550 ft. to |
AP 638 [AP 50] | at intersection with the 1,200-ft. contour line, NGVD 1929; thence along said contour line, easterly, approximately 405 ft. to |
AP 639 [AP 51] | at intersection with the thread of an unnamed ravine; thence along said thread, southwesterly, approximately 565 ft. to |
AP 640 [AP 52] | at intersection with the 800-ft. contour line, NGVD 1929; thence along said contour line, southerly, approximately 13,810 ft. to |
AP 641 [AP 53] | at intersection with the line between Rs. 07 and 08 E.; thence continuing along said contour line, southeasterly, approximately 1,050 ft. to T. 02 N., R. 08 E. |
AP 642 [AP 54] | at intersection with the S. line of T. 02 N., R. 08 E.; thence continuing along said contour line, southerly, approximately 1,270 ft. to T. 02 N., R. 07 E. |
AP 643 [AP 55] | at intersection with the line between Tps. 02 and 01 N. as depicted on Amended Protraction Diagram Unit 7 Index, September 23, 1994, records of BLM; thence continuing along said contour line, southerly, approximately 2,350 ft. to |
AP 644 [AP 56] | from which the intersection of the thread of Eagle Creek with the center line of the 4-1/2-Mile Bridge bears northwesterly a distance of 540 ft.; thence across Eagle Creek, S. 17°08' W., approximately 200 ft. to |
AP 645 [AP 57] | at intersection with the 800-ft. contour line, NGVD 1929; thence along said contour line, northwesterly, approximately 3,050 ft. to T. 01 N., R. 07 E. |
AP 646 [AP 58] | at intersection with the line between Tps. 01 and 02 N.; thence continuing along said contour line, northwesterly, approximately 18,500 ft. to T. 02 N., R. 07 E. |
AP 647 [AP 59] | at intersection with the crest of a ridge line; thence ascending said ridge line along the following general courses; S. 66°36' W., approximately 670 ft. to |
AP 648 [AP 60] | S. 37°32' W., approximately 830 ft. to |
AP 649 [AP 61] | S. 30°52' W., approximately 635 ft. to |
AP 650 [AP 62] | S. 56°24' W., approximately 200 ft. to |
AP 651 [AP 63] | S. 00°03' E., approximately 440 ft. to |
AP 652 [AP 64] | S. 27°58' W., approximately 195 ft. to |
AP 653 [AP 65] | S. 66°26' W., approximately 410 ft. to |
AP 654 [AP 66] | S. 74°29' W., approximately 645 ft. to |
AP 655 [AP 67] | S. 68°48' W., approximately 550 ft. to |
AP 656 [AP 68] | at intersection with the line between Hood River County and Multnomah County, identical with the line extending "due south of the SE cor. of the northeast quarter of sec. 22," as described in O.R.S. 201.140, amended 1967; thence continuing along said ridge line, S. 70°19' W., approximately 830 ft. to T. 02 N., R. 07 E., Multnomah County |
AP 657 [AP 69] | at intersection with the center line of the Tanner Butte Trail; thence along said center line, southerly, approximately 2,410 ft. to |
AP 658 [AP 70] | at intersection with the crest of a ridge line; thence descending along said ridge line the following general courses: S. 84°59' W., approximately 1,845 ft. to |
AP 659 [AP 71] | S. 77°37' W., approximately 1,195 ft. to |
AP 660 [AP 72] | N. 75°54' W., approximately 750 ft. to |
AP 661 [AP 73] | N. 67°09' W., approximately 1,190 ft. to |
AP 662 [AP 74] | at intersection with the center line of Forest Road 777; thence on said center line, southerly, approximately 4,700 ft. to |
AP 663 [AP 75] | at intersection with the line between Tps. 01 and 02 N.; thence continuing on said center line, southerly, approximately 5,275 ft. to T. 01 N., R. 07 E. |
AP 664 [AP 76] | at intersection with the thread of an unnamed ravine, adjacent to the Tanner Creek Trailhead; thence along said thread, westerly, approximately 620 ft. to |
AP 665 [AP 77] | at intersection with the thread of Tanner Creek; thence ascending on the following courses: S. 72°47' W. a distance of 1,410 ft. to |
AP 666 [AP 78] | S. 78°47' W a distance of 1,960 ft. to |
AP 667 [AP 79] | S. 04°11' W. a distance of 1,150 ft. to |
AP 668 [AP 80] | S. 39°18' W. a distance of 850 ft. to |
AP 669 [AP 81] | the intersection of the 3,200-ft. contour line, NGVD 1929 with the center line of the BPA Wautoma - Ostrander No. 1 Transmission Line; thence on said contour line, westerly and southerly, approximately 13,585 ft. to |
AP 670 [AP 82] | at intersection with a line extending East from the cor. of secs. 12 and 13, T. 01 N., R. 06 E.; thence on said line, West, approximately 3,835 ft. to |
AP 671 [AP 83] | the cor. of said secs. 12 and 13 thence on the line between said secs., N. 89°49' W., approximately 5,293 ft. to T. 01 N., R. 06 E. |
AP 672 [AP 84] | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 13 and 14, S. 00°01' E., approximately 5,280 ft. to |
AP 673 [AP 85] | the cor. of secs. 13, 14, 23, and 24; thence on the line between said secs. 14 and 23, S. 89°56' W., approximately 2,653 ft. to |
AP 674 [AP 86] | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 23, S. 00°01'30" E., approximately 3,960 ft. to |
AP 675 [AP 87] | the S1/16 cor. of said sec.; thence on the E. and W. center line of the SW1/4 of said sec., S. 89°56' W., approximately 2,666 ft. to |
AP 676 [AP 88] | the S1/16 cor. of secs. 22 and 23; thence on the E. and W. center line of the SE1/4 of said sec. 22, N. 89°42'30" W., approximately 2,647 ft. to |
AP 677 [AP 89] | the S1/16 cor. of said sec.; thence on the N. and S. center line of said sec., S. 00°02'30" E., approximately 1,320 ft. to |
AP 678 [AP 90] | the 1/4 cor. of secs. 22 and 27; thence on the N. and S. center line of said sec. 27, S. 00°02'30" E., approximately 2,640 ft. to |
AP 679 [AP 91] | the C1/4 cor. of said sec.; thence S. 64°22' W., approximately 2,990 ft. to |
AP 680 [AP 92] | the intersection of the line between secs. 27 and 28 with the crest of a ridge line; thence ascending said ridge line, southwesterly, approximately 5,415 ft. to |
AP 681 [AP 93] | at intersection with the center line of East Larch Mountain Road; thence on said center line, westerly and northerly, approximately 6,355 ft. to |
AP 682 [AP 94] | at intersection with the thread of an unnamed ravine (see Footnote 4); thence along said thread, westerly, approximately 4,185 ft. to |
AP 683 [AP 95] | at intersection with the N. and S. center line of sec. 30; thence on said center line, N. 00°02'15" W., approximately 1,115 ft. to |
AP 684 [AP 96] | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., N. 89°27' W., approximately 2,652 ft. to |
AP 685 [AP 97] | the 1/4 cor. of said sec. 30, and sec. 25, T. 01 N., R. 05 E.; thence on the line between said secs., North, approximately 2,643 ft. to |
AP 686 [AP 98] | the cor. of secs. 19 and 30, T. 01 N., R. 06 E., and secs. 24 and 25, T. 01 N., R. 05 E.; thence on the line between said secs. 19 and 24, North, approximately 2,640 ft. to |
AP 687 [AP 99] | the 1/4 cor. of said secs. 19 and 24; thence on the E. and W. center line of. said sec. 24, N. 89°54'30" W., approximately 2,662 ft. to T. 01 N., R. 05 E. |
AP 688 [AP 100] | the C1/4 cor. of said sec.; thence on the N. and S. center line of said sec., South, approximately 1,320 ft. to |
AP 689 [AP 101] | the S1/16 cor. of said sec.; thence on the E. and W. center line of the SW1/4 of said sec., S. 89°59'45" W., approximately 1,330 ft. to |
AP 690 [AP 102] | the SW1/16 cor. of said sec.; thence on the N. and S. center line of the SW1/4 of said sec., South, approximately 1,320 ft. to |
AP 691 [AP 103] | the W1/16 cor. of secs. 24 and 25; thence on the line between said secs. S. 89°54' W., approximately 1,330 ft. to |
AP 692 [AP 104] | the cor. of secs. 23, 24, 25, and 26; thence on the line between said secs. 25 and 26, South, approximately 5,280 ft. to |
AP 693 [AP 105] | the cor. of secs. 25, 26, 35, and 36; thence on the line between said secs. 26 and 35, West, approximately 2,644 ft. to |
AP 694 [AP 106] | the 1/4 cor. of said secs.; thence on the N. and S. center line of. said sec. 35, South, approximately 2,640 ft. to |
AP 695 [AP 107] | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., West, approximately 2,642 ft. to |
AP 696 [AP 108] | the 1/4 cor. of secs. 34 and 35; thence on the E. and W. center line of said sec. 34, S. 89°50'30" W., approximately 5,302 ft. to |
AP 697 [AP 109] | the 1/4 cor. of secs. 33 and 34; thence on the E. and W. center line of said sec. 33, West, approximately 5,260 ft. to |
AP 698 [AP 110] | the 1/4 cor. of secs. 32 and 33; thence on the E. and W. center line of said sec. 32, S. 89°38'30" W., approximately 5,294 ft. to |
AP 699A [AP 111] | the 1/4 cor. of secs. 31 and 32; thence on the E. and W. center line of said sec. 31, S. 89°55'30" W., approximately 450 ft. to |
AP 699B [AP 112] | at intersection with the center line of Larch Mountain Road; thence leaving said SMA Boundary, continuing on said center line, S. 89°55'30" W., approximately 4,838 ft. to |
AP 700 | the 1/4 cor. of sec. 31, T. 01 N., R. 05 E., and sec. 36, T. 01 N., R. 04 E.; thence on the E. and W. center line of said sec. 36, West, approximately 5,289 ft. to T. 01 N., R. 04 E. |
AP 701 | the 1/4 cor. of secs. 35 and 36; thence on the E. and W. center line of said sec. 35, West, approximately 5,289 ft. to |
AP 702 | the 1/4 cor. of secs. 34 and 35; thence on the E. and W. center line of said sec. 34, N. 89°50' W., approximately 5,273 ft. to |
AP 703 | the 1/4 cor. of secs. 33 and 34; thence on the E. and W. center line of said sec. 33, West, approximately 5,262 ft. to |
AP 704 | the 1/4 cor. of secs. 32 and 33; thence on the E. and W. center line of said sec. 32, West, approximately 5,283 ft. to |
AP 705 | the 1/4 cor. of secs. 31 and 32; thence on the E. and W. center line of said sec. 31, West, approximately 4,780 ft. to |
AP 706 | at intersection with the center line of the Historic Columbia River Highway; thence on said center line, southerly, approximately 2,935 ft. to |
AP 707 | at intersection with the line between said sec. 31 and sec. 6, T. 01 S., R. 04 E.; thence continuing on said center line, southerly and easterly, approximately 5,905 ft. to T. 01 S., R. 04 E. |
AP 708 | at intersection with the westerly boundary of Dabney State Park; thence on said westerly boundary and the southerly extension thereof, southerly, approximately 525 ft. to |
AP 709 | at intersection with the OHWM on the left bank of the Sandy River; thence along said left bank at intersection with OHWM, westerly, approximately 4,755 ft. to |
AP 710 | at intersection with the line between Rs. 03 and 04 E.; thence continuing along said left bank, northerly, approximately 1,570 ft. to T. 01 S., R. 03 E. |
AP 711 | at intersection with the line between Rs. 03 and 04 E.; thence continuing along said left bank, northerly, approximately 1,160 ft. to T. 01 S., R. 04 E. |
AP 712 | at intersection with the line between Tps. 01 S. and 01 N.; thence continuing along said left bank, northerly, approximately 2,325 ft. to T. 01 N., R. 04 E. |
AP 713 | at intersection with the line between Rs. 03 and 04 E.; thence continuing along said left bank, northerly, approximately 1,950 ft. to T. 01 N., R. 03 E. |
AP 714 | at intersection with the line between Rs. 03 and 04 E.; thence continuing along said left bank, northerly, approximately 720 ft. to T. 01 N., R. 04 E. |
AP 715 | thence continuing along said left bank, northerly, approximately 820 ft. to T. 01 N., R. 03 E. |
AP 716 [AP 10] | at intersection with the E. and W. center line of the SE1/4 of sec. 25, identical with AP 10 of the Gates of the Columbia River Gorge, Sandy River Delta, SMA Legal Boundary Description; thence continuing along said left bank at OHWM and the northerly extension thereof, along said SMA Boundary, northerly, approximately 17,510 ft. to |
AP 717 [AP 11] | at intersection with the left bank of the Columbia River at MLW; thence along said left bank at MLW, easterly, approximately, 1,100 ft. to |
AP 718 [AP 12] | at intersection with a line perpendicular to the Oregon-Washington State Line at River Mile 0 of the Sandy River; thence leaving said SMA Boundary, on said perpendicular line, N. 27°49' W., approximately 1,000 ft. to |
AP 1 | the Point of Beginning |
T. 03 N., R. 11 E. | |
AP 1 (AP 207) | Beginning at the N1/16 cor. of sec. 28, identical with AP 207 of the Exterior Legal Boundary Description; Latitude 45°43'15.2" N. Longitude 121°26'05.9" W. thence on the E. and W. center line of the NE1/4 of said sec., on said Exterior Boundary, East, approximately 2,643 ft. to |
AP 2 (AP 208) | the N1/16 cor. between secs. 27 and 28; thence on the E. and W. center line of the NW1/4 of said sec. 27, East, approximately 2,631 ft. to |
AP 3 (AP 209) | the N1/16 cor. of said sec.; thence on the N. and S. center line of said sec., North, approximately 1,320 ft. to |
AP 4 (AP 210) | the 1/4 cor. of secs. 22 and 27; thence on the line between said secs., East, approximately 2,628 ft. to |
AP 5 (AP 211) | the cor. of secs. 22, 23, 26, and 27; thence on the line between said secs. 22 and 23, North, approximately 5,280 ft. to |
AP 6 (AP 212) | the cor. of secs. 14, 15, 22, and 23; thence on the line between said secs. 15 and 22, N. 89°49' W., approximately 2,631 ft. to |
AP 7 (AP 213) | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 15, North, approximately 2,640 ft. to |
AP 8 (AP 214) | the C1/4 cor. of said sec. 15; thence on the E. and W. center line of said sec., S. 89°54'30" E., approximately 2,633 ft. to |
AP 9 (AP 215) | the 1/4 cor. of said secs. 14 and 15; thence on the E. and W. center line of said sec. 14, N. 89°44' E., approximately 5,276 ft. to |
AP 10 (AP 216) | the 1/4 cor. of secs. 13 and 14; thence on the line between said secs., North, approximately 2,640 ft. to |
AP 11 (AP 217) | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 12, North, approximately 1,320 ft. to |
AP 12 (AP 218) | the S1/16 cor. between said secs. 11 and 12; thence on the E. and W. center line of the SE1/4 of said sec. 11, S. 89°47'15" W., approximately 2,639 ft. to |
AP 13 (AP 219) | the S1/16 cor. of said sec. 11; thence on the N. and S. center line of said sec., North, approximately 1,320 ft. to |
AP 14 (AP 220) | the C1/4 cor. of said sec. 11; thence on the E. and W. center line of said sec., S. 89°51'30" W., approximately 2,641 ft. to |
AP 15 (AP 221) | the 1/4 cor. of secs. 10 and 11; thence on the E. and W. center line of said sec. 10, N. 89°56' W., approximately 275 ft. to |
AP 16 (AP 222) | at intersection with the center line of Bates County Road; thence on said center line, northwesterly, approximately 3,255 ft. to |
AP 17 (AP 223) | at intersection with the N. and S. center line of said sec. 10; thence on said center line, North, approximately 1,045 ft. to |
AP 18 (AP 224) | the 1/4 cor. of secs. 3 and 10; thence on the N. and S. center line of said sec. 3, North a distance of 1,000 ft. to |
AP 19 (AP 225) | thence East, approximately 1,330 ft. to |
AP 20 (AP 226) | at intersection with the N. and S. center line of the E1/2 of said sec. 3; thence on said center line, North, approximately 4,360 ft. to |
AP 21 (AP 227) | the E1/16 cor. between said sec. 3 and sec. 34, T. 4 N., R. 11 E.; thence on the N. and S. center line of the SE1/4 of said sec. 34, North, approximately 2,160 ft. to (see Footnote 1) T. 04 N., R. 11 E. |
AP 22 (AP 228) | the NW cor. of Parcel 13, as described in Corrected Warranty Deed, Auditor's File No. (AFN) 1086793, records of Klickitat County, Washington; thence on the northerly line of said parcel, easterly, approximately 1,315 ft. to |
AP 23 (AP 229) | the NE cor. of said Parcel 13, on the line between secs. 34 and 35; thence on the line between said secs., South, approximately 2,160 ft. to |
AP 24 (AP 230) | the cor. of secs. 34 and 35, T. 04 N., R. 11 E., and secs. 2 and 3, T. 03 N., R. 11 E.; thence on the line between said secs. 2 and 35, East, approximately 1,320 ft. to |
AP 25 (AP 231) | the W1/16 cor. between said secs.; thence S. 26°28' E., approximately 3,165 ft. to T. 03 N., R. 11 E. |
AP 26 (AP 232) | at intersection with the N. and S. center line of said sec. 2; thence on said N. and S. center line as shown on Survey, AFN 1100614, records of Klickitat County, Washington, S. 00°37'41" W. a distance of 1,175 ft. to |
AP 27 (AP 233) | the S1/16 cor. of said sec. 2; thence on the E. and W. center line of the SE1/4 of said sec., as shown on said survey, S. 89°24'10" E. a distance of 2,648.36 ft. to |
AP 28 (AP 234) | the S1/16 cor. between secs. 1 and 2; thence on the line between said secs., as shown on said survey, N. 00°55'04 E. a distance of 666.50 ft. to |
AP 29 (AP 235) | the N-S1/64 cor. between said secs.; thence on the E. and W. center line of the NW1/4 SW1/4 of said sec. 1, East, approximately 660 ft. to |
AP 30 (AP 236) | the NW-SW1/64 cor. of said sec.; thence on the N. and S. center line of the NW1/4 SW1/4 of said sec. North, approximately 660 ft. to |
AP 31 (AP 237) | the W-W1/64 cor. of said sec.; thence on the E. and W. center line of said sec., East, approximately 660 ft. to |
AP 32 (AP 238) | the W1/16 cor. of said sec.; thence on the N. and S. center line of the NW1/4 of said sec., North, approximately 2,640 ft. to |
AP 33 (AP 239) | the W1/16 cor. between said sec. 1 and sec. 36, T. 04 N., R. 11 E.; thence on the N. and S. center line of the SW1/4 of said sec. 36, North, approximately 650 ft. to T. 04 N., R. 11 E. |
AP 34 (AP 240) | at intersection with the 2,200-ft. contour line, National Geodetic Vertical Datum (NGVD) 1929; thence along said contour line, northeasterly, approximately 9,920 ft. to T. 04 N., R. 12 E. |
AP 35 (AP 241) | at intersection with a line from which the N. and S. center line of the SW1/4 of sec. 30 bears westerly a distance of 740 ft. when measured perpendicular therefrom; thence on said line, parallel with said N. and S. center line, North, approximately 1,520 ft. to |
AP 36 (AP 242) | at intersection with the E. and W. center line of said sec. 30; thence on said center line, East, approximately 3,210 ft. to |
AP 37 (AP 243) | the 1/4 cor. of secs. 29 and 30; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 38 (AP 244) | the cor. of secs. 29, 30, 31, and 32; thence on the line between said secs. 31 and 32, South, approximately 2,400 ft. to |
AP 39 (AP 245) | at intersection with the center line of the Bonneville Power Administration (BPA) North Bonneville-Midway No. 1 Transmission Line; thence on said center line, S. 74°08' W., approximately 5,430 ft. to |
AP 40 (AP 246) | at intersection with the line between sec. 36, T. 04 N., R. 11 E., and sec. 31, T. 04 N., R. 12 E.; thence on the line between said secs., South, approximately 1,600 ft. to |
AP 41A (AP 247A) | the cor. of sec. 36, T. 04 N., R. 11 E. and sec. 31, T. 04 N., R. 12 E.; thence on the line between said sec. 31, and sec. 1, T. 03 N., R. 11 E., S. 89°35'40" E. a distance of 196.36 ft. to |
AP 41B (AP 247B) | the NE cor. of said sec. 1; thence on the line between Rs. 11 and 12 E., southerly, approximately 5,551 ft. to T. 03 N., R. 12 E. |
AP 42 (AP 248) | the cor. of secs. 1 and 12, T. 03 N., R. 11 E., and secs. 6 and 7, T. 03 N., R. 12 E.; thence on the line between said secs. 12 and 7, South, approximately 2,640 ft. to |
AP 43 (AP 249) | the 1/4 cor. of said secs.; thence on the E. and W. center line of said sec. 7, East, approximately 2,630 ft. to |
AP 44 (AP 250) | the C1/4 cor. of said sec. 7; thence leaving the aforementioned Exterior Boundary, on the N. and S. center line of said sec., South, approximately 2,640 ft. to |
AP 45 | the 1/4 cor. of said sec. 7 and sec. 18; thence on the N. and S. center line of said sec. 18, South, approximately 5,280 ft. to |
AP 46 | the 1/4 cor. of said sec. 18 and sec. 19; thence on the N. and S. center line of said sec. 19, South, approximately 2,640 ft. to |
AP 47 | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., S. 89°59' E., approximately 2,629 ft. to |
AP 48 | the 1/4 cor. of said sec. 19 and sec. 20; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 49 | the cor. of secs. 19, 20, 29, and 30; thence on the line between said secs. 29 and 30, South, approximately 4,255 ft. to |
AP 50 | at intersection with the center line of Old Highway 8 County Road; thence S. 26° E., approximately 1,700 ft. to |
AP 51 | at intersection with the right bank of the Columbia River at Bonneville Normal Pool Elevation 72 ft., National Geodetic Vertical Datum of 1929 (NGVD 1929) (BNPE) (See Footnote 2); thence along said right bank at BNPE, westerly, approximately 24,350 ft. to T. 03 N., R. 11 E. |
AP 52 {AP 45} | identical with AP 45 of the White Salmon - Bingen UA Legal Boundary Description; thence on said UA Boundary, N. 01°07'34" E., approximately 1,206 ft. to |
AP 53 {AP 44} | the center E-E1/64 cor. of sec. 33; thence on the N. and S. center line of the SE1/4 NE1/4 of said sec., N. 01°11'20" E. a distance of 1,321.01 ft. to |
AP 54 {AP 43} | the center E-NE1/64 cor. of said sec.; thence on the E. and W. center line of the NE1/4 of said sec., N. 88°34'53" W. a distance of 1,933.17 ft. to |
AP 55 {AP 42} | the N1/16 cor. of said sec.; thence leaving said UA Boundary, on the N. and S. center line of said sec., N. 01°12'04" E. a distance of 1,321.02 ft. to |
AP 56 | the 1/4 cor. of said sec. 33 and sec. 28; thence on the N. and S. center line of said sec. 28, N. 00°21'27" W. a distance of 3,959.55 ft. to |
AP 1 | the Point of Beginning |
T. 01 N., R. 05 E., Skamania County | |
AP 1 | Beginning at the point of intersection of the right bank of the Columbia River at Ordinary High Water Mark (OHWM); with a line parallel with and 1,100 ft. easterly of the line between secs. 11 and 12, when measured perpendicular therefrom; Latitude 45°35'24.0" N. Longitude 122°08'30.9" W. thence on said line, North, approximately 395 ft. to |
AP 2 | at intersection with the center line of the Burlington Northern - Santa Fe Railroad right-of-way; thence on said center line, northeasterly, approximately 2,970 ft. to |
AP 3 | a point from which the intersection of the center line of an unnamed primitive road with the center line of Washington State Route 14 bears North, approximately 550 ft.; thence North, approximately 550 ft. to |
AP 4 | at said intersection; thence continuing North, approximately 400 ft. to |
AP 5 | at intersection with the E. and W. center line of the S1/2 of sec. 1; thence on said center line, westerly, approximately 2,360 ft. to |
AP 6 | at intersection with the center line of the Bonneville Power Administration (BPA) PH. 1 - North Camas No.1 Transmission Line; thence on said center line, southwesterly, approximately 7,980 ft. to |
AP 7 | at intersection with the N. and S. center line of the SE1/4 of sec. 3; thence on said center line, northerly, approximately 1,195 ft. to |
AP 8 | the SE1/16 cor. of said sec. 3; thence on the E. and W. center line of said SE1/4, westerly, approximately 1,320 ft. to |
AP 9 | the C-S1/16 cor. of said sec.; thence on the N. and S. center line of said sec., N. 01°19'07" E., approximately 1,200 ft. to |
