hb1474_HB_1474_AP_4.html
06 LC 38 0044/AP
House Bill 1474 (AS PASSED HOUSE AND SENATE)
By: Representative May of the 111th

A BILL TO BE ENTITLED
AN ACT

To amend an Act creating a new charter for the City of Monroe, approved April 8, 1971 (Ga. L. 1971, p. 3221), as amended, so as to revise certain provisions relating to quorum requirements; to change and extend the corporate limits of the City of Monroe; to provide for a new Article VI, relating to municipal utilities; to provide for related matters; to repeal conflicting laws; and for other purposes.

BE IT ENACTED BY THE GENERAL ASSEMBLY OF GEORGIA:

SECTION 1.
An Act creating a new charter for the City of Monroe, approved April 8, 1971 (Ga. L. 1971, p. 3221), as amended, is amended by striking subsection (b) of Section 2.05 and inserting in its place a new subsection (b) of Section 2.05 to read as follows:
"(b) The council shall exercise its powers only in public meetings. Four members of the council and the mayor, or in the mayoŕs absence the vice mayor, shall constitute a quorum authorized to transact city business. Voting on adoption of ordinances shall be taken by voice vote and the ayes and nays shall be recorded in the minutes, but any member shall have the right to request a roll-call vote. The affirmative vote of a majority of members present constituting a quorum shall be required for the adoption of an ordinance or a resolution except as otherwise provided in this charter."

SECTION 2.
Said Act is further amended by striking in its entirety Article VI and inserting in its place a new Article VI to read as follows:

"ARTICLE VI
MUNICIPAL UTILITIES
SECTION 6.01.
Powers of the council.

The council shall have authority and power to acquire, hold, build, extend, equip, maintain, and operate a system of waterworks, electric light and power, sewerage, natural gas distribution for municipal purposes, and cable television systems and telecommunications services and to establish rates and charge fees for services rendered in any of said systems; to finance any of said systems through appropriate bond issues in accordance with the laws of Georgia; to exercise the power of eminent domain in regard to any of said systems, both inside and outside the corporate limits; and to contract to furnish any of the services of said systems to consumers outside the corporate limits of the City of Monroe.

SECTION 6.02.
Power to obtain land and use of land.

The City of Monroe shall have the right, easement, and franchise of laying the necessary mains, pipes, conduits, drains, and other reasonable or necessary appurtenances for the purpose of extending any of the above systems across any land inside or outside the corporate limits of said city by exercise of the power of eminent domain and along the highways in the County of Walton without cost.

SECTION 6.03.
Protection.

The council may provide by ordinance for the protection of water basin and watershed from which the water supply is taken, to prevent contamination thereof, and to protect any of the systems provided for in this article, including the mains, pipes, conduits, and appurtenances thereto, whether situated inside or outside the corporate limits of the City of Monroe.

SECTION 6.04.
Expansion fund.

Five percent of the gross revenue received per month from the operation of any utility systems shall be placed in a reserve fund separate from all other funds. The money in this fund shall be used for expansion or major maintenance and repair expense of any of the citýs utility systems, provided that the aggregate amount in this fund for any given year shall not exceed 40 percent of the gross receipts for the previous year.

SECTION 6.05.
Alienation of utility systems; limits.

The systems provided for in this article shall not be sold, leased, or otherwise transferred or disposed of unless authorized by a vote of two-thirds of the registered voters of the City of Monroe voting at an election for such purpose, to be held in accordance with Georgia law; provided, however, that said two-thirds so voting shall not be less than a majority of all of the registered voters of said city; provided, further, that the council shall be free to authorize disposal of equipment deemed obsolete or no longer usable.

SECTION 6.06.
Franchise.

In lieu of taxes or contributions, 5 percent of the gross revenue from the receipts of the utilities shall be paid monthly to the general fund of the city. Gross revenues shall be defined as sales revenue less bad debt expense and less utility subsidies provided to facilities of the City of Monroe and all subdivisions thereof. Electric sales revenue derived from sales of electricity to customer choice loads, as defined in Code Section 46-3-1 of the O.C.G.A., shall be excluded from these computations. These funds shall be used for any purpose which is considered a permissible use of the citýs own revenues under applicable state and local law.

SECTION 6.07.
Power and authority for community antenna television services
and telecommunications services.

The City of Monroe is authorized and empowered to acquire, hold, build, extend, equip, maintain, and operate a community antenna television services system and telecommunications services system as are deemed wise and necessary by the mayor and council and limited only by general law of the State of Georgia and the Constitution of the State of Georgia. The mayor and council may prescribe the rates, affairs, regulations and standards, and conditions of the service applicable to the service to be provided, insofar as not in conflict with any rules and regulations enacted by the Public Service Commission; may exercise such powers as are necessary to operate said systems, both inside and outside the corporate limits of the City of Monroe; and may contract to furnish any of the services to said systems to consumers both inside and outside the corporate limits of the City of Monroe."

