GENERAL ASSEMBLY OF NORTH CAROLINA

SESSION 1999

H	2 

HOUSE BILL 1587
Committee Substitute Favorable 6/6/00

Short Title:  Seagrove Annexation.	(Local)

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Sponsors:

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Referred to: 

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May 18, 2000

A BILL TO BE ENTITLED
AN ACT TO ANNEX A DESCRIBED AREA TO THE CORPORATE LIMITS OF THE TOWN OF SEAGROVE AND PROVIDE THAT IT SHALL NOT BE CONSIDERED IN CALCULATING THE MAXIMUM AMOUNT OF SATELLITE ANNEXATIONS ALLOWED FOR THAT TOWN.
The General Assembly of North Carolina enacts:
Section 1. The corporate limits of the Town of Seagrove are extended to include so much of the following described area that is not already in the corporate limits:
BEGINNING at a point in the centerline of Seagrove Plank Road (NCSR 2846), said point being located North 22° 19' 01”East 47.40 feet from the intersection of Bennett Farm Road (NCSR 2848) with Seagrove Plank Road (NCSR 2846); thence from said beginning point along the centerline of Seagrove Plank Road as it curves to the left a chord course and distance of North 18° 56' 48”East 294.05 feet and a radius of 2,774.250 feet to a point; thence continuing along the centerline of Seagrove Plank Road North 16° 38' 16”East 236.40 feet to a point, the southwest corner of Gary Callicutt; thence along the southern line of Gary Callicutt South 73° 06' 24”East 404.71 feet, crossing an existing iron pipe at 30.84 feet to an existing iron pipe, the southeast corner of Gary Callicutt; thence along the eastern line of Gary Callicutt North 16° 56' 32”East 164.77 feet to an existing iron pipe in the southern line of Lonnie Blackmon; thence along the southern line of Lonnie Blackmon the following courses and distances:  South 72° 58' 13”East 94.81 feet to an existing iron rod and South 84° 11' 03”East 292.94 feet to an existing iron rod, the southeast corner of Blackmon and the southwest corner of Annie Jorgensen; thence along the southern line of Jorgensen the following courses and distances: South 84° 09' 45”East 1,197.14 feet to an existing angle iron; thence along the eastern line of Jorgensen North 24° 10' 18”East 647.02 feet to an existing iron pipe in the southern line of Cicero Bennett and in a branch; thence along the branch the following courses and distances: South 14° 24' 52”East 29.22 feet, South 88° 51' 24”East 80.18, South 47° 37' 27”East 73.37, South 26° 56' 34”East 50.15, South 70° 29' 42”East 108.61 feet, North 81° 22' 43”East 40.12 feet, South 88° 40' 25”East 64.64 feet, South 74° 13' 02”East 76.80 feet, South 74° 55' 08”East 94.22 feet and South 87° 20' 12”East 88.76 feet to a point in Fork Creek; thence along Fork Creek the following courses and distances: South 33° 17' 42”West 28.98 feet, South 64° 11' 20”West 56.21 feet, South 25° 54' 45”West 130.07 feet, South 14° 43' 37”West 50.58 feet, South 37° 07' 39”West, 152.04 feet, South 17° 19' 01”West 96.18 feet, South 07° 57' 19”East 93.04 feet, South 29° 50' 54”West 57.63 feet, South 88° 37' 18”West 55.27 feet, South 05° 39' 19”West 68.01 feet, South 86° 17' 47”West 43.63 feet, South 48° 33' 01”West 70.01 feet, South 04° 06' 23”East 29.26 feet, South 53° 41' 07”West 30.35 feet, South 08° 52' 52”West 65.70 feet, South 14° 09' 18”East 41.67 feet, South 52° 52' 26”West 38.74 feet, South 31° 45' 35”East 24.64 feet, South 01° 10' 31”West 28.91 feet and South 35° 31' 10”West 6.22 feet to a point in the line of James Graves; thence along the line of James Graves line the following courses and distances:  North 87° 59' 58”West 303.80 feet, crossing an existing 36”poplar, to a new iron pipe, South 36° 03' 49”West 387.19 feet to a new iron pipe at stone in fence line and North 82° 23' 58”West 874.21 feet to an existing stone, the northeast corner of Paul Payne (Book 947, Page 22); thence along the northern line of Paul Payne North 82° 24' 57”West 379.97 feet to an existing stone and North 82° 45' 43”West 232.77 feet to an existing stone in the eastern line of Zeb Lindsay; thence along the eastern line of Lindsay North 06° 10' 57”East 206.39 feet to an existing stone; thence along the northern line of Zeb Lindsay in part and the northern line of Paul Payne (Book 879, Page 37) in part North 83° 22' 37”West 606.83 feet, crossing an existing angle iron at 576.09 feet, to the BEGINNING containing 49.178 acres, more or less, all according to a survey for H. Clay Presnell Estate by Steven D. Brown, RLS dated May 14, 1994 designated as Job No. 94024. 
Section 2.  In calculating the maximum area allowed for satellite corporate limits under G.S. 160A-58.1(b)(5), the entire territory described in Section 1 of this act is excluded.
Section 3.  This act becomes effective June 30, 2000.