AP 10 (AP 43) | identical with AP 43 of the Exterior Legal Boundary Description; thence identical with said Exterior Boundary, N. 40°48' E., approximately 505 ft. to |
AP 11 (AP 44) | at intersection with the thread of Canyon Creek; thence along said thread, northeasterly, approximately 3,765 ft. to |
AP 12 (AP 45) | at intersection with the line between sec. 2, T. 01 N., R. 05 E. and sec. 35, T. 02 N., R. 05 E.; thence on said line, East, approximately 3,650 ft. to |
AP 13 (AP 46) | the E1/16 cor. of said secs. 2 and 35; thence on the N. and S. center line of the SE1/4 of said sec. 35, North, approximately 1,320 ft. to T. 02 N., R. 05 E. |
AP 14 (AP 47) | the SE1/16 cor. of said sec. 35; thence on the E. and W. center line of said SE1/4, East, approximately 1,328 ft. to |
AP 15 (AP 48) | the S1/16 cor. of secs. 35 and 36; thence on the line between said secs., North, approximately 1,875 ft. to |
AP 16 (AP 49) | at intersection with the thread of the aforementioned Canyon Creek; thence along said thread, northeasterly, approximately 3,950 ft. to |
AP 17 (AP 50) | at intersection with the line between secs. 25 and 36; thence on said line, East, approximately 2,260 ft. to |
AP 18 (AP 51A) | the cor. of secs. 25 and 36, T. 2 N., R. 5 E., on the west line of sec. 31, T. 2 N., R. 6 E.; thence on the line between said secs. 25 and 31, N. 00°59' W. a distance of 68.64 ft. to |
AP 19 (AP 51B) | the cor. of secs. 30 and 31, T. 2 N., R. 6 E., on the east line of said sec. 25; thence on the line between said secs. 25 and 30, N. 00°30' W., approximately 2,020 ft. to T. 02 N., R. 06 E. |
AP 20 (AP 52) | at intersection with the center line of the BPA North Bonneville - Troutdale No. 1 Transmission Line; thence on said center line, northeasterly, approximately 5,870 ft. to |
AP 21 (AP 53) | at intersection with the line between secs. 29 and 30; thence on said line, N. 00°32' E., approximately 985 ft. to |
AP 22 (AP 54) | the cor. of secs. 19, 20, 29, and 30; thence on the line between said secs. 19 and 20, North, approximately 5,280 ft. to |
AP 23 (AP 55) | the cor. of secs. 17, 18, 19, and 20; thence on the line between said secs. 17 and 20, East, approximately 5,310 ft. to |
AP 24 (AP 56) | the cor. of secs. 16, 17, 20, and 21; thence on the line between said secs. 16 and 17, North, approximately 5,280 ft. to |
AP 25 (AP 57) | the cor. of secs. 8, 9, 16, and 17; thence on the line between said secs. 8 and 9, North, approximately 2,670 ft. to |
AP 26 (AP 58) | at intersection with the center line of the BPA McNary - Ross No. 1 Transmission Line; thence on said line, northeasterly, approximately 22,660 ft. to T. 03 N., R. 06 E. |
AP 27 (AP 59) | at intersection with the line between sec. 36, T. 03 N., R. 06 E., and sec. 31, T. 03 N., R. 07 E.; thence on said line, North, approximately 7,405 ft. to |
AP 28 (AP 60) | not used |
AP 29 (AP 61) | at intersection with the crest of a ridge line; thence along said ridge line, northeasterly, approximately 3,000 ft. to T. 03 N., R. 07 E. |
AP 30 (AP 62) | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 3,900 ft. to |
AP 31 (AP 63) | at a four-way intersection of unnamed primitive roads; thence ascending along said ridge line, easterly, 2,030 ft. to |
AP 32 (AP 64) | at intersection with the center line of the BPA McNary - Ross No. 1 Transmission Line; thence on said center line, easterly, approximately 11,295 ft. to |
AP 33 (AP 65) | at intersection with the N. and S. center line of sec. 27; thence leaving the aforementioned Exterior Boundary, on said center line, South, approximately 3,020 ft. to |
AP 34 | the 1/4 cor. of said sec. 27 and sec. 34; thence on the line between said secs., West, approximately of 1,205 ft. to |
AP 35 | at intersection with the center line of an unnamed primitive road; thence South, approximately 5,280 ft. to |
AP 36 | at intersection with the line between sec. 34, and sec. 3, T. 2 N., R. 7 E.; thence on the line between said secs., West, approximately 500 ft. to |
AP 37 | the cor. of said sec. 3, and sec. 4; thence on the line between said secs. 4 and 34, West, approximately 300 ft. to |
AP 38 | the cor. of said sec. 34, and sec. 33; thence on the line between said secs. 4 and 33, West, approximately 2,430 ft. to |
AP 39 | the N1/4 cor. of said sec. 4; T. 02 N., R. 07 E. thence on the N. and S. center line of said sec., South, approximately 2,640 ft. to |
AP 40 | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., West, approximately 2,640 ft. to |
AP 41 | the 1/4 cor. of said sec. 4, and sec. 5; thence on the line between said secs., South, approximately 2,640 ft. to |
AP 42 | the cor. of said secs. 4 and 5, and secs. 8 and 9; thence on the line between said secs. 8 and 9, South, approximately 5,280 ft. to |
AP 43 | the SE cor. of said sec. 8; thence southerly, approximately 3,620 ft. to |
AP 44 {AP 20} | at intersection of the center line of a natural gas pipe line easement with the north line of the B. B. Bishop Donation Land Claim (DLC) No. 39, identical with AP 20 of the North Bonneville Urban Area (UA) Legal Boundary Description; thence on the north line of said DLC, on said UA Boundary and North Bonneville city limits line, S. 86°20'39" W., approximately 666 ft. to |
AP 45 {AP 19} | the NW cor. of said DLC; thence on the westerly boundary of said D.L.C, S. 02°12'16" W., approximately 1,347 ft. to |
AP 46 {AP 18} | at intersection with the northerly boundary of the G.W. Johnson DLC No. 38; thence on said northerly boundary, S. 84°22'12" W., approximately 550 ft. to |
AP 47 {AP 17} | at intersection with the northerly right-of-way line of BPA Bonneville-Vancouver transmission line easement; thence leaving said northerly DLC line and said city limits line, on said northerly right-of-way line, N. 57°28' W., approximately 1,050 ft. to |
AP 48 {AP 16} | the most northerly point thereof; thence continuing on said northerly right-of-way line, S. 57°56' W., approximately 1,450 ft. to |
AP 49 {AP 15} | at intersection with the aforementioned northerly line of the Johnson DLC and said city limits line; thence leaving said northerly right-of-way line, on said northerly DLC line and said city limits line, S. 84°22'12" W., approximately 350 ft. to |
AP 50 {AP 14} | the NW cor. of said Johnson DLC; thence on the westerly boundary thereof, S. 16°46'08" E., approximately 160 ft. to |
AP 51 {AP 13} | at intersection with the aforementioned northerly right-of-way line; thence leaving said northerly DLC line and city limits line, on said northerly right-of-way line, S. 57°56' W., approximately 4,490 ft. to |
AP 52 {AP 12} | at intersection with the E. and W. center line of sec. 19 and said city limits line; thence on said center line, N. 89°59' W., approximately 505 ft. to |
AP 53 {AP 11} | the C1/4 cor. of said sec. 19; Latitude: 45°38'36.6" N., Longitude: 121°59'31.6" W.; thence on the N. and S. center line of said sec., S. 0°29' E., approximately 1,890 ft. to |
AP 54 {AP 10} | at intersection with the southeasterly right-of-way line of the Burlington Northern - Santa Fe Railroad right-of-way; thence leaving said city limits line, S. 43°21' E., approximately 1,045 ft. to |
AP 55 {AP 9} | the NW cor. of the plat of Relocated North Bonneville, identical with the line between secs. 19 and 30; thence on the southwesterly boundary thereof, S. 29°58'55" W. a distance of 119.59 ft. to |
AP 56 {AP 8} | thence continuing on said southwesterly boundary, S. 18°27'10" E. a distance of 1,452.91 ft. to |
AP 57 {AP 7} | thence continuing on said southwesterly boundary and southeasterly extension thereof, crossing Hamilton Creek, S. 67°00'00" E., approximately 760 ft. to |
AP 58 {AP 6} | at intersection with the left bank of Hamilton Creek at OHWM; thence along said left bank at OHWM, southwesterly, approximately 3,030 ft. to |
AP 59 {AP 5} | at intersection with the right bank of the Columbia River at OHWM; thence leaving said city limits line, along said right bank at OHWM, southeasterly, a distance of 1,500 ft. to |
AP 60 {AP 4B} | thence leaving the aforementioned UA Boundary and said right bank at OHWM, southeasterly, approximately 740 ft. to |
AP 61 | the most easterly extremity of Ives Island at OHWM; thence along the southerly shore of said island at OHWM, southwesterly, approximately 3,000 ft. to |
AP 62 | the southwesterly extremity of Ives Island at OHWM; thence leaving Ives Island, southwesterly, approximately 800 ft. to |
AP 63 | the southeasterly extremity of Pierce Island at OHWM; T. 02 N., R. 06 E. thence along the southerly shore of said island at OHWM, southwesterly, approximately 2,820 ft. to |
AP 64 | an interior southwesterly shore line cor. of said island at OHWM; thence crossing an inlet of said southerly shore, N. 50° W., approximately 545 ft. to |
AP 65 | at intersection with said southerly shore at OHWM; thence continuing along the southerly shore of said island at OHWM, southwesterly, approximately 1,910 ft. to |
AP 66 | the most southwesterly extremity of said island at OHWM; thence leaving said island, West, approximately 540 ft. to |
AP 67 | at intersection with the right bank of the Columbia River at OHWM; thence along said right bank at OHWM, southwesterly, approximately 3,560 ft. to |
AP 68 | from which the intersection of the center line of the BPA Bonneville Ph. 1 North Camas No. 1 transmission line with the center line of Woodward Road bears North, approximately 2,900 ft.; thence North, approximately 2,900 ft. to |
AP 69 | at said intersection; thence on said centerline of said transmission line, N. 66°25' E., approximately 2,400 ft. to |
AP 70 | at intersection with the line between secs. 25 and 26; thence on said line, North, a distance of 1,000 ft. to |
AP 71 | thence West, approximately 400 ft. to |
AP 72 | at intersection with the center line of Kuffler Road; thence North, approximately 500 ft. to |
AP 73 | at intersection with the E. and W. center line of said sec. 26; thence on said center line, West, approximately 400 ft. to |
AP 74 | the NE cor. of that tract of land described in Deed Record Y Page 530, records of Skamania County, Washington; thence on the easterly line of said tract and southerly extension thereof, South a distance of 300 ft. to |
AP 75 | thence West, approximately 500 ft. to |
AP 76 | at intersection with the N. and S. center line of the SE1/4 of said sec.; thence on said center line, North, approximately 300 ft. to |
AP 77 | the E1/16 cor. of said sec.; thence on the E. and W. center line of said sec., approximately 3,960 ft. to |
AP 78 | the 1/4 cor. of secs. 26 and 27; thence on the E. and W. center line of said sec. 27, N. 89°08'44" W. a distance of 5228.09 ft. to |
AP 79 | the 1/4 cor. of secs. 27 and 28; thence on the E. and W. center line of said sec. 28, West, approximately 5,271 ft. to |
AP 80 | the 1/4 cor. of secs. 28 and 29; thence on the line between said secs., S. 02°24'28" W. a distance of 2,631.84 ft. to |
AP 81 | the cor. of secs. 28, 29, 32, and 33; thence on the line between said secs. 29 and 32, N. 88°48'42" W., approximately 1,321.28 ft. to |
AP 82 | the E1/16 cor. of said secs.; thence on the N. and S. center line of the NE1/4 of said sec. 32, S. 02°37'43" W., approximately 2,630.44 ft. to |
AP 83 | the E1/16 cor. of said sec.; thence on the N. and S. center line of the SE1/4 of said sec., S. 01°11'10" W., approximately 2,620.72 ft. to |
AP 84 | the E1/16 cor. of said sec. 32 and sec. 5, T. 1 N., R. 6 E.; T. 01 N., R. 06 E. thence on the E. and W. center line of the NE1/4 of said sec. 5, South, approximately 700 ft. to |
AP 85 | at intersection with the center line of the Burlington Northern - Santa Fe Railroad right-of-way; T. 02 N., R. 06 E. thence on said center line, easterly, approximately 9,350 ft. to |
AP 86 | at intersection with the center line of Skamania Landing Road; thence on said road center line, southeasterly, approximately 1,435 ft. to |
AP 87 | at intersection with the northerly extension of the westerly line of Lot 2, Hazard Short Plat No. 1, recorded in Book 3 of Short Plats, Page 20, records of Skamania County, Washington; thence on said extension, S. 17°32'40" E., approximately 280 ft. to |
AP 88 | the northwesterly cor. of said Lot 2; thence on the westerly line thereof, S. 17°32'40" E., approximately 220 ft. to |
AP 89 | at intersection with the right bank of the Columbia River at OHWM; thence along said right bank, westerly, approximately 27,000 ft. to T. 01 N., R. 06 E. T. 01 N., R. 05 E. |
AP 1 | the Point of Beginning |
T. 01 N., R. 04 E., Clark County | |
AP 1 | Beginning at the point of intersection of the right bank of the Columbia River at Ordinary High Water Mark (OHWM) with the thread of Lawton Creek; Latitude 45°33'18.0" N. Longitude 122°16'01.3" W. thence along said thread, northerly, approximately 4,615 ft. to |
AP 2 | at intersection with the thread of Walton Creek; thence leaving said thread, N. 51° E., approximately 215 ft. to |
AP 3 | at intersection with the crest of a ridge line; thence ascending along said ridge line, northerly, approximately 835 ft. to |
AP 4 | at intersection with the 400-ft. contour line, National Geodetic Vertical Datum (NGVD) 1929; thence leaving said crest, N. 19°18' E. a distance of 430 ft. to |
AP 5 | thence N. 35°06' E., approximately 380 ft. to |
AP 6 | at intersection with the E. and W. center line of sec. 13; thence on said center line, East, approximately 2,835 ft. to |
AP 7 | the 1/4 cor. of said sec. 13, and sec. 18, T. 1 N. R. 5 E.; T. 01 N., R. 05 E., Skamania County thence on the line between said secs., South, approximately 660 ft. to |
AP 8 | the N-S1/64 cor. between said secs.; thence on the E. and W. center line of the N1/2 SW1/4 of said sec. 18, East., approximately 2,640 ft. to |
AP 9 | the C-N-S1/64 cor. of said sec.; thence on the N. and S. center line of said sec., North, approximately 1,980 ft. to |
AP 10 | the C-N1/16 cor. of said sec.; thence N. 22°35' E., approximately 535 ft. to |
AP 11 | at the confluence of the threads of Lawton Creek and an unnamed ravine; thence along the thread of said unnamed ravine, northeasterly, approximately 4,695 ft. to |
AP 12 | at intersection with the E. and W. center line of sec. 8; thence along said center line, East, approximately 2,600 ft. to |
AP 13 | at intersection with the center line of Belle Center Road; thence on said center line, northeasterly, approximately 475 ft. to |
AP 14 (AP 29) | at intersection with the center line of Mt. Pleasant Road, identical with AP 29 of the Exterior Legal Boundary Description; thence on said center line, on said Exterior Boundary, easterly, approximately 1,930 ft. to |
AP 15 (AP 30) | at intersection with the center line of Strunk Road; thence on the center line of said Strunk Road, easterly, approximately 2,925 ft. to |
AP 16 (AP 31) | at intersection with the center line of Rim Drive private road; thence on the center line of said Rim Drive, northerly, a distance of 400 ft. to |
AP 17 (AP 32) | thence East, approximately 800 ft. to |
AP 18 (AP 33) | at intersection with the crest of a ridge line; thence along said ridge line the following general courses: N. 34°37' E., approximately 945 ft. to |
AP 19 (AP 34) | N. 56°50' E., approximately of 810 ft. to |
AP 20 (AP 35) | N. 36°35' E., approximately 1,110 ft. to |
AP 21 (AP 36) | at intersection with the line between secs. 9 and 10; thence on said line, North, approximately 95 ft. to |
AP 22 (AP 37) | the cor. of secs. 3, 4, 9, and 10; thence on the line between said secs. 3 and 4, North, approximately 590 ft. to |
AP 23 (AP 38) | at intersection with the center line of Mt. Pleasant Road; thence on said center line, northeasterly, approximately 1,250 ft. to |
AP 24 (AP 39A) | at intersection with the center line of Canyon Creek Road; thence on said center line, easterly, approximately 520 ft. to |
AP 25 (AP 39B) | at intersection with the N. and S. center line of the SW1/4 of said sec. 3; thence leaving the aforementioned Exterior Boundary, on said center line, South, approximately 1,300 ft. to |
AP 26 | the W1/16 cor. between said secs. 3 and 10; thence on the N. and S. center line of the NW1/4 of said sec. 10, S. 02°12'08" W., approximately 1,440 ft. to |
AP 27 | at intersection with the center line of Washington State Route 14; thence on said center line, easterly, approximately 3,310 ft. to |
AP 28 | at intersection with the N. and S. center line of the SE1/4 NE1/4 of said sec. 10; thence on said N. and S. center line, South, approximately 460 ft. to |
AP 29 | at intersection with the center line of Riverside Drive; thence on said center line, southerly and easterly, approximately 1,055 ft. to |
AP 30 | at intersection with the line between secs. 10 and 11; thence on said line, S. 01°12'36" W., approximately 1,025 ft. to |
AP 31 | at intersection with the right bank of the Columbia River at OHWM; thence along said right bank at intersection with OHWM, westerly, approximately 29,990 ft. to T. 01 N., R. 04 E., Clark County |
AP 1 | the Point of Beginning |
T. 03 N., R. 10 E., Hood River County | |
AP 1 | Beginning at the point of intersection of the left bank of the Columbia River at Bonneville Normal Pool Elevation 72 ft., National Geodetic Vertical Datum of 1929 (NGVD 1929) (BNPE) (See Footnote 1) with the line between lots 3 and 4 of sec. 28; Latitude 45°42'30.6" N. Longitude 121°34'50.2" W. thence on said line, South, approximately 285 ft. to |
AP 2 | the W1/16 cor. between secs. 28 and 33; thence on the N. and S. center line of the NW1/4 of said sec. 33, South a distance of 1,100 ft. to |
AP 3 | thence southwesterly, approximately 1,400 ft. to |
AP 4 | at intersection of the line between said sec. 33 and sec. 32 with the crest of a ridge line; thence ascending along said ridge line, southwesterly, approximately 3,100 ft. to |
AP 5 | at intersection with the N. and S. center line of said sec. 32; thence on said center line, South, approximately 1,500 ft. to |
AP 6 (AP 594B) | the 1/4 cor. of said sec. 32 and sec. 5, T. 2 N., R. 10 E., identical with AP 594B of the Exterior Legal Boundary Description; T. 02 N., R. 10 E. thence on the line between said secs., on said Exterior Boundary, West, approximately 2,640 ft. to |
AP 7 (AP 595) | the cor. of secs. 5 and 6, T. 02 N., R. 10 E., and secs. 31 and 32, T. 03 N., R. 10 E.; thence on the line between said secs. 5 and 6, as shown on Survey of Columbia Gorge National Scenic Area Boundary, C.S. 99099, records of Hood River County, Oregon, S. 01°39'55" W. a distance of 1,334.12 ft. to |
AP 8 (AP 596) | the N1/16 cor. between said secs., a 5/8-in. iron rod with plastic cap inscribed "County Surveyor", as shown on said survey; thence on the E. and W. center line of the NE1/4 of said sec. 6, N. 89°35'34" W. a distance of 1,681.96 ft. to |
AP 9 (AP 597) | at intersection with the crest of a ridge line, as shown on said survey; thence along said ridge line, southwesterly, approximately 5,055 ft. to |
AP 10 (AP 598) | at intersection with the line between said sec. 6 and sec. 1, T. 02 N., R. 09 E.; thence continuing along said ridge line, as shown on said survey, southwesterly, approximately 8,160 ft. to T. 02 N., R. 09 E. |
AP 11 (AP 599) | at intersection with line between secs. 12 and 13; thence on the line between said secs., N. 89°43' W., approximately 260 ft. to |
AP 12 (AP 600) | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 14, S. 89°51' W., approximately 5,247 ft. to |
AP 13 (AP 601) | the cor. of secs. 10, 11, 14, and 15; thence on the line between said secs. 10 and 15, S. 89°48' W., approximately 5,258 ft. to |
AP 14 (AP 602) | the cor. of secs. 9, 10, 15, and 16; thence on the line between said secs. 9 and 16, S. 89°48' W., approximately 100 ft. to |
AP 15 (AP 603) | at intersection with the 3,600-ft. contour line, National Geodetic Vertical Datum (NGVD) 1929; thence along said contour line, westerly, approximately 22,700 ft. to |
AP 16 (AP 604) | at intersection with the line between Rs. 08 and 09 E.; thence continuing along said contour line, westerly and northerly, approximately 1,365 ft. to T. 02 N., R. 08 E. |
AP 17 (AP 605) | at intersection with the line between said Rs. 08 and 09 E.; thence continuing along said contour line, northerly, westerly, and southerly, approximately 10,010 ft. to T. 02 N., R. 09 E. |
AP 18 (AP 606) | at intersection with the line between said Rs. 08 and 09 E.; thence continuing along said contour line, westerly, approximately 16,895 ft. to T. 02 N., R. 08 E. |
AP 19 (AP 607) | at intersection with the crest of Mick Eaton Ridge line; thence along said ridge line the following general courses: N. 38°49' W., approximately 695 ft. to |
AP 20 (AP 608) | N. 26°53' W., approximately 510 ft. to |
AP 21 (AP 609) | N. 33°00' W., approximately 730 ft. to |
AP 22 (AP 610) | N. 00°51' W., approximately 345 ft. to |
AP 23 (AP 611) | N. 21°30' W., approximately 405 ft. to |
AP 24 (AP 612) | N. 38°17' W., approximately 910 ft. to |
AP 25 (AP 613) | N. 48°16' W., approximately 460 ft. to |
AP 26 (AP 614) | N. 68°10' W., approximately 395 ft. to |
AP 27 (AP 615) | the summit of a minor peak; thence descending along the crest of a ridge line, S. 87°39' W., approximately 835 ft. to |
AP 28 (AP 616) | a saddle in said ridge line; thence ascending along said ridge line, N. 85°43' W., approximately 430 ft. to |
AP 29 (AP 617) | the summit of a minor peak; thence descending the crest of the divide line between Falls Creek and Camp Creek along the following general courses: S. 02°44' W., approximately 615 ft. to |
AP 30 (AP 618) | S. 32°17' W., approximately 940 ft. to |
AP 31 (AP 619) | S. 52°08' W., approximately 865 ft. to |
AP 32 (AP 620) | S. 70°25' W., approximately 645 ft. to |
AP 33 (AP 621) | S. 63°06' W., approximately 1,110 ft. to |
AP 34 (AP 622) | S. 77°51' W., approximately 225 ft. to |
AP 35 (AP 623) | at intersection with the center line of the Herman Creek Trail; thence S. 85°22' W., approximately 3,475 ft. to |
AP 36 (AP 624) | at intersection with the crest of a ridge line; thence ascending, S. 17°44' W. a distance of 775 ft. to |
AP 37 (AP 625) | thence ascending, S. 19°51' W., approximately 835 ft. to |
AP 38 (AP 626) | at intersection with the center line of the Pacific Crest National Scenic Trail; thence along said center line, southwesterly, approximately 3,890 ft. to |
AP 39 (AP 627) | at intersection with the 3,600-ft. contour line, NGVD 1929; thence along said contour line, southwesterly, approximately 18,400 ft. to |
AP 40 (AP 628) | at intersection with the thread of Ruckel Creek; thence continuing along said contour line, southwesterly, 1,125 ft. to |
AP 41 (AP 629) | at intersection with the crest of a ridge line; thence descending along said ridge line the following general courses: S. 72°40' W., approximately 730 ft. to |
AP 42 (AP 630) | S. 70°50' W., approximately 1,440 ft. to |
AP 43 (AP 631) | S. 78°32' W., approximately 1,805 ft. to T. 02 N., R. 07 E. |
AP 44 (AP 632) | S. 65°15' W., approximately 215 ft. to |
AP 45 (AP 633) | N. 80°47' W., approximately 380 ft. to |
AP 46 (AP 634) | S. 87°21' W., approximately 675 ft. to |
AP 47 (AP 635) | thence leaving said ridge line, descending, S. 80°34' W. a distance of 435 ft. to |
AP 48 (AP 636) | thence descending, S. 55°02' W., approximately 905 ft. to |
AP 49 (AP 637) | at intersection with the 1,600-ft. contour line, NGVD 1929; thence descending, S. 33°13' W., approximately 550 ft. to |
AP 50 (AP 638) | at intersection with the 1,200-ft. contour line, NGVD 1929; thence along said contour line, easterly, approximately 405 ft. to |
AP 51 (AP 639) | at intersection with the thread of an unnamed ravine; thence along said thread, southwesterly, approximately 565 ft. to |
AP 52 (AP 640) | at intersection with the 800-ft. contour line, NGVD 1929; thence along said contour line, southerly, approximately 13,810 ft. to |
AP 53 (AP 641) | at intersection with the line between Rs. 07 and 08 E.; thence continuing along said contour line, southeasterly, approximately 1,050 ft. to T. 02 N., R. 08 E. |
AP 54 (AP 642) | at intersection with the S. line of T. 02 N., R. 08 E.; thence continuing along said contour line, southerly, approximately 1,270 ft. to T. 02 N., R. 07 E. |
AP 55 (AP 643) | at intersection with the line between Tps. 02 and 01 N., as depicted on Amended Protraction Diagram Unit 7 Index, September 23, 1994, records of BLM; thence continuing along said contour line, southerly, approximately 2,350 ft. to |
AP 56 (AP 644) | from which the intersection of the thread of Eagle Creek with the center line of the 4-1/2-Mile Bridge bears northwesterly a distance of 540 ft.; thence across Eagle Creek, S. 17°08' W., approximately 200 ft. to |
AP 57 (AP 645) | at intersection with the 800-ft. contour line, NGVD 1929; thence along said contour line, northwesterly, approximately 3,050 ft. to T. 01 N., R. 07 E. |
AP 58 (AP 646) | at intersection with the line between Tps. 01 and 02 N.; thence continuing along said contour line, northwesterly, approximately 18,500 ft. to T. 02 N., R. 07 E. |
AP 59 (AP 647) | at intersection with the crest of a ridge line; thence ascending said ridge line along the following general courses; S. 66°36' W., approximately 670 ft. to |
AP 60 (AP 648) | S. 37°32' W., approximately 830 ft. to |
AP 61 (AP 649) | S. 30°52' W., approximately 635 ft. to |
AP 62 (AP 650) | S. 56°24' W., approximately 200 ft. to |
AP 63 (AP 651) | S. 00°03' E., approximately 440 ft. to |
AP 64 (AP 652) | S. 27°58' W., approximately 195 ft. to |
AP 65 (AP 653) | S. 66°26' W., approximately 410 ft. to |
AP 66 (AP 654) | S. 74°29' W., approximately 645 ft. to |
AP 67 (AP 655) | S. 68°48' W., approximately 550 ft. to |
AP 68 (AP 656) | at intersection with the line between Hood River County and Multnomah County, identical with the line extending "due south of the SE cor. of the northeast quarter of sec. 22," as described in O.R.S. 201.140, amended 1967; T. 02 N., R. 07 E., Multnomah County thence continuing along said ridge line, S. 70°19' W., approximately 830 ft. to |
AP 69 (AP 657) | at intersection with the center line of the Tanner Butte Trail; thence along said center line, southerly, approximately 2,410 ft. to |
AP 70 (AP 658) | at intersection with the crest of a ridge line; thence descending along said ridge line the following general courses: S. 84°59' W., approximately 1,845 ft. to |
AP 71 (AP 659) | S. 77°37' W., approximately 1,195 ft. to |
AP 72 (AP 660) | N. 75°54' W., approximately 750 ft. to |
AP 73 (AP 661) | N. 67°09' W., approximately 1,190 ft. to |
AP 74 (AP 662) | at intersection with the center line of Forest Road 777; thence on said center line, southerly, approximately 4,700 ft. to |
AP 75 (AP 663) | at intersection with the line between Tps. 01 and 02 N.; thence continuing on said center line, southerly, approximately 5,275 ft. to T. 01 N., R. 07 E. |
AP 76 (AP 664) | at intersection with the thread of an unnamed ravine, adjacent to the Tanner Creek Trailhead; thence along said thread, westerly, approximately 620 ft. to |
AP 77 (AP 665) | at intersection with the thread of Tanner Creek; thence ascending on the following courses: S. 72°47' W. a distance of 1,410 ft. to |
AP 78 (AP 666) | S. 78°47' W a distance of 1,960 ft. to |
AP 79 (AP 667) | S. 04°11' W. a distance of 1,150 ft. to |
AP 80 (AP 668) | S. 39°18' W. a distance of 850 ft. to |
AP 81 (AP 669) | the intersection of the 3,200-ft. contour line, NGVD 1929 with the center line of the Bonneville Power Administration (BPA) Wautoma - Ostrander No. 1 Transmission Line; thence on said contour line, westerly and southerly, approximately 13,585 ft. to |
AP 82 (AP 670) | at intersection with the easterly extension of the line between secs. 12 and 13, T. 01 N., R. 06 E.; thence on said extension, N. 89°49' W., approximately 3,835 ft. to |
AP 83 (AP 671) | the cor. of said secs. 12 and 13 thence on the line between said secs., N. 89°49' W., approximately 5,293 ft. to T. 01 N., R. 06 E. |
AP 84 (AP 672) | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 13 and 14, S. 00°01' E., approximately 5,280 ft. to |
AP 85 (AP 673) | the cor. of secs. 13, 14, 23, and 24; thence on the line between said secs. 14 and 23, S. 89°56' W., approximately 2,653 ft. to |
AP 86 (AP 674) | the 1/4 cor. of said secs.; thence on the N. and S. center line of said sec. 23, S. 00°01'30" E., approximately 3,960 ft. to |
AP 87 (AP 675) | the S1/16 cor. of said sec.; thence on the E. and W. center line of the SW1/4 of said sec., S. 89°56' W., approximately 2,666 ft. to |
AP 88 (AP 676) | the S1/16 cor. of secs. 22 and 23; thence on the E. and W. center line of the SE1/4 of said sec. 22, N. 89°42'30" W., approximately 2,647 ft. to |
AP 89 (AP 677) | the S1/16 cor. of said sec.; thence on the N. and S. center line of said sec., S. 00°02'30" E., approximately 1,320 ft. to |
AP 90 (AP 678) | the 1/4 cor. of secs. 22 and 27; thence on the N. and S. center line of said sec. 27, S. 00°02'30" E., approximately 2,640 ft. to |
AP 91 (AP 679) | the C1/4 cor. of said sec.; thence S. 64°22' W., approximately 2,990 ft. to |
AP 92 (AP 680) | the intersection of the line between secs. 27 and 28 with the crest of a ridge line; thence ascending said ridge line, southwesterly, approximately 5,415 ft. to |
AP 93 (AP 681) | at intersection with the center line of East Larch Mountain Road; thence on said center line, westerly and northerly, approximately 6,355 ft. to |
AP 94 (AP 682) | at intersection with the thread of an unnamed ravine (see Footnote 2); thence along said thread, westerly, approximately 4,185 ft. to |
AP 95 (AP 683) | at intersection with the N. and S. center line of sec. 30; thence on said center line, N. 00°02'15" W., approximately 1,115 ft. to |
AP 96 (AP 684) | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., N. 89°27' W., approximately 2,652 ft. to |
AP 97 (AP 685) | the 1/4 cor. of said sec. 30, and sec. 25, T. 01 N., R. 05 E.; thence on the line between said secs., North, approximately 2,643 ft. to |
AP 98 (AP 686) | the cor. of secs. 19 and 30, T. 01 N., R. 06 E., and secs. 24 and 25, T. 01 N., R. 05 E.; thence on the line between said secs. 19 and 24, North, approximately 2,640 ft. to |
AP 99 (AP 687) | the 1/4 cor. of said secs. 19 and 24; thence on the E. and W. center line of. said sec. 24, N. 89°54'30" W., approximately 2,662 ft. to T. 01 N., R. 05 E. |
AP 100 (AP 688) | the C1/4 cor. of said sec.; thence on the N. and S. center line of said sec., South, approximately 1,320 ft. to |
AP 101 (AP 689) | the S1/16 cor. of said sec.; thence on the E. and W. center line of the SW1/4 of said sec., S. 89°59'45" W., approximately 1,330 ft. to |
AP 102 (AP 690) | the SW1/16 cor. of said sec.; thence on the N. and S. center line of the SW1/4 of said sec., South, approximately 1,320 ft. to |
AP 103 (AP 691) | the W1/16 cor. of secs. 24 and 25; thence on the line between said secs. S. 89°54' W., approximately 1,330 ft. to |
AP 104 (AP 692) | the cor. of secs. 23, 24, 25, and 26; thence on the line between said secs. 25 and 26, South, approximately 5,280 ft. to |
AP 105 (AP 693) | the cor. of secs. 25, 26, 35, and 36; thence on the line between said secs. 26 and 35, West, approximately 2,644 ft. to |
AP 106 (AP 694) | the 1/4 cor. of said secs.; thence on the N. and S. center line of. said sec. 35, South, approximately 2,640 ft. to |
AP 107 (AP 695) | the C1/4 cor. of said sec.; thence on the E. and W. center line of said sec., West, approximately 2,642 ft. to |
AP 108 (AP 696) | the 1/4 cor. of secs. 34 and 35; thence on the E. and W. center line of said sec. 34, S. 89°50'30" W., approximately 5,302 ft. to |
AP 109 (AP 697) | the 1/4 cor. of secs. 33 and 34; thence on the E. and W. center line of said sec. 33, West, approximately 5,260 ft. to |
AP 110 (AP 698) | the 1/4 cor. of secs. 32 and 33; thence on the E. and W. center line of said sec. 32, S. 89°38'30" W., approximately 5,294 ft. to |
AP 111 (AP 699A) | the 1/4 cor. of secs. 31 and 32; thence on the E. and W. center line of said sec. 31, S. 89°55'30" W., approximately 450 ft. to |
AP 112 (AP 699B) | at intersection with the center line of Larch Mountain Road; thence leaving the aforementioned Exterior Boundary, on said center line, northerly and westerly, approximately 2,325 ft. to |
AP 113 | at intersection with the N. and S. center line of the NE1/4 cor. of said sec.; thence on said center line, North, approximately 1,400 ft. to |
AP 114 | at intersection with the line between sec. 30 and said sec. 31; thence on said line, N. 89°51' W., approximately 3,977 ft. to |
AP 115 | the cor. of said secs. 30 and 31, and secs. 25 and 36, T. 1 N., R. 4 E.; T. 01 N., R. 04 E. thence on the line between said secs. 25 and 36, West, approximately 100 ft. to |
AP 116 | at intersection with the center line of the Historic Columbia River Highway; thence on said center line, westerly, approximately 4,125 ft. to |
AP 117 | at intersection with the center line of the Menucha Retreat Center private access road; thence on said center line, N. 03°57' E., approximately 895 ft. to |
AP 118 | at intersection with the southerly line of that tract of land described in Book 1415 Page 135, records of Multnomah County, Oregon; thence on said line and westerly extension thereof, westerly, approximately 2,450 ft. to |
AP 119 | at intersection with the southerly extension of the westerly line of Parcel 3, Partition Plat 1997-208, records of Multnomah County, Oregon; thence on said extension and westerly line, N. 04°53'00" E., approximately 1,270 ft. to |
AP 120 | the westerly NW cor. of said Parcel; thence continuing on said Parcel line, N. 89°28'08" E. a distance of 7.6 ft. to |
AP 121 | the interior cor. of said Parcel; thence continuing on said Parcel line and northerly extension thereof, N. 04°53'00" E., approximately 1,100 ft. to |
AP 122 | at intersection with the left bank of the Columbia River at Mean Low Water (MLW), the waterward limit of the sand or mud beach or foreshore as depicted in the United States Geological Survey, Washougal, Wash. - Oreg. map, dated 1961, Photorevised 1970 and 1975; thence along said left bank at MLW, easterly, approximately 6,050 ft. to |
AP 123 | at intersection with the line of 122°15' W. longitude as depicted on said map; thence on said line of longitude, South, approximately 150 ft. to |
AP 124 | at intersection with the left bank of the Columbia River at Ordinary High Water Mark (OHWM) as depicted in the United States Geological Survey, Bridal Veil, Oreg. - Wash. map, Provisional Edition 1986; thence along said left bank at OHWM, easterly, approximately 22,000 ft. to T. 01 N., R. 05 E. |
AP 125 | at intersection with the northwesterly extension of the line between Lots 6 and 7, First Addition to Bridal Veil, records of Multnomah County, Oregon; thence along said extension and lot line, S. 36°40'12" E., approximately 580 ft. to |
AP 126 | at intersection with the northwesterly right-of-way line of the Historic Columbia River Highway; thence on said right-of-way line, northeasterly, approximately 1,055 ft. to |
AP 127 | at intersection with the northwesterly extension of the southwesterly line of that tract of land described in Document 2015-030618, records of Multnomah County, Oregon; thence on said extension and southwesterly line, S. 41°29'08" E., approximately 210 ft. to |
AP 128 | the southwesterly cor. of said tract, an interior cor. of Shepperd's Dell State Park, as shown on C.S. 48720, records of Multnomah County, Oregon; thence on the northwesterly line of said park the following courses: N. 48°30'52" E. a distance of 306.74 ft. to, |
AP 129 | S. 41°52'28" E. a distance of 84.85 ft. to |
AP 130 | N. 49°08'13" E. a distance of 99.96 ft. to |
AP 131 | S. 44°44'40" E. a distance of 153.82 ft. to |
AP 132 | N. 55°58'59" E. a distance of 121.03 ft. to |
AP 133 | N. 46°53'03" E. a distance of 64.52 ft. to |
AP 134 | N. 57°55'56" E. a distance of 218.96 ft. to |
AP 135 | S. 87°42'02" E. a distance of 53.31 ft. to |
AP 136 | S. 74°47'43" E. a distance of 64.82 ft. to |
AP 137 | S. 61°16'14" E. a distance of 43.46 ft. to |
AP 138 | S. 64°37'08" E. a distance of 50.41 ft. to |
AP 139 | at intersection with a line 20 ft. westerly from, and parallel with, the thread of Coopey Creek, when measured perpendicular thereto; thence along said line, northwesterly, approximately 610 ft. to |
AP 140 | at intersection with the line between secs.14 and 15; thence N. 00°16'29" W., approximately 1,365 ft. to |
AP 141 | at intersection with the left bank of the Columbia River at OHWM; thence along said left bank at OHWM, easterly, approximately 34,560 ft. to T. 01 N., R. 06 E. |
AP 142 | from which the cor. of secs. 2 and 3, and secs. 34 and 35, T. 2 N., R. 6. E. bears northeasterly a distance of 1,280 ft.; thence leaving said left bank, S. 41°30' E., approximately 1,545 ft. to |
AP 143 | at intersection with the southeasterly right-of-way line of the Columbia River Highway; thence on said right-of-way line, northeasterly, approximately 1,785 ft. to |
AP 144 | from which the line between said secs. 2 and 35 bears northerly a distance of 265 ft., when measured perpendicular thereto; thence parallel with said sec. line, S. 89°02'05" E., approximately 855 ft. to |
AP 145 | at intersection with the westerly line of that tract of land described in Document No. 2002-026477, and shown in Partition Plat No. 2006-11, records of Multnomah County, Oregon; thence on the westerly line thereof, S. 00°56'38" W., approximately 365 ft. to |
AP 146 | the SW cor. of said tract as shown on said plat; thence on the southerly line thereof, S. 89°06'19" E. a distance of 692.18 ft. to |
AP 147 | the SE cor. of said tract at intersection with the N. and S. center line of said sec. 2, as shown on said plat; thence on said center line, N. 00°43'02" E., approximately 507 ft. to |
AP 148 | at intersection with the southeasterly line of that tract of land described in Book 1,013 Page 446, records of Multnomah County, Oregon; thence on said southeasterly line, northeasterly, approximately 155 ft. to |
AP 149 | at intersection with the line between said secs. 2 and 35; thence on said line, easterly, approximately 2,590 ft. to |
AP 150 | the cor. of secs. 1 and 2, T. 1 N., R. 6 E., and secs. 35 and 36, T. 2 N., R. 6 E.; thence on the line between said secs. 1 and 36, easterly, approximately 5,325 ft. to |
AP 151 | the cor. of said sec. 36, and sec. 31, T. 2 N., R. 7 E.; thence on the line between said secs., northerly, approximately 3,820 ft. to |
AP 152 | at intersection with the left bank of the Columbia River at OHWM; T. 02 N., R. 07 E. thence along said left bank at OHWM, easterly, approximately 12,200 ft. to |
AP 153 {AP 3B} | at intersection with a line extending West from the center line of the Union Pacific Railroad at Engineers Station 2091+64.3 Point of Spiral, identical with AP 3B of the North Bonneville Urban Area (UA) Legal Boundary Description; thence on said UA Boundary, East, approximately 165 ft. to |
AP 154 {AP 3A} | at intersection with said center line; thence on said center line, northeasterly, approximately 2,224 ft. to |
AP 155 {AP 2} | at intersection with the line between secs. 21 and 28; thence on said line, N. 89°20' E., approximately 2,910 ft. to |
AP 156 {AP 1} | the cor. of secs. 21, 22, 27, and 28; thence on the line between said secs. 21 and 22, N. 0°16' W., approximately 1,340 ft. to |
AP 157 {AP 55} | at intersection with a line 40 ft. southerly, when measured perpendicular thereto, from the westbound center line of Interstate 84; thence parallel, and 40 ft. southerly from, said center line, N. 69°06' E., approximately 1,020 ft. to |
AP 158 {AP 54} | at intersection with the right-of-way line of Interstate 84 where the east and westbound lanes separate on the westerly side of Tooth Rock Tunnel; thence N. 47°38' E., approximately 634 ft. to |
AP 159 {AP 53} | at intersection with the left bank of the Columbia River at BNPE thence along said left bank at BNPE, leaving said North Bonneville UAB, northeasterly, approximately 12,350 ft. to T. 02 N., R. 07 E., Hood River County |
AP 160 {AP 26} | at intersection with the E. and W. center line of the NW1/4 of sec. 13, identical with the Cascade Locks UA Boundary and Cascade Locks Urban Growth Boundary (UGB); thence on said center line, identical with said boundaries, N. 89°00' E., approximately 1,230 ft. to |
AP 161 {AP 25} | the NW1/16 cor. of said sec.; thence on the N. and S. center line of said NW1/4, S. 00°10'32" E. a distance of 654.21 ft. to |
AP 162 {AP 24} | the northwesterly cor. of that tract of land described in Deed Book 72 Page 26, records of Hood River County, Oregon, as shown in C.S. 2006082, records of Hood River County, Oregon; thence leaving said UGB, on the E. and W. center line of the SE1/4 of said NW1/4, N. 89°36'59" E. a distance of 655.65 ft. to |
AP 163 {AP 23} | the northeasterly cor. of said tract, as shown in said C.S.; thence on the N. and S. center line of said SE1/4 NW1/4, identical with the westerly line of that tract of land described in Warranty Deed 701515, records of Hood River County, Oregon, N. 00°08'37" W. a distance of 455.05 ft. to |
AP 164 {AP 22} | the northwesterly cor. of said tract; thence on the northerly line thereof, N. 89° 32' 14" E. a distance of 435.55 ft. to |
AP 165 {AP 21} | the southwesterly cor. of that tract of land described in Warranty Deed 661324, as shown in C.S. No. 2006082, records of Hood River County, Oregon; thence on the westerly line thereof, N. 00°08'18" W. a distance of 199.98 ft. to |
AP 166 {AP 20} | the northwesterly cor. of said tract, as shown in said C.S.; thence on the northerly line thereof, N. 89°32'14" E. a distance of 220.26 ft. to |
AP 167 {AP 19} | the N1/16 cor. of said sec., as shown in said C.S., and rejoining said UGB; thence on the N. and S. center line of said sec. and said boundaries, N. 00°08'26" W. a distance of 1,313.2 ft. to |
AP 168 {AP 18} | the 1/4 cor. of sec. 12 and said sec. 13, as shown in C.S. No. 96015, records of Hood River County, Oregon; thence on the line between said secs., N. 88°22' E. a distance of 2,618.7 ft. to |
AP 169 {AP 17} | the cor. of said secs. 12 and 13, and secs. 7 and 18, T. 02 N., R. 08 E.; T. 02 N., R. 08 E. thence on the line between said secs. 7 and 12, N. 01°06' 04" W. a distance of 1,320.60 ft. to |
AP 170 {AP 16} | the S1/16 cor. of said secs.; thence on the line between two unnumbered lots (NW1/4 SW1/4 and SW1/4 SW1/4) of said sec. 7, N. 88°11' E., approximately 1,320 ft. to |
AP 171 {AP 15} | the cor. of said unnumbered lots and lots 1 and 2 of said sec. 7; thence on the line between said unnumbered lot (NW1/4 SW1/4) and said lot 1, N. 00°12' E., approximately 1,320 ft. to |
AP 172 {AP 14} | the northerly cor. of said lots; thence on the E. and W. center line of said sec., N. 89°01' E., approximately 2,640 ft. to |
AP 173 {AP 13} | the center E1/16 cor. of said sec.; thence on the N. and S. center line of the NE1/4 of said sec., N. 00°27' W., approximately 1,320 ft. to |
AP 174 {AP 12} | the NE1/16 cor. of said sec.; thence on the E. and W. center line of said NE1/4, leaving said UGB, S. 89°40' E., approximately 1,320 ft. to |
AP 175 {AP 11} | the N1/16 cor. of said sec. 7, and sec. 8; thence on the line between said secs., northerly, approximately 20 ft. to |
AP 176 {AP 10} | at intersection with the southeasterly line of the BPA Bonneville-The Dalles Transmission Line easement; thence on said southeasterly line, N. 57°09' E., approximately 2,483 ft. to |
AP 177 {AP 9} | at intersection with the line between secs. 5 and 8, rejoining said UGB; thence on said line and said boundaries, N. 89°36'59" E., approximately 510 ft. to |
AP 178 {AP 8} | the 1/4 cor. of said secs., as shown in C.S. No. 93070, records of Hood River County, Oregon; thence on the N. and S. center line of said sec. 5, leaving said UGB, N. 00°00'48" E. a distance of 329.46 ft. to |
AP 179 {AP 7} | the NW cor. of the S1/2 SW1/4 SW1/4 SE1/4 of said sec., established in said C.S.; thence on the E. and W. center line of the SW1/4 SW1/4 SE1/4 of said sec., N. 89°36'14" E. a distance of 654.19 ft. to |
AP 180 {AP 6} | the NE cor. of said S1/2 SW1/4 SW1/4 SE1/4, as shown in said C.S.; thence on the N. and S. center line of the SW1/4 SE1/4 of said sec., S. 00°01'21" E. a distance of 329.21 ft. to ft |
AP 181 {AP 5} | the SE cor. of the W1/2 SW1/4 SE1/4 of said sec., as shown in said C.S., rejoining said UGB; thence on the line between said secs. 5 and 8, easterly, approximately 654.4 ft. to |
AP 182 {AP 4} | the E1/16 cor. of said secs.; thence on the N. and S. center line of the SE1/4 of said sec. 5, leaving said UGB, N. 00°03'30" W., approximately 1,080 ft. to |
AP 183 {AP 3} | at intersection with the southerly line of the BPA Bonneville-The Dalles Transmission Line easement; thence on said easement line, N. 58°40' E., approximately 1,530 ft. to |
AP 184 {AP 2} | at intersection with the line between secs. 4 and 5, thence on said line, rejoining said UGB, N. 01°25'36" E., approximately 3,315 ft. to |
AP 185 {AP 1B} | at intersection with the northerly extremity of Government Rock Road at BNPE, identical with the left bank of the Columbia River at BNPE, from which the cor. of said secs. 4 and 5, and secs. 32 and 33, T. 03 N., R. 08 E., as shown in C.S. 99018, records of Hood River County, Oregon, bears N. 01°25'36" E., approximately 27.03 ft.; thence leaving aforementioned UA Boundary and UGB, along said left bank at BNPE, easterly, 73,550 ft. to T. 03 N., R. 08 E. T. 03 N., R. 09 E. T. 03 N., R. 10 E. |
AP 1 | the Point of Beginning |
T. 01 N., R. 04 E. | |
AP 1 | Beginning at the point of intersection of the left bank of the Columbia River at Mean Low Water (MLW), the waterward limit of the sand or mud beach or foreshore as depicted in the United States Geological Survey, Camas, Wash. - Oreg. and Washougal, Wash. - Oreg., 1961, photorevised 1970 and 1975, with the line between lots 1 and 2 of sec. 27; Latitude 45°32'31.7" N. Longitude 122°17'45.4" W. thence on said line, South, approximately 1,200 ft. to |
AP 2 | the north line of the tract of land described in Instrument No. 2005-218219, records of Multnomah County, Oregon, and the easterly extension thereof; thence on said line, N. 88°39'40" E., approximately 1,317 ft. to |
AP 3 | at intersection with the line between secs. 26 and 27; thence on said line, South, approximately 800 ft. to |
AP 4 | at intersection with the center line of Chamberlain Road; thence on said center line, westerly and southerly, approximately 9,340 ft. to |
AP 5 | at intersection with the line between secs. 28 and 33; thence on said line, West, approximately 1,600 ft. to |
AP 6 | the cor. of secs. 28, 29, 32, and 33; thence on the line between said secs. 29 and 32, West, approximately 5,287 ft. to |
AP 7 | the cor. of secs. 29, 30, 31, and 32; thence on the line between said secs. 29 and 30, North, approximately 1,320 ft. to |
AP 8 | the S1/16 cor. between said secs.; thence on the E. and W. center line of the S1/2 of said sec. 30, N. 89°57'15" W., approximately, 5,283 ft. to |
AP 9 | the S1/16 cor. between said sec. 30 and sec. 25, T. 01 N., R. 03 E.; T. 01 N., R. 03 E., thence on the E. and W. center line of the SE1/4 of said sec. 25, West, approximately 850 ft. to |
AP 10 (AP 716) | at intersection with the left bank of the Sandy River at Ordinary High Water Mark (OHWM), identical with AP 716 of the Exterior Legal Boundary Description; thence along said left bank at OHWM and the northerly extension thereof, along said Exterior Boundary, northerly, approximately 17,510 ft. to |
AP 11 (AP 717) | at intersection with the left bank of the Columbia River at MLW; thence along said left bank at MLW, easterly, approximately 1,000 ft. to |
AP 12 (AP 718) | at intersection with a line perpendicular to the Oregon-Washington State Line at River Mile 0 of the Sandy River; thence leaving said Exterior Boundary, continuing on said left bank at intersection with MLW, easterly, approximately 34,000 ft. to |
AP 1 | the Point of Beginning |
T. 02 N., R. 12 E. | |
AP 1 (AP 489) | Beginning at the 1/4 cor. of secs. 13 and 14, identical with AP 489 of the Exterior Legal Boundary Description; Latitude 45°39'24.3" N. Longitude 121°16'25.1" W. thence on the line between said secs., on said Exterior Boundary, North, approximately 2,640 ft. to |
AP 2 (AP 490) | the cor. of secs. 11, 12, 13, and 14; thence on the line between said secs. 11 and 14, N. 89°46' W., approximately 5,244 ft. to |
AP 3 (AP 491) | the cor. of secs. 10, 11, 14, and 15; thence on the line between said secs. 10 and 15, N 89°30' W., approximately 5,264 ft. to |
AP 4 (AP 492) | the cor. of secs. 9, 10, 15, and 16; thence leaving said Exterior Boundary, on the line between said secs. 9 and 10, North, approximately 5,280 ft. to |
AP 5 | the cor. of secs. 3, 4, 9, and 10; thence on the line between said secs. 4 and 9, West, approximately 5,280 ft. to |
AP 6 | the cor. of secs. 4, 5, 8, and 9; thence on the line between said secs. 5 and 8, West, approximately 3,960 ft. to |
AP 7 | the W1/16 cor. between said secs.; thence on the N. and S. center line of the SW1/4 of said sec. 5, North, approximately 2,640 ft. to |
AP 8 | the W1/16 cor. of said sec.; thence on the E. and W. center line of said sec., West, approximately 1,320 ft. to |
AP 9 | the 1/4 cor. of secs. 5 and sec. 6; thence on the line between said secs., North, approximately 2,640 ft. to |
AP 10 | the cor. of said secs. 5 and 6 and secs. 31 and 32, T. 3 N., R. 12 E.; thence on the line between said secs. 6 and 31, West, approximately 2,555 ft. to |
AP 11 | at intersection with the east line of the Richard Marshal Donation Land Claim (DLC) No. 39; thence on said DLC line and northerly extension thereof, North, approximately 2,645 ft. to T. 03 N., R. 12 E., |
AP 12 | at intersection with the left bank of the Columbia River at Bonneville Normal Pool Elevation 72 ft., National Geodetic Vertical Datum of 1929 (NGVD 1929) (BNPE) (See Footnote 1); thence along said left bank at BNPE, and southeasterly extension thereof, crossing the mouth of Salisbury Slough, easterly, approximately 26,000 ft. to T. 02 N., R. 12 E., |
AP 13 | at intersection with the line between Lots 9 and 10, Map of Rowena, Slide No. A-005, records of Wasco County, Oregon; thence on the line between said lots and continuing on the line between lots 5, 6, 7, and 8; and lots 11, 12, and 13; South, approximately, 1,730 ft. to |
AP 14 | at intersection with the southerly right-of-way line of Interstate 84; thence on said right-of-way line, northwesterly, approximately 2,130 ft. to |
AP 15 | at intersection with the N. and S. center line of the NW1/4 of sec. 11; thence on said line, South, approximately 1,265 ft. to |
AP 16 | the NW1/16 cor. of said sec.; thence on the E. and W. center line of said NW1/4, East, approximately 470 ft. to |
AP 17 | at intersection with the west line of the George R. Snipes DLC, No. 37; thence on said west line, South, approximately 195 ft. to |
AP 18 | the SW cor. of said DLC, identical with the SW cor. of Lot 6, said Map of Rowena; thence on the south line of said DLC, identical with the south line of said Lot, East, approximately 1,320 ft. to |
AP 19 | the SE cor. of said Lot 6; thence on the east line thereof, N. 0°35'08" E., approximately 130 ft. to |
AP 20 | the SW cor. of that tract of land described in Statutory Warranty Deed 2013-000006, records of Wasco County; thence on the south line of said tract and easterly extension thereof, as shown on C.S. Book 7, Page 47, records of Wasco County, Oregon, S. 89°31'37" E. a distance of 834.65 ft. to |
AP 21 | at intersection with the line between Lots 13 and 14, said Map of Rowena, identical with the N. and S. center line of the NE1/4 of sec. 11; thence on said line, S. 00°35'08" W., approximately 70 ft. to |
AP 22 | the SW cor. of said Lot 14; thence on the southerly line and southeasterly extension thereof, S. 69°50'17" E. a distance of 1,145.87 ft. to |
AP 23 | at intersection with the westerly line of Lot 25, said Map of Rowena; thence on said westerly line, S. 20°09'43" W. a distance of 99.95 ft. to |
AP 24 | the SW cor. of said Lot 25; thence on the southerly line thereof, S. 66°45'14" E. a distance of 289.53 ft. to |
AP 25 | at intersection with the line between secs. 11 and 12; thence on said line, South, a distance of 582.38 ft. to |
AP 26 | the 1/4 cor. of said secs.; thence on the south line of that tract of land described in Deed Book 134 Page 560, records of Wasco County, Oregon, East, approximately 660 ft. to |
AP 27 | the westerly NW cor. of Parcel 3, Partition Plat 92-0031, records of Wasco County, Oregon, thence South, approximately 900 ft. to |
AP 28 | the SW cor. of said Parcel 3; thence on the south line thereof, East, approximately 604.12 ft. to |
AP 29 | the SE cor. of said Parcel 3, identical with the west line of that tract of land described in Statutory Warranty Deed 2015-003649, records of Wasco County, Oregon; thence on said west line, South, approximately 445 ft. to |
AP 30 | the SW cor. of said tract; thence S. 72°00'00" E. a distance of 479.84 ft. to |
AP 31 | an interior cor. in the west line of Adjusted Parcel 2, Property Line Adjustment Plat 2013-0003, records of Wasco County, Oregon; thence on said west line, South, a distance of 110.10 ft. to |
AP 32 | the SW cor. of said Parcel 2; thence on the south line of said Parcel 2 and easterly extension thereof, S. 89°52'13" E., approximately 2,870 ft. to |
AP 33 | at intersection with the line between Lots 73 and 74, said Map of Rowena, from which the South cor. of said Lots bears South 1,035.54 ft.; thence on said line, North, approximately 86 ft. to |
AP 34 | at intersection with the westerly extension of the south line of the Josiah Marsh DLC No. 42; thence on said westerly extension, East, approximately of 660 ft. to |
AP 35 | the westerly SW cor. of said DLC; T. 02 N., R. 13 E., thence on the south line thereof, East, approximately 3,960 ft. to |
AP 36 | at intersection with the line between Lots 60 and 63; thence on said line and the line between Lots 61 and 62, said Map of Rowena, North, approximately 830 ft. to |
AP 37 | at intersection with the left bank of the Columbia River at BNPE; thence along said left bank at BNPE, easterly, approximately 3,950 ft. to |
AP 38 | at intersection with the east line of the aforementioned Marsh DLC; thence South, approximately 800 ft. to |
AP 39 | the SE cor. of said DLC; thence S. 24°50' W. a distance of 1,805 ft. to |
AP 40 | thence S. 05°03' E., approximately 955 ft. to |
AP 41 | at intersection with the E. and W. center line of sec. 17; thence on said center line, West, approximately 1,565 ft. to |
AP 42 | the 1/4 cor. of sec. 17 and sec. 18; thence on the E. and W. center line of said sec. 18, West, approximately 5,280 ft. to |
AP 43 | the 1/4 cor. of said sec. 18 and sec. 13, T. 02 N., R. 12 E.; thence on the E. and W. center line of said sec. 13, West, approximately 4,205 ft. to T. 02 N., R. 12 E., |
AP 44 (AP 488) | at intersection with the thread of an unnamed ravine, identical with AP 488 of the Exterior Legal Boundary Description; thence continuing on said E. and W. center line, on said Exterior Boundary, West, approximately 1,075 ft. to |
AP 1 (AP 489) | the Point of Beginning |
also including that portion of Lots 41, 43, 45, 48, 49, and Lots 52, 53, 56, 57, 58, and 61, T. 02 N., R. 13 E., said Map of Rowena, lying northerly of the northerly right-of-way line of the Union Pacific Railroad and above BNPE on the left bank of the Columbia River. |
T. 03 N., R. 08 E. | |
AP 1 (AP 81B) and {AP 2} | Beginning at the intersection of the line between secs. 8 and 17 with the 560-ft contour line, National Geodetic Vertical Datum (NGVD) 1929, identical with AP 81B of the Exterior Legal Boundary Description and AP 2 of the Carson Urban Area (UA) Legal Boundary Description; Latitude 45°45'17.5" N. Longitude 121°49'39.3" W. thence leaving said UA Boundary, on the line between said secs. 8 and 17, on said Exterior Boundary, S. 88°24' E., approximately 469 ft. to |
AP 2 (AP 82A) | the S1/4 cor. of said sec. 8; thence continuing on the line between said secs. 8 and 17, S. 87°02' E., approximately 2,928 ft. to |
AP 3 (AP 82B) | the SE cor. of said sec. 8; thence on the east line of said sec. 8, northerly, approximately 4,871 ft. to |
AP 4 (AP 83) | the cor. of secs. 5 and 8; thence on the east line of said sec. 5, N. 00°14' W., approximately 600 ft. to |
AP 5 (AP 84) | at intersection with the crest of a ridge line; thence ascending along said ridge line, easterly, approximately 1,700 ft. to |
AP 6 (AP 85) | the summit of a minor peak; thence continuing along said ridge line, easterly, approximately 1,735 ft. to |
AP 7 (AP 86) | the summit of a minor peak; thence continuing along said ridge line, easterly, approximately 1,080 ft. to |
AP 8 (AP 87) | the summit of a minor peak; thence S. 42°38' E., approximately 750 ft. to |
AP 9 (AP 88) | at intersection with the center line of N.F. Road 6808; thence on said center line, easterly, approximately 3,000 ft. to |
AP 10 (AP 89) | at intersection with the center line of N.F. Road 016; thence ascending N. 52°45' E., approximately 830 ft. to |
AP 11 (AP 90) | at intersection with the crest of a ridge line; thence descending along ridge line, easterly, approximately 1,380 ft. to |
AP 12 (AP 91) | a saddle in said ridge line; thence ascending along said ridge line, easterly, 1,435 ft. to |
AP 13 (AP 92) | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 1,070 ft. to |
AP 14 (AP 93) | a saddle in said ridge line; thence ascending along said ridge line, easterly, approximately 610 ft. to |
AP 15 (AP 94) | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 1,000 ft. to |
AP 16 (AP 95) | a saddle in said ridge line; thence ascending along said ridge line, easterly, approximately 1,110 ft. to |
AP 17 (AP 96) | the summit of a minor peak; thence descending along the crest of a ridge line, northeasterly, approximately 930 ft. to |
AP 18 (AP 97) | a saddle in said ridge line; thence ascending along said ridge line, northeasterly, approximately 730 ft. to |
AP 19 (AP 98) | the summit of a minor peak; thence descending along the crest of a ridge line, easterly, approximately 590 ft. to |
AP 20 (AP 99) | a saddle in said ridge line; thence N. 12°24' E., approximately 740 ft. to |
AP 21 (AP 100) | at intersection with the center line of an unnamed primitive road; thence N. 18°49' E., approximately 510 ft. to |
AP 22 (AP 101) | at intersection with the center line of an unnamed primitive road; thence ascending N. 38°36' E., approximately 725 ft. to |
AP 23 (AP 102) | at intersection with the crest of a ridge line; thence ascending along said ridge line, northeasterly, approximately 2,550 ft. to |
AP 24 (AP 103) | the summit of a minor peak; thence descending along the crest of a ridge line, northeasterly, approximately 1,650 ft. to T. 04 N., R. 08 E. |
AP 25 (AP 104) | at intersection with N.F. Road 6808, identical with Triangle Pass; thence ascending along said ridge line, easterly, approximately 1,475 ft. to T. 04 N., R. 09 E. |
AP 26 (AP 105) | the summit of a minor peak; thence along the crest of a ridge line, easterly, approximately 3,090 ft. to |
AP 27 (AP 106) | the summit of a minor peak; thence descend along the crest of a ridge line, southeasterly, approximately 1,375 ft. to |
AP 28 (AP 107) | at intersection with the north line of sec. 6, T. 03 N., R. 09 E.; thence on the north line of said sec. 6, East, approximately 610 ft. to |
AP 29 (AP 108) | the cor. of secs. 5 and 6; thence on the north line of said sec. 5, East, approximately 1,313 ft. to |
AP 30 (AP 109) | the W1/16 cor. on the north line of said sec. 5; thence on the N. and S. center line of the W1/2 of said sec. 5, S. 00°01' E., approximately 5,275 ft. to T. 03 N., R. 09 E. |
AP 31 (AP 110) | the W1/16 cor. between secs. 5 and 8; thence on the line between said secs., West, approximately 1,320 ft. to |
AP 32 (AP 111) | the cor. of secs. 5, 6, 7, and 8; thence on the line between said secs. 7 and 8, S. 00°01' E., approximately 5,280 ft. to |
AP 33 (AP 112) | the cor. of secs. 7, 8, 17, and 18; thence on the line between said secs. 8 and 17, N. 89°43' E., approximately, 775 ft. to |
AP 34 (AP 113) | at intersection with the crest of a ridge line; thence ascending along said ridge line, southeasterly, approximately 440 ft. to |
AP 35 (AP 114) | the summit of Augspurger Mountain; thence along the crest of a ridge easterly and southeasterly, approximately 14,160 ft. to |
AP 36 (AP 115) | the summit of Cook Hill; thence descend along the crest of a ridge line, northeasterly, approximately 1,665 ft. to |
AP 37 (AP 116) | at intersection of the center line of an unnamed primitive road with the thread of an unnamed ravine to the southeast; thence leaving the aforementioned Exterior Boundary, along said thread, southeasterly, approximately 5,380 ft. to |
AP 38 | at intersection with the center line of Cook - Underwood Road; thence along said center line, southerly, approximately 5,920 ft. to |
AP 39 | at intersection with the line between secs. 27 and 34; thence on said line, N. 88°38'53" W. a distance of 2,300 ft. to |
AP 40 | thence South, approximately 1,200 ft. to |
AP 41 | at intersection with the right bank of the Columbia River at Bonneville Normal Pool Elevation 72 ft., National Geodetic Vertical Datum of 1929 (NGVD 1929) (BNPE) (See Footnote 1); thence along said right bank at BNPE, westerly, approximately 29,500 ft. to T. 03 N., R. 08 E. |
AP 42 {AP 13B} | at intersection with the line between AP 13A and AP 14 of the Home Valley UA Legal Boundary Description, or the southerly extension thereof; thence on said line, on said UA Boundary, N. 05° E., approximately 335 ft. to |
AP 43 {AP 13A} | the south most point of the center line of Viewpoint Road; thence easterly, approximately 1,060 ft. to |
AP 44 {AP 12} | at intersection of the line between the NW1/4NE1/4 and lot 3, sec. 35, with the 400-ft. contour line, NGVD 1929; thence along said contour line, northerly, approximately 2,060 ft. to |
AP 45 {AP 11} | at intersection with the center line of Rike Road; thence on said center line, northerly, approximately 510 ft. to |
AP 46A {AP 10} | at intersection with the center line of Wind Mt. Road; thence along said center line, northeasterly, approximately 510 ft. to |
AP 46B {AP 9} | at intersection with the NW cor. of that tract of land described in Doc. No. 2015-160037, records of Skamania Co., WA; thence leaving said UA Boundary, continuing on said center line, northerly, approximately 1,350 ft. to |
AP 47 | at intersection with the center lines of Home Valley Cut-off Road and an unnamed private roadway; thence on the center line of said unnamed roadway, northerly, approximately 180 ft. to |
AP 48 | at intersection with the N. and S center line of sec. 26; thence on said line, northerly, approximately 2,600 ft. to |
AP 49 | the 1/4 cor. of sec. 23 and said sec. 26; thence on the N. and S. center line of said sec. 23, northerly, a distance of 4,500 ft. to |
AP 50 | thence West, approximately 2,000 ft. to |
AP 51 | at intersection with the center line of the natural gas pipeline easement; thence along said center line, southwesterly, approximately 7,980 ft. to |
AP 52 {AP 7} | at intersection with the right bank of the Wind River at Ordinary High Water Mark (OHWM), identical with AP 7 of the Carson UA Boundary; thence along said right bank at OHWM, along said UA Boundary, northerly, approximately 2,330 ft. to |
AP 53 {AP 6} | at intersection with the E. and W. center line of sec. 21; thence on said center line, westerly, approximately 545 ft. to |
AP 54 {AP 5} | at intersection with the 400-ft. contour line, NGVD 1929; thence along said contour, northwesterly, approximately 9,815 ft. to |
AP 55 {AP 4} | at intersection with the crest of a ridge line; thence along said ridge line, southwesterly, approximately 510 ft. to |
AP 56 {AP 3} | at intersection with the 560-ft. contour line BN 1929; thence along said contour line, northwesterly, approximately, 2,110 ft. to |
AP 1 (AP 81B) and {AP 2} | the Point of Beginning |
T. 03 N., R. 08 E. | |
AP 1 (AP 81A) | Beginning at the cor.ner of secs.tions 7, 8, 17, and 18, identical with AP 81A of the Columbia River Gorge National Scenic Area Exterior Legal Boundary Description; Latitude: 45°45'17.6" N., Longitude: 121°50'8.7" W.; thence on the line between said secs.tions 8 and 17, onand identical with said Exterior Boundary, S. 88°29'10" E., approximately 2,120 ft. to |
AP 2 (AP-81B) [AP 1] | at intersection with the 560-ft.foot contour line,(National Geodetic Vertical Datum of 1929 (NGVD 1929N.G.V.D. 29)), identical with AP 81B of said Exterior Legal Boundary Description and AP-1 of the Wind Mountain Special Management Area (SMA) Legal Boundary Description; thence leaving said Exterior Boundary along said 560-ft.foot contour line, on said SMA Boundary, southeasterly, approximately 2,110 ft. to |
AP 3 [AP 56] | at intersection with the crest of a ridge running downhill to the northeast; thence leaving said 560-ft.foot contour line descending along the line of steepest downhill gradient, northeasterly, approximately 510 ft. to |
AP 4 [AP 55] | at intersection with the 400-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 400-ft.foot contour line, southeasterly, approximately 9,815 ft. (See Footnote 3) to |
AP 5 [AP 54] | at intersection with the E. and W. center line of sec.tion 21; thence on said E. and W. center line, easterly, approximately 545 ft. (See Footnote 3) to |
AP 6 [AP 53] | at intersection with the Ordinary High Water Mark (O.H.W.M.OHWM) on the right bank of the Wind River; thence along said O.H.W.M.OHWM downstream, southerly, approximately 2,330 ft. to |
AP 7 [AP 52] | at intersection with the center line of the natural gas pipeline crossing the Wind River; thence leaving said SMA Boundary, and saidO.H.W.M.OHWM crossing the Wind River, southeasterly, approximately 595 ft. to |
AP 8 | at intersection with the line between secs.tions 22 and 27 and the center line of a Wind River boat launch access road (not Indian Cabin Road); thence southerly, approximately 600 ft. to |
AP 9 | at intersection with the line between secs.tions 27 and 28 and center line of the Bonneville Power Administration (B.P.A.BPA) Bonneville-Coulee transmission line easement; thence on said center line, S. 61°30'30" W., approximately 1,395 ft. to |
AP 10 | on said center line; thence continuing on said center line, N. 88°27'45" W., approximately 750 ft. to |
AP 11 | at intersection with the northerly extension of the east line of that tract of land described in Book 162, Page 979, records of Skamania County, Washington; thence leaving said center line on said extension and east line, S. 00°01'11" W., approximately 1,000 ft. to |
AP 12 | at intersection with the easterly extension of the south line of that tract of land described in Auditor's File No. 2006-161403, records of Skamania County, Washington; thence on said extension and south line, N. 89°50'14" W., approximately 500 ft. to |
AP 13 | at intersection with the center line of the B.P.A.BPA Carson Tap B.P.A.BPA transmission line easement; thence on said center line, S. 00°09'50" W., approximately 519.2 ft. to |
AP 14 | thence continuing on said center line, N. 89°44'30" W., approximately 2,886.7 ft. to |
AP 15 | thence continuing on said center line, N. 80°12'30" W., approximately 1,116 ft. to |
AP 16 | thence continuing on said center line, N. 37°54'10" W., approximately 392.9 ft. to |
AP 17 | at intersection with the center line of the Wind River Road; thence on said center line, southwesterly, approximately 1,505 ft. to |
AP 18 | at intersection with the N. and S. center line of sec.tion 29; thence on said N. and S. center line, N. 00°59'45" E., approximately 2,035 ft. to |
AP 19 | at intersection with the crest of a ridge line; thence leaving said N. and S. center line ascending along the line of steepest uphill gradient, northwesterly, approximately 960 ft. to |
AP 20 | at intersection with the 800-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 800-ft.foot contour line, northerly, approximately 7,715 ft. to |
AP 21 | at intersection with the line between secs.tions 19 and 20; thence on said line between secs.tions 19 and 20, N. 01°30'19" E., approximately 275 ft. to |
AP 22 | the cor.ner of secs.tions 17, 18, 19, and 20; thence on the line between secs.tions 17 and 18, N. 01°29'54" E. a distance of 2,616.63 ft. to |
AP 23 | the 1/4 cor.ner of secs.tions 17 and 18; thence continuing on the line between secs.tions 17 and 18, N. 00°57'51" E. a distance of 2,643.38 ft. to |
AP 1 (AP 81A) | the cor.ner of secs.tions 7, 8, 17, and 18 and Point of Beginning,.identical with the aforementioned Exterior Legal Boundary Description. |
T. 02 N., R. 08 E. | |
AP 1A | Beginning at the cor.ner of secs.tions 4 and 5, T. 02 N., R. 08 E. and secs.tions 32 and 33, T. 03 N., R. 08 E., re-established by Professional Land Surveyor (P.L.S.) No. 2209 in 1992; monumented with an aluminum post and 3-1/2" aluminum cap, as shown in County Survey (C.S.CS) No. 93070, records of Hood River County, Oregon; Latitude 45°41'27.5" N. Longitude 121°50'24.4" W. thence on the line between said secs.tions 4 and 5, identical with United States Forest Service (USFS) Map 8, Act Map 3, and the Cascade Locks Urban Growth Boundary (C.L.CL UGB), S. 00°10' W.S. 01°25'36" W., approximately 3,35027.03 ft. to |
AP 1B [AP 185] | at intersection with the northerly extremity of Government Rock Road at Bonneville Normal Pool Elevation 72 ft., National Geodetic Vertical Datum of 1929 (BNPE) (See Footnote 1), identical with the left bank of the Columbia River at BNPE, identical with AP 185 of the Gates of the Columbia River, Oregon Falls Special Management Area (SMA) Legal Boundary Description; thence leaving said left bank at BNPE, on said SMA Boundary, continuing on said sec. line, S. 01°25'36" W., approximately 3,315 ft. to |
AP 2 [AP 184] | at intersection with the southerly line of the Bonneville Power Administration (BPA) Bonneville-The Dalles Transmission Line easement, thence on said easement line, leaving the C.L.CL UGB, S. 58°40' W., approximately 1,530 ft. to |
AP 3 [AP 183] | at intersection with the N. and S. center line of the SE1/4 of said sec.tion 5 (See Footnote 12); thence on said N. and S. center line, S. 00°03'30" E., approximately 1,080 ft. to |
AP 4 [AP 182] | the E1/16 cor.ner of secs.tions 5 and 8; thence on the line between secs.tions 5 and 8, S. 89°34'58" W. a distance of 654.4 ft. to |
AP 5 [AP 181] | the SE cor.ner of the W1/2 SW1/4 SE1/4 of sec.tion 5, established by PLS 2209 in 1992, as shown in C.S.CS No. 93070, records of Hood River County, Oregon; monumented with an aluminum post and 3-1/4" aluminum cap; thence on the N. and S. center line of the SW1/4 SE1/4 of sec.tion 5, N. 00°01'21" W. a distance of 329.21 ft. to |
AP 6 [AP 180] | the NE cor.ner of the S1/2 SW1/4 SW1/4 SE1/4 of sec.tion 5, established in said C.S.CS No. 93070; monumented with an aluminum post and 3-1/4" aluminum cap; thence on the E. and W. center line of the SW1/4 SW1/4 SE1/4 of sec.tion 5, S. 89°36'14" W. a distance of 654.19 ft. to |
AP 7 [AP 179] | the NW cor.ner of said S1/2 SW1/4 SW1/4 SE1/4 of sec.tion 5, established in said C.S.CS No. 93070; monumented with an aluminum post and 3-1/4" aluminum cap; thence on the N. and S. center line of sec.tion 5, S. 00°00'14" W. a distance of 329.46 ft. to |
AP 8 [AP 178] | the 1/4 cor.ner of secs.tions 5 and 8, perpetuated by United States Department of Agriculture (U.S.D.A.) in 1987, as shown in said C.S.CS No. 93070; monumented with an iron post and 3-1/4" brass cap; thence on the line between secs.tions 5 and 8, S. 89°36'59" W., approximately 510 ft. to |
AP 9 [AP 177] | at intersection with the southeasterly line of the BPA Bonneville-The Dalles Transmission Line easement, identical with USFS Map 8 and Act Map 3; thence on said southeasterly easement line, identical with USFS Map 8, S. 57°09' W., approximately 2483 ft. to |
AP 10 [AP 176] | at intersection with the line between secs.tions 7 and 8 (See Footnote 2); thence on the line between secs.tions 7 and 8, southerly, approximately 20 ft. to |
AP 11 [AP 175] | the N1/16 cor.ner of secs.tions 7 and 8 thence on the E. and W. center line of the NE1/4 of sec.tion 7, joining the C.L.CL UGB, N. 89°40' W., approximately 1,320 ft. to |
AP 12 [AP 174] | the NE1/16 cor.ner of sec.tion 7; thence on the N. and S. center line of the NE1/4 of sec.tion 7, S. 00°27' E., approximately 1,320 ft. to |
AP 13 [AP 173] | the center E1/16 cor.ner of sec.tion 7; thence on the E. and W. center line of sec.tion 7, S. 89°01' W., approximately 2,640 ft. to |
AP 14 [AP 172] | the northerly cor.ner of lot 1 and an unnumbered lot (NW1/4 SW1/4) of sec.tion 7; thence on the line between said lots, S. 00°12' W., approximately 1,320 ft. to |
AP 15 [AP 171] | the cor.ner of lots 1, 2, an unnumbered lot (NW1/4 SW1/4), and an unnumbered lot (SW1/4 SW1/4) of sec.tion 7; thence on the line between said unnumbered lots, S. 88°11' W., approximately 1,320 ft. to |
AP 16 [AP 170] | the S1/16 cor.ner of sec.tion 7, T. 02 N., R. 08 E. and sec.tion 12, T. 02 N., R. 07 E.; thence on the line between said secs.tions 7 and 12, S. 01°06'04" E. a distance of 1,320.60 ft. to |
T. 02 N., R. 07 E. | |
AP 17 [AP 169] | the cor.ner of secs.tions 7 and 18, T. 02 N., R. 08 E., and secs.tions 12 and 13, T. 02 N., R. 07 E.; thence on the line between secs.tions 12 and 13, S. 88°22' W. a distance of 2,618.7 ft. to |
AP 18 [AP 168] | the 1/4 cor.ner of secs.tions 12 and 13, as shown in C.S.CS No. 96015, records of Hood River County, Oregon; monumented with an iron post and brass cap; thence on the N. and S. center line of sec.tion 13 (See Footnote 2), S. 00°08'26" E. a distance of 1,313.2 ft. to |
AP 19 [AP 167] | the N1/16 cor.ner of sec.tion 13, as shown in C.S.CS No. 2006-082, records of Hood River County, Oregon; monumented with an iron post and 3-in. brass cap; thence on the E. and W. center line of the NE1/4 of sec.tion 13 (See Footnote 3), S. 89°32'14" W. a distance of 220.26 ft. to |
AP 20 [AP 166] | the northwesterly cor.ner of that property described in Warranty Deed No. 661324, and shown in C.S.CS No. 98030, records of Hood River County, Oregon; monumented with a 5/8" iron rod with plastic cap; thence on the westerly line of said property, S. 00°08'18" E. a distance of 199.98 ft. to |
AP 21 [AP 165] | the southwesterly cor.ner of said property, as shown in C.S.CS No. 98030, records of Hood River County, Oregon; monumented with a 5/8" iron rod with plastic cap; thence on the northerly line of that property described in Warranty Deed No. 701515, records of Hood River County, Oregon, S. 89°32'14" W. a distance of 435.55 ft. to |
AP 22 [AP 164] | the northwesterly cor.ner of said property, as shown in C.S.CS No. 98030, records of Hood River County, Oregon; monumented with a 5/8" iron rod with plastic cap; thence on the N. and S. center line of the SE1/4 NW1/4 of sec.tion 13, identical with the westerly line of said property, S. 00°08'37" E. a distance of 455.05 ft. to |
AP 23 [AP 163] | the southwesterly cor.ner of said property, as shown in the aforementioned C.S.CS No. 2006-082; monumented with a 5/8" iron rod with yellow plastic cap; thence on the E. and W. center line of the SE1/4 NW1/4 of sec.tion 13, S. 89°36'59" W. a distance of 655.65 ft. to |
AP 24 [AP 162] | the northwesterly cor.ner of the property described in Warranty Deed Book 72 Page 26, records of Hood River County, Oregon, as shown in said C.S.CS 2006-082; monumented with a 5/8" iron rod with yellow plastic cap; thence on the N. and S. center line of the NW1/4 of sec.tion 13, N. 00°10'32" W. a distance of 654.21 ft. to |
AP 25 [AP 161] | the NW1/16 cor.ner of sec.tion 13, as shown in said C.S..CS No. 2006-082; monumented with an iron post and 3" brass cap; thence on the E. and W. center line of the NW1/4 of sec.tion 13, S. 89°00' W., approximately 1,230 ft. to |
AP 26 [AP 160] | at intersection with the left bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.), elevation 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29)BNPE; thence leaving the aforementioned SMA Boundary along the left bank at B.N.P.E.BNPE, northeasterly, approximately 2,750 ft. to |
AP 27 | at intersection with the southwesterly line of that property conveyed to the Port of Cascade Locks described in Deed Book 52 Page 551, as shown in C.S.CS No. 2008-065, records of Hood River County, Oregon; thence on a line across the water, N. 45°45' W., approximately 340 ft. to |
AP 28 | at intersection with the southwesterly most extremity of Thunder Island at B.N.P.E.BNPE; thence along the northwesterly shore of Thunder Island at B.N.P.E.BNPE, northeasterly, approximately 1,420 ft. to |
AP 29 | from which the northwesterly cor.ner of Thunder Island bears northeasterly, approximately 720 ft.; thence on a line across the water, westerly from a small island and group of rock outcroppings, N. 45° W., approximately 435 ft. to |
AP 30 | at intersection with the meander line of lot 4, from which the north most northwesterly meander cor.ner of lot 4 bears N. 46°00' E., approximately 367 ft.; thence on said meander line, N. 46°00' E. approximately 367 ft. to |
AP 31 | said north most northwesterly meander cor.ner of lot 4; thence on a line across the water, S. 45° E., approximately 390 ft. to |
AP 32 | at intersection with the northwesterly shore of Thunder Island, at B.N.P.E.BNPE; thence along said northwesterly shore at B.N.P.E.BNPE, northeasterly, approximately 340 ft. to |
AP 33 | at the northwesterly cor.ner of Thunder Island at B.N.P.E.BNPE; thence along the northerly shore of Thunder Island at B.N.P.E.BNPE, S. 84° E., approximately 85 ft. to |
AP 34 | the northeasterly cor.ner of Thunder Island at B.N.P.E.BNPE; thence on a line across the water, N. 60° E., approximately 960 ft. to |
AP 35 | at intersection with the northerly most extremity of the eastern peninsula of the Port of Cascade Locks Marina, at B.N.P.E.BNPE; thence along the left bank of the Columbia River at B.N.P.E.BNPE, easterly, approximately 7,100 ft. to |
T. 02 N., R. 08 E. | |
AP 36 | at intersection with the northerly extension of the line between lots 2 and 3 of sec.tion 6, T. 02 N., R. 08 E.; thence on a line across the water, N. 53° E., approximately 1,890 ft. to |
AP 37 | the northwesterly most extremity of the northerly spit in lot 1, sec.tion 6, at B.N.P.E.BNPE; thence along the northerly shore of the spit and peninsula, at B.N.P.E.BNPE; in secs.tions 6 and 5, northeasterly, approximately 3,200 ft. to |
AP 38 | the northerly most extremity of said peninsula at B.N.P.E.BNPE; thence on a line across the water, N. 45° E., approximately 1,080 ft. to |
AP 39 | at intersection with the north most northwesterly cor.ner of the peninsula in lot 1, sec.tion 5, at B.N.P.E.BNPE; thence along the northerly shore of said peninsula at B.N.P.E.BNPE, easterly, a distance of 275 ft. to |
AP 40 | the north most northeasterly cor.ner of said peninsula; thence on a line across the water, N. 62° E., approximately 440 ft. to |
AP 41 | at intersection with the westerly shore of Quarry Island, at B.N.P.E.BNPE; thence along the westerly and northerly shores of Quarry Island, including the spit at the northwesterly point, at B.N.P.E.BNPE northwesterly and easterly approximately 3,420 ft. to |
T. 03 N., R. 08 E. | |
AP 42 | at intersection with the line between sec.tions 32, T. 03 N., R. 08 E. and sec.tion 5, T. 02 N., R. 08 E., as shown in C.S.CS No. 99018, records of Hood River County, Oregon; thence on said line between secs.tions 32 and 5, S. 89°35' E. approximately 20 ft. to |
AP 1 | the Point of Beginning |
T. 02 N., R. 13 E. | |
AP 1 | Beginning at the cor.ner of secs.tions 13, 14, 23, and 24, monumented with an iron post with a brass cap on top in a mound of stones perpetuated by the U.S. Army Corps of Engineers; Latitude: 45°39'03.0" N., Longitude: 121°08'07.5" W.; thence on the line between secs.tions 23 and 24, S. 01°00'14" W., approximately 265 ft. to |
AP 2 | at intersection with the center line of Washington State Route 14; thence on said center line, easterly, approximately 2,957 ft. to |
AP 3 | at intersection with center line of Horse Thief Lake State Park access road; thence on said access road center line, southeasterly, approximately 1,329 ft. (See Footnote 1) to |
AP 4 | at intersection with a line 1,100 ft. westerly of when measured perpendicular thereto from the line between T. 02 N., Rs. 13 and 14 E.; thence on a line parallel with and 1,100 ft. distant westerly from said line, southerly, approximately 8,641 ft. to |
AP 5 | at intersection with the Washington-Oregon state line; thence on said state line more specifically described by the following courses: S. 48°47' W., approximately 250 ft. to |
AP 6 | thence S. 21°46' E., approximately 1,950 ft. to |
AP 7 | thence S. 59°42' W., approximately 1,545 ft. to |
AP 8 | thence S. 46°19' W. a distance of 2,925 ft. to |
AP 9 | thence leaving said state line, N. 51°55' W. a distance of 889 ft. (See Footnote 2) to |
AP 10 | thence S. 89°47' W., approximately 1,540 ft. to |
AP 11 | at intersection with aforementioned state line; thence on said state line, S. 46°27' W., approximately 445 ft. to |
AP 12 | at intersection with the center line of U.S. Highway 197; thence on said center line, northwesterly, approximately 790 ft. to |
AP 13 | at intersection with the right bank of the Columbia River at Bonneville Pool Normal Pool Elevation (B.N.P.E.), 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29)(BNPE) (See Footnote 3); thence along said right bank at B.N.P.E.BNPE, southwesterly, approximately 990 ft. to |
AP 14 | said point being South of the intersection of the west right-of-way line of aforementioned U.S. Highway 197 and the center line of Dallesport County Road; thence South, approximately 1,815 ft. to |
AP 15 | at intersection with said west right-of-way line of U.S. Highway 197 and center line of Dallesport County Road; thence on said center line, westerly, approximately 8,345 ft. to |
AP 16 | at intersection with the center line of Old Ferry County Road; thence on said center line of Old Ferry County Road, southwesterly, approximately 1,620 ft. to |
AP 17 | at intersection with the line between secs.tions 33 and 34; thence on the line between said secs.tions 33 and 34, southerly, approximately 545 ft. to |
AP 18 | at intersection with the aforementioned right bank of the Columbia River at B.N.P.E.BNPE; thence along said right bank at B.N.P.E.BNPE, northwesterly a distance of 1,817 ft. to |
AP 19 | thence leaving said right bank N. 30° E., approximately 710 ft. to |
AP 20 | at intersection with the center line of the Burlington Northern Santa Fe Railroad right-of-way at a point 1,241 ft. northwesterly on said center line from the intersection with the center line of aforementioned Old Ferry County Road; thence on said railroad center line, northerly, approximately 14,965 ft. to |
AP 21 | at intersection with the center line of the Bonneville Power Administration (B.P.A.BPA) The Dalles - Goldendale transmission line easement; thence on said center line, northeasterly, approximately 645 ft. to |
AP 22 | thence leaving said center line, N. 08°50'55" W. a distance of 2,235.12 ft., as shown on Amendment to Short Plat No. SP-97-35, recorded at Auditor's File No. (A.F.N.AFN) 1024369, records of Klickitat County, Washington, (See Footnote 4) to |
AP 23 | at intersection with the center line of a private farm access road and monumented with a 5/8" x 30" iron rod with 2-1/2" aluminum cap set in said Amendment to Short Plat No. SP-97-35 See Footnote 5); thence on said center line more specifically described by the following courses: N. 16°04'54" E. a distance of 99.66 ft. to |
AP 24 | thence N. 01°46'25" E. a distance of 105.56 ft. to |
AP 25 | thence N. 27°36'50" W. a distance of 55.45 ft. to |
AP 26 | thence N. 12°23'07" W. a distance of 106.19 ft. to |
AP 27 | thence N. 15°43'12" W. a distance of 79.56 ft. to |
AP 28 | thence N. 06°25'57" E. a distance of 89.91 ft. to |
AP 29 | thence N. 04°33'26" W. a distance of 92.07 ft. to |
AP 30 | thence N. 13°35'39" W. a distance of 85.32 ft. to |
AP 31 | thence N. 00°50'25" W. a distance of 111.96 ft. to |
AP 32 | at intersection with the south most cor.ner of Lot 1, Boundary Line Adjustment BLA 2012-04, recorded at A.F.N.AFN 1101083, records of Klickitat County, Washington, and monumented with a 5/8" x 30" iron rod (See Footnote 6); thence on the line between Lots 1 and 2, said BLA 2012-04, more specifically described by the following courses: N. 55°55'00" E. a distance of 200.12 ft. to |
AP 33 | at intersection with the southwesterly right-of-way line of Elm Street monumented with a 5/8" x 30" iron rod; thence on said right-of-way line, N. 34°05'00" W. a distance of 60.00 ft. to |
AP 34 | at intersection with the northwesterly right-of-way line of Mt. Hood Street identical with the line between said Lot 1 and Lot 2, BLA 2012-04 monumented with a 5/8" x 30" iron rod; thence on the line between said Lots 1 and 2 more specifically described by the following courses: N. 38°46'27" W. a distance of 89.77 ft. to |
AP 35 | a 5/8" x 24" iron rod; thence N. 85°00'28" W. a distance of 44.94 ft. to |
AP 36 | a 5/8" x 24" iron rod; thence N. 04°59'31" E. a distance of 333.47 ft. to |
AP 37 | at intersection with the E. and W. center line of sec.tion 16 and monumented with a 5/8" x 24" iron rod; thence on said E. and W. center line, S. 88°44'04" E., approximately 997 ft. to |
AP 38 | at intersection with an existing fence (See Footnote 7); thence on said fence, N. 07°23'17" E., approximately 733.73 ft. to |
AP 39 | at intersection with an angle point in said fence and monumented with a 5/8" x 30" iron rod with yellow plastic cap inscribed "B BESEDA PLS 35092" as shown in survey recorded at A.F.N.AFN 1115674, records of Klickitat County, Washington; thence leaving said fence, S. 43°14'51" E. a distance of 2,135.26 ft. to |
AP 40 | a 5/8" x 30" iron rod with yellow plastic cap inscribed "B BESEDA PLS 35092" as set in said A.F.N.AFN 1115674; thence S. 76°35'58" E. a distance of 1,112.42 ft. to |
AP 41 | at intersection with the center line of the Schreiner Farms paved access road; thence on said center line, southerly, approximately 1,630 ft. to |
AP 42 | at intersection with the line between secs.tions 16 and 21; thence on the line between secs.tions 16 and 21, S. 88°48'27" E., approximately 710 ft. to |
AP 43 | the cor.ner of secs.tions 15, 16, 21, and 22 perpetuated with a 5/8" x 30" iron rod with 1-1/2" aluminum cap inscribed "PLS 15673" (See Footnote 8); thence on the line between secs.tions 15 and 22, S. 88°54'24" E. a distance of 2,664.97 ft. to |
AP 44 | the 1/4 cor.ner of secs.tions 15 and 22 perpetuated with an axle in a mound of stones; thence continuing on the line between secs.tions 15 and 22, N. 88°54'27" E. a distance of 2,663.58 ft. to |
AP 45 | the cor.ner of secs.tions 14, 15, 22, and 23 perpetuated with a nail set in the top of a notched stone (See Footnote 9); thence on the line between secs.tions 14 and 23, S. 88°48'37" E. a distance of 2,645.39 ft. to |
AP 46 | the 1/4 cor.ner of secs.tions 14 and 23 and monumented with a stone notched "1/4"; thence continuing on the line between secs.tions 14 and 23, S. 88°21'34" E., approximately 11 ft. to |
AP 47 | at intersection with an existing fence; thence on said fence, northeasterly, approximately 1,825 ft. to |
AP 48 | at intersection with the E. and W. center line of the southeast 1/4 of sec.tion 14; thence on said E. and W. center line, easterly, approximately 1,430 ft. to |
AP 49 | at intersection with the line between secs.tions 13 and 14; thence on the line between secs.tions 13 and 14, southerly, approximately 1,322 ft. to |
AP 1 | the Point of Beginning. |
T. 03 N., R. 08 E. | |
AP 1 | Beginning at the intersection of the center line of Washington State Route 14 and the right bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.) elevation 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29NGVD 1929) (BNPE) (See Footnote 1); Latitude: 45°42'56.8" N., Longitude: 121°47'28.8" W. thence at said B.N.P.E.BNPE easterly and northerly, approximately 2,500 ft. to |
AP 2 | the terminus of said B.N.P.E.BNPE at left bank of the Wind River, identical with beginning of the Ordinary High Water Mark (O.H.W.M.OHWM); thence along said O.H.W.M.OHWM northerly a distance of 1,117 ft. to |
AP 3 | on said left bank (See Footnote 2); thence leaving said left bank, S. 70°E., approximately 635 ft. to |
AP 4 | at intersection with the center lines of Berge and Indian Cabin Roads; thence on the center line of Berge Road, easterly, approximately 1,615 ft. to |
AP 5 | a point on said center line being at the northmost point in a curve deflecting said center line from a northeast to southeast direction; thence leaving said center line, N. 73° E., approximately 410 ft. to |
AP 6 | at intersection with the 480-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence southeasterly, approximately 1,405 ft. to |
AP 7 | at intersection with the east line of the Robins Donation Land Claim (D.L.C.) No. 38, at a point being northerly on said line, a distance of 100 ft. from the center line of Home Valley Cut-off Road; thence on said east line, S. 01°02' W., approximately 1,655 ft. to |
AP 8 | at the northwest cor.ner of that tract of land described in Document No. 2015-160037, records of Skamania County, Washington; thence leaving said east line on the north line of said tract of land and extension thereof, easterly, approximately 2,685 ft. to |
AP 9 [AP 46B] | at intersection with the center line of Wind Mt. Road, identical with AP 46B of the Wind Mountain Special Management Area (SMA) Legal Boundary Description; thence on said center line, on said SMA Boundary southwesterly approximately 510 ft. to |
AP 10 [AP 46A] | at intersection with the center line of Rike Road intersecting the south side of said Wind Mt. Road; thence on the center line of said Rike Road, southeasterly, approximately 510 ft. to |
AP 11 [AP 45] | at intersection with the 400-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 400-ft.foot contour line, southerly, approximately 2,060 ft. to |
AP 12 [AP 44] | at intersection with the line between the NW1/4 of the NE1/4 and Lot 3, sec.tion 35; thence leaving said 400-ft.foot contour, westerly, approximately 1,060 ft. to |
AP 13A [AP 43] AP 13B [AP 42] | the southmost point of the center line of Viewpoint Road; thence S. 05° W., approximately 335 ft. to at intersection with the right bank of the Columbia River at BNPE; thence leaving said SMA Boundary, S. 05° W., approximately 40 ft. to |
AP 14 | at intersection with the southerly right-of-way line of the Burlington Northern/Santa Fe Railroad right-of-way; thence on said southerly right-of-way line, northwesterly, approximately 3,585 ft. to |
AP 15 | at intersection with northwest cor.ner of the U.S.A. Home Valley Park property; thence on the northerly and westerly lines of said property, westerly and southerly a distance of 1,310 ft. to |
AP 16 | a point on said west line; thence leaving said west line, East a distance of 106 ft. to |
AP 17 | thence N. 12°13' E. a distance of 90 ft. (See Footnote 3] to |
AP 18 | thence S. 86°10' E. a distance of 94 ft. to |
AP 19 | thence S. 49°23' E. a distance of 444 ft. to |
AP 20 | thence N. 27°02' E. a distance of 522 ft. to |
AP 21 | thence N. 79°55' E. a distance of 108 ft. to |
AP 22 | thence S. 00°15' E. a distance of 525 ft. to |
AP 23 | thence S. 37°41' E. a distance of 143 ft. to |
AP 24 | thence S. 24°51' W. a distance of 184 ft. to |
AP 25 | thence S. 01°30' E. approximately 239 ft. to |
AP 26 | at intersection with aforementioned B.N.P.E.BNPE; thence along aforementioned right bank of the Columbia River at said B.N.P.E.BNPE, southwesterly, approximately 153 ft. to |
AP 27 | at the easterly side of a small bay; thence crossing the mouth of said small bay, northwesterly, approximately 345 ft. to |
AP 28 | at the south most point on the westerly side of said small bay at said B.N.P.E.BNPE; thence along aforementioned right bank of the Columbia River at said B.N.P.E.BNPE, westerly, approximately 6,260 ft. to |
AP 1 | at intersection with said center line of State Route 14 and Point of Beginning. |
T. 03 N., R. 11 E. | |
AP 1 | Beginning at intersection of the easterly line of the Nathan L. Benson Donation Land Claim (D.L.C.DLC) No. 37 with the left bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.), elevation 7 2 ft., National Geodetic Vertical Datum 1929 (N.G.V.D. 29) (BNPE) (See Footnote 1); Latitude: 45°36'39.6" N., Longitude: 121°07'37.2" E. thence on said easterly line (See Footnote 12), S. 01°11' E., approximately 500 ft. to |
AP 2 | at intersection with the southerly right-of-way line of the Union Pacific Railroad; thence on said southerly right-of-way line, S. 82°18' E., approximately 750 ft. to |
AP 3 | at intersection with the line between lots 1 and 2, sec.tion 30; thence on the line between lots 1 and 2, identical with the Hood River Urban Growth Boundary (H.R. UGB) (See Footnote 2), S. 01°10' E., approximately 467 ft. to |
AP 4 | the southerly cor.ner of said lots 1 and 2; thence on the line between secs.tions 30 and 31, westerly, a distance of 1,063.65 ft. to |
AP 5 | the northwest cor.ner of that property described in Warranty Deed No. 862185, and shown in County Survey (C.S.CS) No. 89106, records of Hood River County, Oregon; thence leaving the line between secs.tions 30 and 31, on the westerly line of said property, S. 01°27' W., approximately 196 ft. to |
AP 6 | at intersection with the northeasterly right-of-way line of the Historic Columbia River Highway; thence on said right-of-way line, northwesterly, approximately 710 ft. to |
AP 7 | the southeast cor.ner of that property described in Warranty Deed Book 46 Page 300, records of Hood River County, Oregon; thence on the southwesterly line of said property, N. 71°29' W., approximately 208 ft. to |
AP 8 | the southerly most southwest cor.ner of said property, on the northeasterly right-of-way line of the aforementioned Historic Highway; thence on said right-of-way line, northwesterly, approximately 100 ft. to |
AP 9 | the northerly most southwest cor.ner of said property; thence on the west line thereof, northerly, approximately 10 ft. to |
AP 10 | the northerly most cor.ner of said property, at intersection with the line between secs.tions 30 and 31; from which the point of intersection of said sec.tion line with the southeasterly right-of-way line of the aforementioned Historic Highway bears N. 89°47'00" W., on said sec.tion line, a distance of 158.03 ft., as shown in C.S.CS No. 83025, records of Hood River County, Oregon; thence N. 26°55' W. a distance of 220.7 ft. to |
AP 11 | a 1/2" iron rod as shown in said C.S.CS No. 83025, at intersection with the northeasterly right-of-way of said Historic Highway; thence on a line radial to the right-of-way curve, southwesterly a distance of 60 ft. to |
AP 12 | at intersection with the southerly right-of-way line of said Historic Highway; thence on said southerly right-of-way line, continuing through the intersection with the Mount Hood Highway 35, westerly, approximately 850 ft. to |
T. 03 N., R. 10 E. | |
AP 13 | at intersection with the easterly terminus of the southerly right-of-way line of realigned United States Highway 30, as shown in Highway Drawings 3B-15-8 and 9B-2-19, records of Oregon Department of Transportation; thence on said southerly right-of-way line, identical with USFS Map 28, across the Hood River, westerly, approximately 600 ft. to |
AP 14 | at intersection with the westerly right-of-way line of the Mount Hood Railroad; thence on said right-of-way line, southerly, approximately 1,660 ft. to |
AP 15 | at intersection with the E. and W. center line of the NE1/4 of sec.tion 36; thence on said center line, S. 89°31'09" W., approximately 1,290 ft. to |
AP 16 | the northwesterly cor.ner of that property shown in C.S.CS No. 892769, records of Hood River County, Oregon; thence on the westerly line and southerly extension thereof, as shown in C.S.CS No. 1995-111, records of Hood River County, Oregon, S. 27°08'08" W., approximately 676 ft. to |
AP 17 | at intersection with the N. and S. center line of sec.tion 36 at the center line terminus of Pine Street; thence on said N. and S. center line of sec.tion 36, southerly, approximately 1,000 ft. to |
AP 18 | at 300 ft. southerly of the C1/4 of sec.tion 36; thence along the top of a ridge overlooking the Hood River, S. 28°52' E., approximately 690 ft. to |
AP 19 | the northeast cor.ner of that property described in Deed No. 800749, records of Hood River County, Oregon, said cor.ner being 300 ft. easterly from the N. and S. center line of sec.tion 36, when measured perpendicular thereto; thence on the westerly line of said property, S. 00°01' E., approximately 1,730 ft. to |
T. 02 N., R. 10 E. | |
AP 20 (AP 588) | at intersection with the line between Tps. 02 and 03 N., identical with AP 588 of the Exterior Legal Boundary Description; thence on said township line, identical with theon saideExterior bBoundary of the Columbia River Gorge National Scenic Area (CRGNSA) (See Footnote 34), N. 89°27'48" W., approximately 4,660 ft. to |
AP 21 (AP 589) | at intersection with the southerly (right) bank of Indian Creek at oOrdinary hHigh wWater Mark (See Footnote 45); thence along said southerly (right) bank, westerly, approximately 3,800 ft. to |
AP 22 (AP 590) | at intersection with the easterly right-of-way line of Indian Creek Road; thence continuing along said southerly (right) bank, S. 48°37' W., approximately 800 ft. to |
AP 23 (AP 591) | at intersection with the line between secs.tions 2 and 3; thence leaving said southery (right) bank on said sec.tion line (See Footnote 56), N. 00°24' W., approximately 1,720 ft. to |
AP 24 (AP 592) | the cor.ner of secs.tions 2 and 3, T. 02 N., R. 10 E., and secs.tions 34 and 35, T. 03 N., R. 10 E., leaving the exterior boundary of the CRGNSA; thence leaving said Exterior Boundary, on the line between secs.tions 34 and 35, N. 00°53' W., approximately 2,628 ft. to |
T. 03 N., R. 10 E. | |
AP 25 | the 1/4 cor.ner of secs.tions 34 and 35; thence on the E. and W. center line of sec.tion 34, S. 88°57'42" W., approximately 2,638 ft. to |
AP 26 | the center 1/4 of said sec.tion 34; thence southerly, approximately 20 ft. to |
AP 27 | at intersection with the easterly extension of the southerly right-of-way line of Post Canyon Road; thence on said southerly right-of-way line and extension thereof, N. 89°43' W., approximately 1,325 ft. to |
AP 28 | at intersection with the N. and S. center line of the NW1/4 of sec.tion 34; thence on said center line, N. 00°35'10" E., approximately 1,960 ft. to |
AP 29 | at intersection with the southerly line of the Davenport Lane easement, as described in Deed Volume G Page 30, and shown in C.S.CS No. 2003-019, records of Hood River County, Oregon; thence on said southerly line (See Footnote 67), N. 89°06'53" W. a distance of 1,327.78 ft. to |
AP 30 | at intersection with the line between secs.tions 33 and 34; thence on said line N. 00°34'52" W. a distance of 660.00 ft. to |
AP 31 | the cor.ner of secs.tions 27, 28, 33, and 34 as shown in C.S.CS No. 2009-004, records of Hood River County, Oregon, monumented with an iron post with 3" brass cap (See Footnote 8); thence on the line between secs.tions 27 and 28, N. 00°06'02" W., approximately 280 ft. to |
AP 32 | at intersection with the northerly right-of-way line of Interstate 84, identical with the southerly right-of-way line of Frontage Road, as relinquished in 1976 by O.D.O.T.ODOT to Hood River County, as described in Document No. 76-0682 and shown in saidC.S.CS No. 2009-004, records of Hood River County, Oregon (See Footnote 7); thence on said right-of-way line, S. 72°49'50" W. a distance of 321.85 ft. to |
AP 33 | thence N. 86°23'19" W. a distance of 170.63 ft. to |
AP 34 | at intersection with the southerly cor.ner of Lots 8 and 9, Clifton Park Subdivision; thence S. 72°49'50" W., approximately 340 ft. to |
AP 35 | the southwesterly cor.ner of Lot 11, Clifton Park Subdivision; thence on the westerly line of said Lot 11 and northerly extension thereof, N. 17°10'10" W., approximately 750 ft. to |
AP 36 | at intersection with the left bank of the Columbia River at BNPE Bonneville Normal Pool Elevation (B.N.P.E.) 72 ft. (N.G.V.D.); thence along said left bank at B.N.P.E.BNPE, easterly, approximately 5,240 ft. to |
AP 37 | at intersection with the westerly face of a peninsula in the S1/2 of sec.tion 27, at B.N.P.E.BNPE (See Footnote 89); thence across the base of said peninsula, N. 63°44' E., approximately 750 ft. to |
AP 38 | at intersection with the easterly face of said peninsula and the left bank of the Columbia River at B.N.P.E.BNPE; thence along said left bank at B.N.P.E.BNPE, easterly, approximately 5,100 ft. to |
AP 39 | at the northerly most extremity of a small peninsula at B.N.P.E.BNPE, in the SW1/4 NE1/4 of sec.tion 26, at B.N.P.E.BNPE; thence on a line, N. 47° E., approximately 1,240 ft. to |
AP 40 | from which the north most point of the peninsula known as "The Hook", at B.N.P.E.BNPE, bears East a distance of 200 ft. and South a distance of 30 ft.; thence N. 90° E., approximately 250 ft. to |
AP 41 | at intersection with a line parallel with and 30 ft. from the northeasterly face of the "The Hook" at B.N.P.E.BNPE, when measured perpendicular thereto; thence on said line, S. 64° E., approximately 1,010 ft. to |
AP 42 | at intersection with the westerly extension of a line between the northerly most extremity of the small peninsula, at B.N.P.E.BNPE, which bears easterly, approximately 300 ft., from the base of "The Hook"; and the northerly most extremity of the westerly jetty, at B.N.P.E.BNPE, which bears easterly, approximately 2,100 ft., from said base of "The Hook"; thence along said line and the westerly and easterly extensions thereof, N. 87° E., approximately 3,000 ft. to |
AP 43 | at intersection with a meander line of lot 2, identical with the 1982 H.R. UGB; thence on said meander line S. 63°45' E., approximately 585 ft. to |
AP 44 | a record meander cor.ner of lot 2, westerly of the Hood River; thence on said meander line S. 49°45' E. a distance of 1,815 ft. to |
AP 45 | the record meander cor.ner on the line between Rs. 10 and 11 E.; thence on said range line, northerly, approximately 670 ft. to T. 03 N., R. 11 E. |
AP 46 | the northerly most cor.ner of the Shore Lands Line, as described in Hood River County Annexation Ordinance No. 1159, dated May 6, 1963, Deed Volume 73 Page 124, records of Hood River County, Oregon; thence on the northerly line of said Shore Lands Line more specifically described by the following courses: S. 68°30' E. a distance of 770.0 ft. to |
AP 47 | S. 28°16' E. a distance of 148.1 ft. to |
AP 48 | S. 53°32' E. a distance of 593.53 ft. to |
AP 49 | S. 45°52' E. a distance of 180.0 ft. to |
AP 50 | S. 24°04' E. a distance of 314.47 ft. to |
AP 51 | S. 51°13' E. a distance of 382.0 ft. to |
AP 52 | the northeasterly cor.ner of said Shore Lands Line; thence on the easterly line of the Nathan L. Benson D.L.C.DLC No. 37 and northerly extension thereof, S. 01°11' E., approximately 266 ft. to |
AP 1 | the Point of Beginning |
T. 03 N., R. 12 E., Klickitat County | |
AP 1 | Beginning at the intersection of the thread of the Klickitat River and the right bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.) elevation 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29NGVD 1929) (BNPE) (See Footnote 1); Latitude: 45°41'46.0" N., Longitude: 121°17'31.3" W.; thence upstream along said thread, northerly a distance of 905 ft. to |
AP 2 | thence leaving said thread, S. 81°16' E., approximately 283 ft. See Footnote 2) to |
AP 3 | at intersection with the centerline of the abandoned Burlington Northern Santa Fe railroad Lyle-Goldendale spur track; thence N. 66°29' E., approximately 200 ft. to |
AP 4 | at intersection with the center line of Washington State Route 142; thence N. 80°30' E., approximately 1,225 ft. to |
AP 5 | at intersection with the 400-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 400-ft. foot contour line (See Footnote 3), southeasterly, approximately 2,840 ft. to |
T. 02 N., R. 12 E. | |
AP 6 | at intersection with an unnamed drainageravine and monumented with a 5/8" x 30" iron rod with yellow plastic cap inscribed "B BESEDA PLS 35092", as shown in survey recorded at Auditor's File No. (A.F.N.AFN) 1107552, records of Klickitat County, Washington; thence S. 24°27'14" W. a distance of 357.97 ft. to |
AP 7 | at intersection with the head of a second drainageravine and monumented with a 5/8" x 30" iron rod with yellow plastic cap inscribed "B BESEDA PLS 35092", as shown in said survey recorded at A.F.N.AFN 1107552; thence along drainageravine bottom, southwesterly, approximately 415 ft. to |
AP 8 | at intersection with a third drainageravine and monumented with a 5/8" x 30" iron rod with yellow plastic cap inscribed "B BESEDA PLS 35092", as shown in said survey recorded at A.F.N.AFN 1107552; thence along the combined drainageravine bottom, southerly, approximately 610 ft. to |
AP 9 | at intersection with the northerly right-of-way line of Washington State Route 14; thence on said northerly right-of-way line, easterly, approximately 915 ft. to |
AP 10 | a point opposite Washington State Route 14 Center Line Station 27+77.80 Point of Tangent (P.T.); thence at a right angle through said Station 27+77.80 P.T., southwesterly, approximately 170 ft. to |
AP 11 | the intersection with the aforementioned right bank of the Columbia River at B.N.P.E.BNPE; thence along said right bank at B.N.P.E.BNPE, westerly, approximately 6,945 ft. to |
AP 1 | the Point of Beginning. |
T. 02 N., R. 11 E. | |
AP 1 | Beginning at the intersection of the northerly extension of the westerly most line of the J. A. Mosier Donation Land Claim (D.L.C.DLC) No. 37 and the left bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.), elevation 72 ft., National Geodetic Vertical Datum 1929 (N.G.V.D. 29NGVD 1929) (BNPE) (See Footnote 1), at; Latitude: 45°41'13.2" N., Longitude: 121°25'12.0" WE.; thence on said northerly extension, the D.L.C.DLC line, and southerly extension thereof, S. 00°27' E., approximately 850 ft.feet to |
AP 2 | at intersection with the 200-ft. contour line (N.G.V.D. 1929NGVD 1929); thence along said 200-ft. contour line, southeasterly, approximately 1,400 ft.feet to |
AP 3 | at intersection with the center line of the Historic Columbia River Highway, formerly Rock Creek County Road; thence on the center line of said highway and Hood River County Road, southwesterly, approximately 1,040 ft. to |
AP 4 | at intersection with the 280-ft. contour line (N.G.V.D.NGVD 1929); thence on a line, S. 9°40' W., approximately 390 ft. to |
AP 5 | the 1/4 cor.ner of secs.tions 2 and 11, perpetuated by Professional Land Surveyor (P.L.S.PLS) No. 1815 in 1996, as shown in County Survey (C.S.CS) No. 9-190, records of Wasco County, Oregon; monumented with an iron post with a 2-1/2" brass cap; thence on the line between secs.tions 2 and 11, N. 87°42'47" E. a distance of 2,640.24 ft.feet to |
AP 6 | the cor.ner of secs. 1, 2, 11, and 12, perpetuated by the United States Army Corps of Engineers (U.S.A.C.E.USACE) in 1936 from original evidence; monumented with an iron post with 3" brass cap; thence on the line between secs.tions 1 and 12, S. 88°22'52" E. a distance of 2,642.35 ft. to |
AP 7A | the 1/4 cor.ner of secs.tions 1 and 12, perpetuated by P.L.S. PLS No. 856 in 1970, as shown in Land Corner Record Sheet (L.C.) 0012, records of Wasco County, Oregon; monumented with an iron post with 3" brass cap; thence on the line between secs.tions 1 and 12, S. 88°22' E., approximatelya distance of 1,012.7863 ft. to |
AP 7B (AP 499) | at AP 499 of the Exterior Legal Boundary Description; thence continuing on said sec. line, on said Exterior Boundary, S. 88°22' E., approximately, 150 ft. to |
AP 8 | at intersection with the thread of Mosier Creek (See Footnote 2), identical with the exterior boundary of the Columbia River Gorge National Scenic Area; thence leaving said Exterior Boundary, downstream along the thread of Mosier Creek, as shown in 1916 County Survey (C.S.CS) No. C-4-3, records of Wasco County, Oregon (See Footnote 1), northwesterly, approximately 905 ft. to |
AP 9 | at intersection with the southerly extension of the easterly line of the aforementioned J.A. Mosier D.L.C.DLC No. 37; thence on said southerly extension, N. 01°09' W., approximately 230 ft.feet to |
AP 10 | the southeast cor.ner of said Mosier D.L.C.DLC, perpetuated by the U.S.A.C.E.USACE in 1936, as shown in L.C. 0006, records of Wasco County, Oregon; monumented with an iron post with 3" brass cap; thence on the easterly line of said Mosier D.L.C.DLC and northerly extension thereof, N. 01°09' W., approximately 3,425 ft. to |
AP 11 | at intersection with the left bank of the Columbia River at B.N.P.E.BNPE; thence along said left bank, westerly, approximately 5,780 ft. to |
AP 1 | the Point of Beginning |
T. 02 N., R. 07 E., Multnomah County, Oregon | |
AP 1 [AP 156] | Beginning at the cor.ner of secs.tions 21, 22, 27, and 28, T. 02 N., R. 07 E., identical with AP 156 of the Gates of the Columbia River, Oregon Falls Special Management Area (SMA) Legal Boundary Description, Latitude: 45°37'58.3" N., Longitude: 121°56'34.4" W.; thence on the line between secs.tions 21 and 28, on said SMA Boundary, S. 89°20' W., approximately 2,910 ft. to |
AP 2 [AP 155] | at intersection with the center line of the Union Pacific Railroad right-of-way; thence on said center line, southwesterly, approximately 2,224 ft. to |
AP 3A [AP 154] | at Engineers Station 2091+64.3 Point of Spiral; thence crossing the Columbia River, N. 90° W., approximately 2,060200 ft. to |
AP 3B [AP 153] | at intersection with the left bank of the Columbia River at Ordinary High Water Mark (OHWM); thence leaving the aforementioned SMA Boundary, continuing N. 90° W., approximately 1,860 ft. to T. 02 N., R. 07 E., Skamania County, Washington |
AP 4A | at intersection with the right bank of the Columbia River at Ordinary High Water Mark (O.H.W.M.OHWM); thence along the meanders of said O.H.W.M.OHWM, southwesterly, approximately 50106,510 ft. to |
AP 4B [AP 60] | identical with AP 60 of the Gates of the Columbia River, Beacon Rock Special Management Area (SMA) Legal Boundary Description; thence continuing along said right bank at OHWM, along said SMA Boundary a distance of 1,500 feet to |
AP 5 [AP 59] | at intersection with the left bank of Hamilton Creek; thence along the meanders of said left bank, northeasterly, approximately 3,030 ft. to |
AP 6 [AP 58] | at intersection with the southeasterly extension of the south most southwesterly line of the plat of Relocated North Bonneville See Footnote 1); thence on said southeasterly extension, crossing Hamilton Creek and continuing on said southwesterly line, N. 67°00'00" W., approximately 760 ft. to |
AP 7 [AP 57] | thence continuing on said southwesterly boundary, N. 18°27'10" W. a distance of 1,452.91 ft. to |
AP 8 [AP 56] | thence continuing on said southwesterly boundary, N. 29°58'55" E. a distance of 119.59 ft. to |
AP 9 [AP 55] | at the northwest cor.ner of said Relocated North Bonneville, identical with the line between secs.tions 19 and 30; thence N. 43°21' W., approximately 1,045 ft. to |
AP 10 [AP 54] | at intersection with the N. and S. center line of sec.tion 19 and the southeasterly right-of-way line of the Burlington Northern - Santa Fe Railroad; thence on said center line, N. 0°29' W., approximately 1,890 ft. to |
AP 11 [AP 53] | the center 1/4 cor.ner of said sec.tion 19 at; Latitude: 45°38'36.6" N., Longitude: 121°59'31.6" W.; thence on the E. and W. center line of said sec.tion 19, S. 89°59' E., approximately 505 ft. to |
AP 12 [AP 52] | at intersection with the northerly right-of-way line of the Bonneville Power Administration (B.P.A.BPA) Bonneville-Vancouver transmission line easement; thence on said northerly line, N. 57°56' E., approximately 4,490 ft. to |
AP 13 [AP 51] | at intersection with the westerly boundary of the G.W. Johnson Donation Land Claim (D.L.C.DLC) No. 38 and city limits line of North Bonneville See (Footnote 2); thence on said westerly boundary, identical with said city limits line, N. 16°46'08" W., approximately 160 ft. to |
AP 14 [AP 50] | the northwest cor.ner of said Johnson D.L.C.DLC; thence on the northerly boundary thereof, N. 84°22'12" E., approximately 350 ft. to |
AP 15 [AP 49] | at intersection with aforementioned northerly right-of-way line of the B.P.A.BPA Bonneville-Vancouver transmission line easement; thence leaving said city limits line on said northerly line, N. 57°56' E., approximately 1,450 ft. to |
AP 16 [AP 48] | at north most point thereof; thence continuing on said northerly line, S. 57°28' E., approximately 1,050 ft. to |
AP 17 [AP 47] | at intersection with the aforementioned northerly boundary of the Johnson D.L.C.DLC and city limits line; thence on said northerly boundary, and identical with said city limits line, N. 84°22'12" E., approximately 550 ft. to |
AP 18 [AP 46] | at intersection with the westerly boundary of the B.B. Bishop D.L.C.DLC No. 39; thence on said westerly boundary, N. 02°12'16" E., approximately 1,347 ft. to |
AP 19 [AP 45] | the northwest cor.ner of said Bishop D.L.C.DLC; thence on the north boundary thereof, N. 86°20'39" E., approximately 666 ft. to |
AP 20 [AP 44] | at intersection with the center line of a natural gas pipe line easement; thence leaving the aforementioned SMA Boundary, on said center line, N. 45°18'27" E., approximately 499 ft. to |
AP 21 | being 430.00 ft.feet North of the northerly boundary of the aforementioned B.B. Bishop D.L.C.DLC No. 39 when measured perpendicular thereto; thence on a line 430.00 ft.feet North of and parallel with said northerly boundary, S. 89°54'48" E., approximately 1,047 ft. to |
AP 22 | at intersection with the thread of Greenleaf Creek (See Footnote 3); thence downstream along the meanders of said thread, southwesterly, approximately 950 ft. to |
AP 23 | at intersection with aforementioned northerly boundary of the Bishop D.L.C.DLC; thence on said northerly boundary, S. 89°54'48" E., approximately 610 ft. to |
AP 24 | at intersection with the center line of the Bonneville-Coulee B.P.A.BPA No. 1 transmission line easement; thence on said center line, S. 32°28' W., approximately 755 ft. to |
AP 25 | at intersection with the center line of East Cascade Drive, also known as Moffett-Hot Springs Road; thence on said center line, southerly, approximately 1,310 ft. to |
AP 26 | at intersection with the line between secs.tions 16 and 21; thence on said line, S. 87°55'01" E., approximately 930 ft. to |
AP 27 | at intersection with the northerly boundary of the U.S. Army Corps of Engineers Bonneville Project Take Line, as shown on survey by Hagedorn, Inc., recorded at Book 1, Page 168, survey records of Skamania County, Washington, monumented with aluminum post and 4" aluminum cap (See Footnotes 4 and 5); thence leaving aforementioned city limits line on said boundary more specifically described by the following courses: N. 33°30'32" E. a distance of 633.68 ft. to |
AP 28 | an aluminum post with 4" aluminum cap; thence S. 72°59'28" E. a distance of 1,000.04 ft. to |
AP 29 | an aluminum post with 4" aluminum cap; thence N. 52°00'32" E. a distance of 675.03 ft. to |
AP 30 | an aluminum post with 4" aluminum cap; thence N. 84°00'32" E. a distance of 740.03 ft. to |
AP 31 | an aluminum post with 4" aluminum cap; thence S. 88°59'28" E. a distance of 340.01 ft. to |
AP 32 | an aluminum post with 4" aluminum cap; at intersection with the line between secs.tions 15 and 16; thence S. 79°29'28" E. a distance of 2,000.08 ft. to |
AP 33 | an aluminum post with 4" aluminum cap; thence S. 86°59'28" E., approximately 1,599.51 ft. to |
AP 34 | an aluminum post with 4" aluminum cap; at intersection with the city limits line of North Bonneville (See Footnote 6); thence on said city limits line more specifically described by the following courses: northerly, approximately 1,000 ft. to |
AP 35 | a northwest cor.ner of said city limits line; thence continuing on said city limits line, East a distance of 223 ft. to |
AP 36 | the northeast cor.ner of that tract of land described in Book 51, Page 352, records of Skamania County, Washington; thence N. 90° E., approximately 700 ft. to |
AP 37 | thence continuing on said city limits line, N. 35°15' W. a distance of 50 ft. to |
AP 38 | thence East a distance of 565 ft. to |
AP 39 | thence S. 78°30' E. a distance of 159 ft. to (See Footnote 5) |
AP 40 | thence N. 78°12' E. a distance of 50 ft. to |
AP 41 | at intersection with the west line of sec.tion 14 and the southerly right-of-way line of Wauna Lake Road; thence continuing on said city limits line, identical with said southerly right-of-way line, easterly and southerly, approximately 560 ft. to |
AP 42 | thence leaving said right-of-way line, continuing on said city limits line, N. 84°36' E. a distance of 276 ft. to |
AP 43 | thence S. 59°59' E. a distance of 158 ft. to |
AP 44 | thence N. 90° E. a distance of 35 ft. to |
AP 45 | at intersection with the easterly boundary of the D.F. Bradford D.L.C.DLC No. 37; thence continuing on said city limits line, identical with the easterly boundary of said Bradford D.L.C.DLC, S. 43° E. a distance of 14 ft. to |
AP 46 | thence leaving said easterly boundary, continuing on said city limits line, N. 00° E., approximately 353 ft. to |
AP 47 | thence N. 90° E. a distance of 341 ft. to |
AP 48 | at intersection with the westerly line of lot 2, in sec.tion 14, from which the northerly right-of-way line of State Route 14 bears S. 00° E., approximately 353 ft.; thence on said westerly line of lot 2, S. 00° E., approximately 444 ft. to |
AP 49 | at intersection with the southerly right-of-way line of Washington State Route 14; thence continuing on said city limits line, identical with said southerly right-of-way line, S. 74°54' W., approximately 212 ft. to |
AP 50 | at intersection with the easterly boundary of the aforementioned Bradford D.L.C.DLC; thence leaving said city limits line, South, approximately 130 ft. to |
AP 51 | at intersection with the right bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.) 72 ft., National Geodetic Vertical Datum (N.G.V.D. 29)(BNPE) (See Footnote 7); thence along said right bank at B.N.P.E.BNPE, southwesterly, approximately 4,100 ft. to |
AP 52 | at intersection with the line between lots 2 and 3, in sec.tion 22 at B.N.P.E.BNPE; thence crossing the Columbia River, S. 30°06' W., approximately 3,770 ft. to T. 02 N., R. 07 E., Multnomah County Oregon |
AP 53 [AP 159] | at intersection with the left bank of the Columbia River at B.N.P.E.BNPE, identical with AP 159 of the aforementioned Oregon Falls SMA Legal Boundary Description; thence on said SMA Boundary, S. 47°38' W., approximately 634 ft. to |
AP 54 [AP 158] | at intersection with the right-of-way line of Interstate 84 where the east and westbound lanes separate on the westerly side of Tooth Rock Tunnel; thence parallel with the westbound center line of Interstate 84, S. 69°06' W., approximately 1,020 ft. to |
AP 55 [AP 157] | at intersection with the line between secs.tions 21 and 22; thence on the line between secs.tions 21 and 22, S. 00°16' E., approximately 1,340 ft. to the Point of Beginning |
AP 1 [AP 156] | the Point of Beginning |
T. 02 N., R. 07 E. | |
AP 1 | Beginning at intersection of the northeasterly line of the Bradford Donation Land Claim (D.L.C.DLC) No. 37 and the right bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.) elevation 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29)BNPE) (See Footnote 1); Latitude: 45°40'37.2" N., Longitude: 121°54'18.6" W.; thence on said northeasterly line, N. 52°47'28" W., approximately 2,630 ft. to |
AP 2 | the northerly cor.ner of said Bradford D.L.C.DLC No. 37, identical with the southeast cor.ner of the Iman D.L.C.DLC No. 44 (See Footnote 2); thence on the west line of said Iman D.L.C.DLC No. 44, N. 0°29'21" E., approximately 1,505 ft. to |
AP 3 | at intersection with the northerly line of Lot 2 of the Columbia Gorge Park Subdivision; thence on the northerly line of said Lot 2 and Lot 1, said Columbia Gorge Park Subdivision, N. 65°46'40" W., approximately 1,375 ft. to |
AP 4 | at intersection with E. and W. center line of sec.tion 2; thence continuing on said northerly line, N. 88°58'40" W., approximately 65 ft. to |
AP 5 | at intersection with the southeasterly right-of-way line of the Bonneville Power Administration (B.P.A.BPA) Bonneville-Coulee transmission line easement; thence on said southeasterly line, N. 40°32'30" E., approximately 2,135 ft. to |
AP 6 | at intersection with aforementioned west line of the Iman D.L.C.DLC No. 44; thence leaving said southeasterly line on said west line, N. 0°29'21" E., approximately 215 ft. to |
AP 7 | at intersection with the center line of aforementioned B.P.A.BPA Bonneville-Coulee transmission line easement (See Footnote 3); thence on said center line, N. 40°32'30" E., approximately 4,920 ft. to |
T. 03 N., R. 07 E. | |
AP 8 | at intersection with the center line of Aalvik Road; thence on said center line northwesterly, approximately 7,525 ft. to |
AP 9 | at intersection with the E. and W. center line of sec.tion 26; thence on said E. and W. center line, S. 89°04'59" E., approximately 3,015 ft. to |
AP 10 | the 1/4 cor.ner of secs.tions 25 and 26; thence on the line between said secs.tions 25 and 26, N. 0°34'36" E., approximately 2,639.84 ft. to |
AP 11 | the cor.ner to secs.tions 23, 24, 25, and 26; thence on the line between said secs.tions 23 and 24, N. 01°47'00" E., approximately 558.6 ft. to |
AP 12 | at intersection with the center line of the B.P.A.BPA McNary-Ross No. 1 transmission line easement; thence on said center line, N. 65°01'50" E., approximately 4,920 ft. to |
AP 13 | thence continuing on said center line, N. 61°43'30" E., approximately 1,040 ft. to |
AP 14 | at intersection with the line between R. 7 E. and R. 7-1/2 E.; thence on the line between said R. 7 E. and R. 7-1/2 E. southerly, approximately 7,500 ft. to |
AP 15 | at intersection with the center line of the aforementioned B.P.A.BPA Bonneville-Coulee transmission line easement (See Footnote 4); thence on said center line, N. 77°37'00" E., approximately 1,270 ft. to |
T. 03 N., R. 7-1/2 E. | |
AP 16 | thence continuing on said center line, N. 69°37'30" E., approximately 900 ft. to |
AP 17 | at intersection with the thread of Nelson Creek; thence along said thread downstream, southerly, approximately 5,945 ft. to |
AP 18 | at intersection with the aforementioned right bank of the Columbia River at B.N.P.E.BNPE; thence along said right bank southwesterly, approximately 18,000 ft. to (See Footnote 65) |
AP 1 | at intersection with said northeasterly line of the Bradford D.L.C.DLC No. 37 and Point of Beginning. |
T. 02 N., R. 14 E., Wasco County | |
AP 1 | Beginning at the record meander cor.ner (See Footnote 1) on the left bank of the Columbia River on the line between secs.tions 36 and 31, T. 02 N., Rs. 13 and 14 E., perpetuated by the United States Army Corps of Engineers (U.S.A.C.E.USACE) in 1939 from original evidence; monumented with a brass disk cemented into the top of solid rock, from which the cor.ner of Tps. 01 and 02 N., Rs. 13 and 14 E. bears S. 00°14' 42" W., a distance of 2,033.43 ft.; Latitude 45°36'39.6" N. Longitude 121°07'37.2" E. thence on the line between T. 02 N., Rs. 13 and 14 E., S. 00°14'42" W., approximately 1,070 ft. to |
AP 2 | at intersection with the northwesterly right-of-way line of the Union Pacific Railroad (See Footnote 2); thence on a line, northeasterly, approximately 873 ft. to |
AP 3 | at intersection with the southwesterly right-of-way line of Interstate 84 and the line between lots 4 and 5 in said sec.tion 31; thence on the line between said lots 4 and 5, identical with the E. and W. center line of the SW1/4 of sec.tion 31, S. 89°46'38" E., approximately 2,220 ft. to |
AP 4 | the center S1/16 cor.ner of said sec.tion 31 as shown on County Survey (C.S.CS) No. 5-072, records of Wasco County, Oregon; thence on the N. and S. center line of sec.tion 31, N. 0°57'09" E., approximately 61 ft. to |
AP 5 | at intersection with the southerly right-of-way line of Lower Eightmile County Road, formerly The Dalles - California Highway; thence on said southerly right-of-way line, easterly, approximately 2,475 ft. to |
AP 6 | a 5/8" iron rod as shown in C.S.CS No. 4-087, records of Wasco County, Oregon, at intersection with the line between secs.tions 31 and 32; thence on said sec.tion line, S. 0°18'44" W. a distance of 446.80 ft. to |
AP 7 | a 5/8" iron rod as shown in said C.S.CS 4-087, at intersection with the northeasterly boundary line of Bonneville Power Administration (B.P.A.BPA) land as described in Deed document No. 66-0507, records of Wasco County, Oregon, from which the cor.ner of secs.tions 5, 6, 31, and 32, Tps. 01 and 02 N., R. 14 E. bears S. 0°18'44" W. a distance of 776.20 ft., perpetuated by the U.S.A.C.E.USACE in 1937; monumented with a stainless steel post with a brass cap on top; thence on the northeasterly boundary line of said B.P.A.BPA land, S. 72°02'37" E. a distance of 2,417.83 ft. to |
T. 01 N., R. 14 E. | |
AP 8 | at intersection with the line between secs.tions 5 and 32, Ts. 01 and 02 N., R. 14 E.; thence on the line between said secs.tions 5 and 32, N. 89°14'04" E. a distance of 353.83 ft. to |
AP 9 | the 1/4 cor.ner of secs.tions 5 and 32, Ts. 01 and 02 N., R. 14 E.; thence on the line between said secs.tions 5 and 32, N. 89°49'59" E., approximately 744 ft. to |
AP 10 | from which the northerly cor.ner of unnumbered lot (NE1/4 NE1/4) containing 42.12 acres and unnumbered lot (NW1/4 NE1/4) containing 42.00 acres, said sec.tion 5, bears N. 89°49'59" E., approximately 587 ft.; thence, S. 53° E. a distance of 742 ft. to |
AP 11 | at intersection with the line between said unnumbered lots, from which the northerly cor.ner bears northerly, approximately 455 ft.; thence on the line between said unnumbered lots, southerly, approximately 928 ft. to |
AP 12 | the southerly cor.ner of said unnumbered lots; thence on the southerly line of said lot (NW1/4 NE1/4) and unnumbered lot (NE1/4 NW1/4) containing 41.86 acres, S. 89°39' W. a distance of 2,648 ft., as shown in C.S.CS 0163-2, records of Wasco County, Oregon, to |
AP 13 | the southerly cor.ner of unnumbered lot (NW1/4NW1/4) containing 41.74 acres and unnumbered lot (NE1/4 NW1/4) containing 41.86 acres, said sec.tion 5; thence on the N. and S. center line of the NW1/4 of sec.tion 5, southerly, approximately 1,304 ft. to |
AP 14 | the center W 1/16 cor.ner of sec.tion 5; thence on the E. and W. center line of sec.tion 5, S. 89°39' W. a distance of 1,320.5 ft. to |
AP 15 | the 1/4 cor.ner of secs.tions 5 and 6; thence on the line between secs.tions 5 and 6, S. 00°25' E., approximately 2,640 ft. to |
AP 16 | the cor.ner of secs.tions 5, 6, 7, and 8, established by Professional Land Surveyor (P.L.S.PLS) No. 872 in 1983, as described in Wasco County Land Corner Record Sheet L.C. 0678; monumented with an aluminum post and cap; thence on the line between secs.tions 6 and 7, S. 88°03' W. a distance of 1,494.41 ft., as shown in the survey of B.P.A.BPA Celilo-Mead Transmission Line, Page 1 of 266, dated 2/8/1967, records of B.P.A.BPA, to |
AP 17 | at intersection with the easterly line of the B.P.A.BPA Celilo-Mead Transmission Line easement, as shown in said survey; thence leaving B.P.A.BPA land, on easterly line of said easement, S. 19°45' E. a distance of 1,000 ft. to |
AP 18 | on said easterly line; thence perpendicular to said easterly line, across the full width of said easement, S. 70°15' W. a distance of 437.5 ft. to |
AP 19 | on the westerly line of said easement; thence on said westerly line, N. 19°45' W. a distance of 1,140 ft. to |
AP 20 | at intersection with the line between secs.tions 6 and 7, identical with the south line of the aforementioned B.P.A.BPA land; thence on said line, S. 88°03' W., approximately 970 ft. to |
AP 21 | the northwest cor.ner of that property described in Deed Document No. 2011-1521, records of Wasco County, Oregon; thence on the northwesterly boundary line of said property, identical with the southerly line of said B.P.A land, southwesterly, approximately 1,682 ft. to |
AP 22 | at intersection with the easterly right-of-way line of The Dalles - California Highway, US 197; thence on said easterly right-of-way line, northwesterly, approximately 355 ft. to |
AP 23 | at intersection with the easterly line of the R.R. Thompson Donation Land Claim (D.L.C.DLC) No. 37; thence on said easterly D.L.C.DLC line, N. 00°04'05" W. a distance of 2,371.62 ft. to |
AP 24 | the northeast cor.ner of said Thompson D.L.C.DLC, perpetuated by P.L.S.PLS No. 856 in 1983, as shown in Wasco County L.C. 0686; monumented with a 2-inch bronze disk set in a large stone; thence leaving B.P.A.BPA land, on the northerly line of said Thompson D.L.C.DLC, on The Dalles Urban Growth Boundary (T.D.TD UGB) from this point forward unless otherwise noted, N. 89°34' W., approximately 3,920 ft. to |
T. 01 N., R. 13 E. | |
AP 25 | at intersection with a line extended northerly, parallel with and 208.7 ft. easterly of, the westerly line of Lot 1, Cherry Park Addition to Wasco County; thence on said line, S. 00°08' W., approximately 90 ft. (See Footnote 3) to |
AP 26 | the southeast cor.ner of the Cherry Park Grange Tract described in Deed Book 127 at Page 725, records of Wasco County, Oregon; thence on the southerly line of said tract, N. 89°34' W. a distance of 208.7 ft. to |
AP 27 | at intersection with the easterly right-of-way line of Lambert Street; thence on said right-of-way line, S. 00°08' W., approximately 2,543 ft. to |
AP 28 | at intersection with the southerly line of the aforementioned Thompson D.L.C.DLC; thence on said southerly line, N. 89°28'53" W., approximately 4,640 ft. to |
AP 29 | at intersection with the southerly terminus of the center line of Thompson Street, as platted in Thompson Addition to Wasco County; thence on the southerly extension thereof, S. 00°08' W. a distance of 20 ft. to |
AP 30 | at intersection with a line parallel with and 20 ft. southerly of the southerly line of said Thompson D.L.C.DLC, when measured perpendicular thereto; thence on said line, N. 89°28'53" W. a distance of 301.48 ft. to |
AP 31 | at intersection with the westerly line of Wasco County Partition Plat 2004-0013; thence on said westerly line, S. 00°10'48" E. a distance of 1,172.60 ft. to |
AP 32 | the southeast cor.ner of The Dalles city reservoir land as described in Deed Book 108 at Page 499, records of Wasco County, OR; thence N. 89°56' W. a distance of 1,516.02 ft. to |
AP 33 | the southeast cor.ner of the John A. Simms D.L.C.DLC No. 39; thence on the southerly line of said Simms D.L.C.DLC, N. 89°45' W. a distance of 3,003.41 ft. to |
AP 34 | the southwest cor.ner of the Plat of Assembly Addition; thence on the westerly line of said Assembly Addition and the northerly extension thereof, N. 00°04' W. a distance of 568.15 ft. to |
AP 35 | at intersection with the southerly boundary line of Dry Hollow Elementary School property, as described in Deed Book 139 at Page 605, records of Wasco County, Oregon, from which the southeast cor.ner of the W. D. Bigelow D.L.C.DLC No. 40 bears N. 89°56' E. a distance of 660.00 ft. See Footnote 4); thence on the southerly boundary line of said school land, S. 89°56' W., approximately 390 ft. to |
AP 36 | the southwest cor.ner of said school land (See Footnote 4); thence on the westerly line of said school land and the northerly extension thereof, leaving T.D.TD UGB, N. 00°39' W., approximately 530 ft. to |
AP 37 | the southerly right-of-way line of East Scenic Drive; thence on said southerly right-of-way line westerly, approximately 850 ft. to |
AP 38 | at intersection with the northerly extension of the easterly line of Lot 5, Block 2, Orchard Hills Addition to the City of The Dalles; thence on said northerly extension of the easterly line of Lot 5, the easterly line of Lot 5, and further on the southerly extension thereof, S. 19°30' W., approximately 680 ft. to |
AP 39 | at intersection with the southerly line of the aforementioned Bigelow D.L.C.DLC; thence on said southerly line, S. 89°59' W., approximately 1,500 ft. to |
AP 40 | the southwest cor.ner of the Plat of Hillcrest Addition; thence on the westerly line of Hillcrest Addition, N. 00°10'00" E., approximately 360 ft. to |
AP 41 | at intersection with the City of The Dalles city limit line; thence on said city limit line, S. 77°09' W., approximately 965 ft. to |
AP 42 | at intersection with the southeasterly extension of the Fort Dalles Military Reservation line; thence on said city limit line N. 66°36' W., approximately 1,140 ft. to |
AP 43 | the southeast cor.ner of said Fort Dalles Military Reservation at intersection with the westerly line of the aforementioned Bigelow D.L.C.DLC, from which the southwest cor.ner of said Bigelow D.L.C.DLC bears S. 32°30' W., on said westerly line, a distance of 695.47 ft.; thence on the southerly line of said Fort Dalles Military Reservation, N. 66°36' W., approximately 1,225 ft. to |
AP 44 | from which the initial point of Brocks Addition to the City of The Dalles bears S. 66°36' E. a distance of 2.0 ft. (See Footnote 5); thence on the southeasterly line of that property described in Deed Document 1968-0064, records of Wasco County, Oregon, S. 47°27' W. a distance of 228.60 ft. to |
AP 45 | the southeasterly cor.ner thereof; thence on the southwesterly line of said property, N. 38°46' W. a distance of 64.00 ft. to |
AP 46 | the southwesterly cor.ner thereof; thence on the northwesterly line of said property, N. 42°58' E. a distance of 168.77 ft. to |
AP 47 | from which the southerly line of the Fort Dalles Military Reservation bears northerly 20 ft., when measured perpendicular thereto; thence on a line parallel with and 20 ft. southerly, when measured perpendicular from said southerly line, N. 66°22'30" W. a distance of 151.28 ft. to |
AP 48 | the interior cor.ner of the property described in Deed Document No. 1979-2215, records of Wasco County, Oregon; thence on the westerly most southeasterly line of said property, S. 23°37'30" W. a distance of 210.00 ft. to |
AP 49 | the most southerly cor.ner thereof; thence on the southerly most southwesterly line of said property, N. 66°22'30" W. a distance of 100.00 ft. to |
AP 50 | the southwesterly cor.ner thereof; thence on the northwesterly line of said property, N. 23°37'30" E. a distance of 230.00 ft. to |
AP 51 | at intersection with the westerly right-of-way line of Radio Way, identical with said southerly line of the Fort Dalles Military Reservation; thence on said southerly line and city limit line, N. 66°36' W., approximately 1,815 ft. to |
AP 52 | at intersection with the easterly right-of-way line of Sunset Valley Drive; thence on said right-of-way line, S. 6°00' E., approximately 155 ft. to |
AP 53 | at intersection with the northeasterly extension of the southeasterly line of that property described in Wasco County Deed Document No. 78-0471, records of Wasco County, Oregon; thence on said line and continuing on the southeasterly line of that property described in Wasco County Deed Book 119 Page 80, records of Wasco County, Oregon, S. 53°35' W. a distance of 166.38 ft. to |
AP 54 | the southwesterly cor.ner of said property described in Deed Book 119 at Page 80; thence on the southwesterly line of said property, N. 36°53' W. a distance of 30.00 ft. to |
AP 55 | the southeasterly cor.ner of that property described in Deed Document No. 1980-0450, records of Wasco County, Oregon; thence on the southeasterly line thereof, S. 53°35' W. a distance of 86.0 ft. to |
AP 56 | the southwest cor.ner thereof, identical with the northeasterly line of that property described in Deed Book 145 at Page 351, records of Wasco County, Oregon; thence on said line, S. 36°53' E. a distance of 30.00 ft. to |
AP 57 | the southeasterly cor.ner thereof; thence on the southeasterly line of said property and continuing on the southeasterly line of that property described in Wasco County Deed Document No. 66-2105, records of Wasco County, Oregon, S. 53°35' W. a distance of 200.00 ft. to |
AP 58 | the southwesterly cor.ner thereof; thence on the southwesterly line of said property, N. 36°53' W., approximately 36 ft. to |
AP 59 | the southeasterly cor.ner of that property described in Deed Document No. 1982-0040, records of Wasco County, Oregon; thence on the southeasterly line of said property, S. 53°15' W. a distance of 105.0 ft. to |
AP 60 | the southwesterly cor.ner thereof; thence on the southwesterly line of said property, N. 36°53' W. a distance of 150.00 ft. to |
AP 61 | the southeasterly right-of-way line of Mill Creek Market County Road; thence on said southeasterly right-of-way line, S. 53°24' W., approximately 700 ft. to |
AP 62 | the northwesterly cor.ner of that property described in Deed Document No. 79-0849, records of Wasco County, Oregon; thence on the line determined by Gifford Pinchot National Forest Surveyor Don Karsch and Tenneson Engineering Corporation surveyor Ben Beseda, memorialized in a letter dated September 30, 2005 to Brian Litt, File Code 7150, records of Columbia River Gorge Commission, leaving T.D.TD UGB, North, approximately 1,355 ft. to |
AP 63 | at intersection with the southerly line of Tract "A" of the Plat of Ericksen's 4th Addition; thence rejoining T.D.TD UGB on said southerly line, S. 88°31' W., approximately 277 ft. to |
AP 64 | the southwest cor.ner of said Tract "A"; thence on the westerly line of said Tract "A", N. 00°19' E. a distance of 149.37 ft. to |
AP 65 | thence on a property line, N. 29°36'00" W. a distance of 36.50 ft. to |
AP 66 | thence on said property line, N. 60°24' E. a distance of 21.00 ft. to |
AP 67 | at intersection with the westerly line of said Tract "A"; thence on said westerly line, N. 00°19' E. a distance of 166.00 ft. to |
AP 68 | the northwest cor.ner of said Tract "A"; thence on the northerly line of said Tract "A", S. 89°41'00" E. a distance of 683.33 ft. to |
AP 69 | a 5/8" iron rod at the northeasterly cor.ner Parcel 1, as shown on Partition Plat 2004-0001, records of Wasco County, Oregon; thence on the easterly line of said partition plat, S. 00°19'00" W. a distance of 118.00 ft. to |
AP 70 | a 5/8" iron rod; thence continuing on said easterly line, S. 43°41'00" E. a distance of 70.23 ft. to |
AP 71 | at intersection with the westerly line of the aforementioned Fort Dalles Military Reservation, identical with The Dalles city limit line; thence on said Military Reservation line and extension thereof, N. 13°59' E., approximately 2,000 ft. to |
AP 72 | the westerly right-of-way line of Cherry Heights Road; thence on said right-of-way line, northerly, approximately 470 ft. to |
AP 73 | the center line of Road H, in Fruitland Park Addition; thence continuing on the 1980 T.D.TD UGB, on said center line, N. 60°43' W., approximately 129 ft., to |
AP 74 | on said center line; thence N. 17°29' W. a distance of 300 ft. to |
AP 75 | on said center line; thence northwesterly a distance of 140 ft. to |
AP 76 | on said center line, at intersection with the southwesterly extension of the northwesterly line of Lot 20 of said Fruitland Park Addition; thence continuing on said center line, N. 47°04' W., approximately 600 ft. to |
AP 77 | on said center line; thence N. 61°28'14" W., approximately 514 ft. to |
AP 78 | at intersection with the southwesterly extension of the westerly most line of Parcel 2, Replat 2005-0035, records of Wasco County, Oregon; said point being S. 24°40'32" W., approximately 20 ft. on said line from the westerly most cor.ner of said Parcel 2; thence on said extension and most westerly line, N. 24°40'32" E., approximately 232 ft. to |
AP 79 | at intersection with the southwesterly right-of-way line of Road "L" in the aforementioned Fruitland Park Addition; thence on said southwesterly right-of-way line, northwesterly, approximately 760 ft. to |
AP 80 | an angle point on the northeasterly line of Lot 51 of said Fruitland Park Addition; thence on the southwesterly line of Road "L", which becomes West 16th Street, N. 79°34' W. a distance of 406.81 ft., as shown in C.S.CS G-12-11b, records of Wasco County, Oregon to |
AP 81 | an angle point on the northeasterly line of Lot 50 of said Fruitland Park Addition; thence on the southwesterly right-of-way line of West 16th Street, N. 47°34'03" W., approximately 2,735 ft. to |
T. 02 N., R. 13 E. | |
AP 82 | at intersection with the northwesterly right-of-way line of Meek Street in said Fruitland Park Addition; thence on said northwesterly right-of-way line, N. 42°27'00" E., approximately 650 ft. to |
AP 83 | at intersection with the southwesterly right-of-way line of Road "B", known also as West 13th Street; thence on said southwesterly right-of-way line and extension thereof, N. 47°34'00" W., approximately 420 ft. to |
AP 84 | a 5/8-inch iron rod at intersection with the southeasterly exterior boundary of the Amended Plat of Highland Heights, Phase One; thence on said exterior line, N. 49°54'24" E. a distance of 26.34 ft. to |
AP 85 | a 1/2-inch iron rod at the easterly most cor.ner of said plat; thence on the northeasterly exterior line of said plat and northwesterly extension thereof, N. 22° W., approximately 2,356 ft. to |
AP 86 | at intersection with the center line of Pomona Street West; thence on the center line of Pomona Street West, S. 74°36'40" W., approximately 312 ft. to |
AP 87 | at intersection with the westerly right-of-way line of West 13th Street; thence on said westerly right-of-way line, N. 10°32'36" W., approximately 730 ft. to |
AP 88 | at intersection with the line between secs.tions 29 and 32, identical with the southeasterly cor.ner of Block "C", Emerson Park Addition; thence on the south most southerly line of Emerson Park Addition, S. 89°58' W. a distance of 100 ft. to |
AP 89 | the south most southwesterly cor.ner of Emerson Park Addition; thence on the westerly line of Emerson Park Addition, northerly, approximately 2,050 ft. (See Footnote 6) to |
AP 90 | the northwesterly cor.ner of Lot 34, Block C, Emerson Park Addition; thence on the north most southerly line of Emerson Park Addition, N. 89°58' W. a distance of 290 ft. to |
AP 91 | the southwesterly cor.ner of Block "G", Emerson Park Addition; thence on the westerly line of said Block "G", N. 00°02' W. a distance of 390.0 ft. to |
AP 92 | the northwesterly cor.ner of Emerson Park Addition; thence on the northerly line of Emerson Park Addition, S. 89°58' E. a distance of 390.0 ft. to |
AP 93 | the northeasterly cor.ner of Block "D", Emerson Park Addition, identical with the westerly right-of-way line of West 13th Street; thence on the westerly then northerly right-of-way line of West 13th Street as it becomes Irvine Street West, northerly and easterly, approximately 760 ft. to |
AP 94 | at intersection with the westerly right-of-way line of West 10th Street, also known as Chenowith Road; thence on said right-of-way, northwesterly, approximately 390 ft. to |
AP 95 | at intersection with the thread of Chenowith Creek; thence along the thread of Chenowith Creek, easterly, approximately 4,950 ft. to |
AP 96 | at intersection with the westerly right-of-way line of Interstate Highway I-84; thence on said right-of-way line, N. 19°56'30" E., approximately 1,900 ft. to |
AP 97 | being 150 ft. westerly from engineers centerline survey station 2157+84.25 PT, when measured perpendicular thereto; thence leaving said right-of-way line and continuing on the extension thereof, N. 19°56'30" E., approximately 1,020 ft. to |
AP 98 | at intersection with the westerly extension of the southerly most line of the Edward Crate D.L.C.DLC No. 38; thence on said westerly extension and southerly most line, N. 89°27' E., approximately 1,800 ft. to |
AP 99 | at intersection with the left bank of the Columbia River, at Bonneville Normal Pool Elevation (B.N.P.E.) 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29)(BNPE) (See Footnote 7); thence along said left bank at B.N.P.E.BNPE through secs.tions 21, 28, 33 and 34 of T. 02 N., R. 13 E. and |
T. 01 N., R. 13 E. section 3 of T. 01 N., R. 13 E., southeasterly, approximately 17,600 ft. to | |
AP 100 | at intersection with the northwesterly extension of the U.S. Army Corps of Engineers Permit Harbor Line of the Port of The Dalles, as shown in the U.S.A.C.E.USACE Portland District map of "Bonneville Dam - Lands Vicinity Map of The Dalles City" No. R-0-8-10/c-OW dated December 16, 1941 (See Footnote 78); thence on said northwesterly extension, S. 74°24'07" E., approximately 360 ft. to |
AP 101 | at intersection with the northeasterly extension of the easterly right-of-way line of Union Street, from which the southwesterly cor.ner of Block 2, Plat of Original Dalles City, bears S. 34°35'53" W. a distance of 601.15 ft.; thence on said U.S.A.C.E.USACE Harbor Line, S. 74°24'07" E. a distance of 1,043.48 ft. to |
AP 102 | thence on said U.S.A.C.E.USACE Harbor Line and southeasterly extension thereof (See Footnote 89), S. 29°05'05" E., approximately 810 ft. to |
AP 103 | at intersection with a line parallel with and a distance of 50 ft. northwesterly from the Port of The Dalles Marina sea wall, as measured perpendicular thereto; thence on said line, northeasterly, approximately 250 ft. to |
AP 104 | at intersection with a line parallel with and a distance of 50 ft. northerly from said sea wall, as measured perpendicular thereto; thence on said line, easterly, approximately 650 ft. to |
AP 105 | from which the northerly most extremity of the Port of The Dalles Marina jetty, at B.N.P.E, bears South a distance of 50 ft.; thence on a line, southeasterly, approximately 830 ft. to |
AP 106 | the north most extremity of the eastern jetty, at B.N.P.E.BNPE, protecting the existing boat launch ramp; thence along the easterly face of said jetty and the left bank of the Columbia River, at B.N.P.E.BNPE through secs.tions 1, 2, and 3, T. 01 N., R. 13 E., |
T. 02 N., R. 13 E. and sec.tion 36, T. 02 N., R. 13 E., easterly, approximately 11,800 ft. to | |
AP 107 | at intersection with the northerly extension of the line between lots 1 and 2, sec.tion 36, T. 02 N., R. 13 E. (See Footnote 910); thence N. 18° E., approximately 390 ft. to |
AP 108 | at intersection with the Oregon-Washington state line; thence on said state line, N. 46° E., approximately 1,660 ft. to |
AP 109 | at intersection with the northeasterly easement line of the B.P.A.BPA transmission line; thence southerly, approximately 615 ft. to |
AP 1 | the Point of Beginning |
T. 03 N., R. 10 E. | |
AP 1 | Beginning at the intersection of the right bank of the Columbia River at Bonneville Normal Pool Elevation (B.N.P.E.), elevation 72 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29NGVD 1929) (BNPE) (See Footnote 1) and the southerly extension of the center line of Washington State Route 141 Alternate; Latitude: 45°43'41.0" N., Longitude: 121°31'15.9" W.; thence on said extended center line, northerly, approximately 135 ft. to |
AP 2 | at intersection with the northerly right-of-way line of Washington State Route 14; thence N. 48°49' E., approximately 380 ft. to |
AP 3 | at intersection with the 200-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 200-ft.foot contour line, northerly, approximately 990 ft. to |
AP 4 | at intersection with the westerly extension of the center line of Eyrie Road; thence ascending on the line of steepest uphill gradient, northeasterly, approximately 85 ft. to |
AP 5 | at intersection with the westerly line of Lot 4 of the Hatfield Estates Phase 1 Subdivision, as recorded at Auditor's File No. (A.F.N.AFN) 1076670, records of Klickitat County, Washington; thence on said westerly lot line, northerly, approximately 110 ft. to |
AP 6 | the southern terminus of the Urban Area Boundary line as locatedshown on Short Plat No. SPL 2004-32, as recorded at A.F.N.AFN 1055724, records of Klickitat County, Washington, and monumented with a 5/8" x 30" iron rod with red plastic cap inscribed "WA PLS 18028" (See Footnote 2); thence on said Urban Area Boundary line, N. 10°40'43" E. a distance of 54.49 ft. to |
AP 7 | an angle point on said Urban Area Boundary line, monumented with a 5/8" x 30" iron rod with red plastic cap inscribed "WA PLS 18028"; thence continuing on said Urban Area Boundary line, N 00° W. a distance of 816.27 ft. to |
AP 8 | an angle point on said Urban Area Boundary line monumented with a 5/8" x 30" iron rod with red plastic cap inscribed "WA PLS 18028"; thence continuing on said Urban Area Boundary line, N. 13°41'40" W. a distance of 268.57 ft. to |
AP 9 | at intersection with the northern terminus of said Urban Area Boundary line, as locatedshown on Short Plat No. SPL 2004-32, identical with the northerly line of Lot 1 of aforementioned Short Plat 2004-32 and monumented with a 5/8" x 30" iron rod with red plastic cap inscribed "WA PLS 18028"; thence on said northerly line and westerly extension thereof, N. 89°13'51" W., approximately 30 ft. to |
AP 10 | at intersection with the 400-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 400-ft.foot contour line, northerly, approximately 2,370 ft. to |
AP 11 | at intersection with the southerly line of Tax Parcel 03-10-1400-0010/00, as shown on Boundary Line Adjustment BLA 2007-12, as recorded at A.F.N.AFN 1072760, records of Klickitat County, Washington (See Footnote 3); thence on said southerly line, N. 89°39'47" E., approximately 80 ft. to |
AP 12 | at intersection with the top of prominent slope identical with the southern terminus of the Urban Area Boundary line as locatedshown on said BLA 2007-12; thence on said top of prominent slope identical with Urban Area Boundary line more specifically described by the following courses: N. 04°20'52" E. a distance of 170.41 ft. to |
AP 13 | thence N. 76°07'36" W. a distance of 214.10 ft. to |
AP 14 | thence N. 59°55'04" W. a distance of 104.74 ft. to |
AP 15 | thence N. 31°01'16" W. a distance of 105.06 ft. to |
AP 16 | thence N. 24°24'20" W. a distance of 30.49 ft. to |
AP 17 | thence N. 14°41'39" E. a distance of 242.87 ft. to |
AP 18 | thence N. 30°30'08" E. a distance of 51.48 ft. to |
AP 19 | thence N. 14°34'05" E. a distance of 367.33 ft. to |
AP 20 | thence N. 04°16'28" W. a distance of 100.55 ft. to |
AP 21 | thence N. 27°11'36" E. a distance of 267.87 ft. to |
AP 22 | thence N. 67°32'17" E. a distance of 165.79 ft. to |
AP 23 | thence S. 85°30'02" E. a distance of 121.14 ft. to |
AP 24 | thence N. 58°57'14" E. a distance of 156.82 ft. to |
AP 25 | thence N. 01°33'31" E. a distance of 123.13 ft. to |
AP 26 | at intersection with the northerly line of aforementioned Tax Parcel 03-10-1400-0010/00; thence on said northerly line, S. 89°34'06" W., approximately 50 ft.feet to |
AP 27 | at intersection with the 400-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 400-ft.foot contour line, northerly, approximately 200 feet to |
AP 28 | at intersection with the northerly extension of the west line of Lot 1, SP-91-12, as adjusted in aforementioned BLA 2007-12; thence Easteasterly, approximately 8,269 ft. to |
AP 29 (AP 198) | at intersection with the line between sec. 13, T. 03 N., R. 10 E., and sec. 18, T. 03 N., R. 11 E., identical with AP 198 of the Exterior Legal Boundary Descriptionwith an angle point in the Columbia River Gorge National Scenic Area Exterior Boundary and the line between section 13, T. 03 N., R. 10 E., and section 18, T. 03 N., R. 11 E.; thence continuing East, onidentical with said eExterior bBoundary, a distance of 1,189.0 feet tomore specifically described by the following courses: N. 90° E. a distance of 1,189.0 ft. to |
T. 03 N., R. 11 E. | |
AP 30 (AP 199) | thence across the easterly slope of Cemetery hill, South a distance of 773.0 ft. to |
AP 31 (AP 200) | thence descending, N. 90° E., approximately 1,430 ft. to |
AP 32 (AP 201) | at intersection with the N. and S. center line of sec.tion 18; thence on said N. and S. center line, S. 00°29'38" E., approximately 2,055 ft. to |
AP 33 (AP 202) | the 1/4 cor.ner between secs.tions 18 and 19 perpetuated with a 5/8" iron rod with aluminum cap driven into a 1" pipe as shown in Short Plat SP 97-16, recorded at A.F.N.AFN 1003866, records of Klickitat County, Washington; thence leaving saidthe aforementionedeExterior bBoundary line on the N. and S. center line of said sec.tion 19, S. 00°44'45" E., approximately 2,645 ft. to |
AP 34 | the center 1/4 cor.ner of sec.tion 19 perpetuated with a 6" concrete monument in a mound of stones with a 1-1/2" pipe and brass cap on top and a northeast cor.ner of the White Salmon city limits; thence S. 34°46' E., approximately 405 ft. to |
AP 35 | at intersection with the 800-ft.foot contour line (N.G.V.D. 29NGVD 1929); thence along said 800-ft.foot contour line, southeasterly, approximately 3,659 ft. to |
AP 36 | at intersection with the line between secs.tions 29 and 30; thence on the line between secs.tions 29 and 30, N. 01°37'52" E. or S. 01°37'52" W. to |
AP 37 | at intersection with the Urban Area Boundary line, as shown on survey recorded at A.F.N.AFN 1020245, records of Klickitat County, Washington, and monumented with a 5/8" x 30" iron rod with cap inscribed "OR 932 & WA 22098", as shown in said survey See Footnote 5); thence on said Urban Area Boundary line, S. 56°33'36" E. a distance of 570.80 ft. to |
AP 38 | a 5/8" x 30" iron rod with cap inscribed "OR 932 & WA 22098", as shown in said survey; thence continuing on said Urban Area Boundary line, S. 46°00'13" E. a distance of 397.66 ft. to |
AP 39 | a 5/8" x 30" iron rod with cap inscribed "OR 932 & WA 22098", as shown in said survey; thence continuing on said Urban Area Boundary line, as shown on survey recorded at A.F.N.AFN 1085112, records of Klickitat County, Washington, S. 45°06'55" E. a distance of 5,532.43 ft. (See Footnote 6) to |
AP 40 | at intersection with the line between secs.tions 28 and 29; thence leaving said Urban Area Boundary line as shown on A.F.N.AFN 1085112 on the line between secs.tions 28 and 29, S. 00°29'43" W., approximately 140 ft. to |
AP 41 | the cor.ner of secs.tions 28, 29, 32, and 33 perpetuated with an iron post in concrete with a brass cap on top set by the U.S. Army Corps of Engineers; thence S. 63°06' E., approximately 3,002 ft. to |
AP 42 [AP 55] | the north 1/16 cor.ner of sec.tion 33 monumented with a 5/8" x 30" iron rod, as shown in survey recorded at A.F.N.AFN 176093, records of Klickitat County, Washington, identical with AP 55 of the Burdoin Mountain Special Management Area (SMA) Legal Boundary Description; thence on the E. and W. center line of the NE1/4 of sec.tion 33, on said SMA Boundary, S. 88°34'53" E. a distance of 1,933.17 ft. to |
AP 43 [AP 54] | the center E-NE 1/64 cor.ner of sec.tion 33; thence on the N. and S. center line of the SE1/4 of the NE1/4 of sec.tion 33, S. 01°11'20" W. a distance of 1,321.01 ft. to |
AP 44 [AP 53] | the center E-E 1/64 cor.ner of sec.tion 33; thence S. 01°07'34" W., approximately 1,206 ft. to |
AP 45 [AP 52] | at intersection with the aforementioned right bank of the Columbia River at B.N.P.E.BNPE; thence leaving the aforementioned SMA Boundary, along said right bank at B.N.P.E.BNPE, westerly, approximately 7,419 ft. to |
AP 46 | at intersection with the easterly mouth of the Bingen Marina; thence crossing said mouth of the Bingen Marina, S. 64°39' W., approximately 278 ft. to |
AP 47 | at intersection with said right bank at B.N.P.E.BNPE; thence along said right bank at B.N.P.E.BNPE, westerly, approximately 8,739 ft. to |
AP 48 | at intersection with the south side of the mouth of the S.D.S. Lumber Co. Harbor; thence crossing said mouth, N. 08°03' W., approximately 1,893 ft. to |
AP 49 | at intersection with the west line of the E.S. Joslyn Donation Land Claim and said right bank at B.N.P.E.BNPE; thence along said right bank at B.N.P.E.BNPE, westerly, approximately 11,389 ft. to |
AP 1 | the Point of Beginning. |
T. 02 N., R. 15 E., Klickitat County | |
AP 1 | Beginning on the line between secs.tions 16 and 17 at the intersection with the right bank of the Columbia River at The Dalles PoolLake Celilo Normal Pool Elevation (T.D.N.P.E.), elevation 160 ft., National Geodetic Vertical Datum of 1929 (N.G.V.D. 29NGVD 1929) (LCNPE) (See Footnote 1); Latitude: 45°39'39" NW., Longitude: 120°56'48.8" WN.; thence on the line between secs.tions 16 and 17, N. 00°19'40" E., approximately 1,710 ft. to |
AP 2 | the cor.ner to secs.tions 8, 9, 16, and 17; thence on the line between secs.tions 8 and 17, westerly, approximately 260 ft. to |
AP 3 | at intersection with the center line of Washington State Route 14; thence on said center line, westerly, approximately 5,675 ft. to |
AP 4 | at intersection with the line between secs.tions 17 and 18; thence on the line between secs.tions 17 and 18, N. 00°23'54" E., approximately 840 ft. to |
AP 5 | the cor.ner to secs.tions 7, 8, 17, and 18, said point being perpetuated with an iron post with a brass cap on top set by the U.S. Army Corps of Engineers; thence on the line between secs.tions 7 and 8, N. 01°08'56" W., approximately 410 ft. to |
AP 6 | at intersection with a line offset North of the line between secs.tions 7 and 18 extending E. and W. through the northmost cor.ner of Lot 4 of Short Plat SP 90-05 as recorded October 20, 1990 at Auditor's File No.umber (A.F.N.AFN) 220700 (Vol. 2 of Short Plats, Pg. 60), records of Klickitat County Washington (See Footnote 2); thence parallel with and approximately 900 ft. northerly, of said line between secs.tions 7 and 18, N. 89°17'16" W., approximately 3,315 ft. to |
AP 7 | at northmost cor.ner of said Lot 4; thence continuing parallel with said sec.tion line, N. 89°17'16" W., approximately 1,300 ft. to |
AP 8 | at intersection with the northerly extension of the west line of Lot 1 of said Short Plat SP 90-05; thence along said extension, identical with the west line of said Short Plat SP 90-05, and the southerly extension thereof, S. 00°00'00" W. a distance of 1,957 ft. to |
AP 9 | thence easterly approximately 3,710 ft. to |
AP 10 | at intersection with an unnamed drainageravine, identical with the 400-ft.foot contour line (N.G.V.D.NGVD 1929) (See Footnote 3); thence downstream along said unnamed drainageravine, southeasterly, approximately 710 ft. to |
AP 11 | the point at which the natural drainageravine becomes a manmade channel, identical with the northwest cor.ner of Lot 3, Short Plat G-18 as recorded May 15, 1975 at A.F.N.AFN 152475, records of Klickitat County Washington (See Footnote 4); thence on the westerly line of said Lot 3, S. 25°20'23" E. a distance of 146.68 ft. to |
AP 12 | at intersection with the toe of Talus slope as shown on survey for Gloria Flock recorded November 29, 2011 at A.F.N.AFN 1095717 records of Klickitat County Washington; thence leaving said westerly line along said toe of talus slope, S. 17°52'03" E. a distance of 202.54 ft. to |
AP 13 | at intersection with center of a seasonal drainageravine; thence continuing along said toe of talus slope, and identical with said seasonal drainageravine, S. 16°53'09" E. a distance of 86.92 ft. to |
AP 14 | thence S. 31°07'03" E. a distance of 67.15 ft. to |
AP 15 | thence leaving said toe of talus slope, continuing identical with said center of seasonal drainageravine, southeasterly, approximately 175 ft. to |
AP 16 | at intersection with the E. and W. center line of sec.tion 18; thence parallel with the line between secs.tions 17 and 18, S. 00°23'56" W., approximately 1,025 ft. to |
AP 17 | at intersection with aforementioned right bank of the Columbia River at LCNPET.D.N.P.E.; thence along said right bank at LCNPET.D.N.P.E., northeasterly, approximately 6,000 ft. to |
AP 1 | the Point of Beginning. |