SECTION 3.
Said Act is further amended by striking appendix A to Section 1.02 and inserting in its place a new appendix A, which shall be attached to Section 1.02 and incorporated therein, to read as follows:
"The corporate limits of the City of Monroe shall include all that territory lying and being in the state of Georgia, county of Walton and being further described as follows, to wit: Commencing at a point, said point being the center of the original Walton County Court House located east of Broad Street and south of Spring Street; thence S 86º 41Ν 03Ο W a distance of 9,240.00 feet (1.75 miles) to a nail and cap on the centerline of East Church Street, formerly State Route 83, said nail and cap being the point of beginning; thence from the point of beginning in a southerly direction 263 feet, more or less, along an arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet to a point on the south property line of a parcel now or formerly owned by Gary L. Durham, said parcel being recorded on page 449 of Walton county deed book 830; thence N 72º 33Ν 01Ο E 130 feet, more or less, to a 1/2 inch diameter reinforcing bar, said bar being the southeast corner of the aforementioned Gary L. Durham parcel; thence N 26º 08Ν 01Ο W 163.00 feet to a 1/2 inch diameter rod on the southerly right-of-way of East Church Street, formerly State Route 83, said street having an 80 foot right-of-way width; thence northeasterly along the southerly right-of-way of East Church Street, said street having an 80 foot right-of-way, 801.06 feet to a point, said point being the northeasterly corner of a parcel recorded on page 470 of Walton county deed book 112; thence S 18º 30Ν 00Ο E 1,864.49 feet along the aforementioned property line to the center of Grubby Creek; thence along the centerline of Grubby Creek, 1,401.3 feet, more or less, to a point, said point being the southwest corner of a parcel now or formerly owned by John C. Nunnally recorded on page 298 of Walton county deed book 106, said creek centerline end points being connected by a traverse line with the following courses; S 80º 29Ν 48Ο W 8.85 feet, N 86º 03Ν 21Ο W 106.77 feet, N 53º 15Ν 17Ο W 27.62 feet, N 51º 22Ν 34Ο W 44.35 feet, N 81º 57Ν 41Ο W 36.29 feet, S 66º 49Ν 53Ο W 71.84 feet, N 75º 23Ν 34Ο W 32.26 feet, N 72º 04Ν 00Ο W 40.08 feet, N 62º 40Ν 45Ο W 39.22 feet, N 78º 40Ν 39Ο W 41.53 feet, S 84º 50Ν 39Ο W 44.13 feet, S 62º 16Ν 35Ο W 101.28 feet, N 81º 08Ν 02Ο W 67.84 feet, S 85º 21Ν 16Ο W 60.56 feet, S 33º 22Ν 57Ο W 100.05 feet, S 57º 25Ν 19Ο W 69.53 feet, S 72º 28Ν 34Ο W 14.42 feet, S 79º 33Ν 33Ο W 40.25 feet, S 47º 50Ν 46Ο W 25.89 feet, S 53º 45Ν 38Ο W 26.58 feet, S 02º 20Ν 49Ο W 67.69 feet, S 53º 00Ν 06Ο W 27.01 feet, S 28º 50Ν 35Ο W 25.93 feet, S 63º 19Ν 55Ο W 44.13 feet, N 73º 32Ν 19Ο W 24.56 feet, S 43º 35Ν 48Ο W 18.16 feet, S 31º 50Ν 38Ο W 45.04 feet, S 86º 10Ν 55Ο W 22.19 feet, and S 42º 08Ν 47Ο W 41.48 feet; thence N 30º 32Ν 55Ο W 638.31 feet to a 1/2 inch diameter conduit; thence N 60º 05Ν 06Ο E 142.56 feet to a 1/2 inch diameter conduit; thence N 28º 25Ν 41Ο W 375 feet, more or less, to the intersection point with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence 12,376 feet, more or less, along the aforementioned arc crossing Poplar Street, Pannell Road, Madison Avenue and Georgia Highway 11 to a point on the easterly property line of a tract now or formerly owned by Timberline Development, LLC; thence S 32º 08Ν 05Ο E along the aforementioned easterly property line 244 feet, more or less, to a point on the northerly right-of-way of a Georgia Railroad spur track, said track having a 50 foot right-of-way width; thence along the aforementioned spur track right-of-way on an arc 102.36 feet, said arc having a chord of S 40º 58Ν 21Ο W and a radius of 1,171.43 feet to a point; thence continuing along the spur track right-of-way S 38º 28Ν 00Ο W 259.95 feet to a point; thence continuing along the spur track right-of-way on an arc 394.53 feet to a point, said arc having a chord of S 48º 28Ν 00Ο W 392.53 feet and a radius of 1,130.22 feet; thence continuing along the spur track right-of-way S 58º 28Ν 00Ο W 36.51 feet to a 1/2 inch diameter reinforcing bar; thence N 16º 30Ν 24Ο W 439.56 feet along the westerly property line of the aforementioned Timberline Development LLC tract to a 1/2 inch diameter conduit on the southerly right-of-way of Vine Street, said street having a 80 foot right-of-way width; thence northwesterly across Vine Street, said street having an 80 foot right-of-way width, to an iron pin on the northerly right-of-way of Vine Street, said pin being the southwest property corner of a 21.49 acre parcel now or formerly owned by Universal-Rundle Corporation; thence N 72º 55Ν W 442.2 feet to an iron pin; thence S 67º 46Ν W 99.1 feet to an iron pin; thence N 31º 10Ν W along the westerly property line of the aforementioned Universal-Rundle Corporation parcel 248 feet, more or less, to the intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence northwesterly 2,170 feet, more or less, along said arc to point on the southern property line of a tract of land known as parcel 14 on Walton county tax map M8; thence southwesterly 446 feet, more or less, along the aforementioned southern property line to a 1/2 inch diameter reinforcing bar, said bar being the common rear corner of lot 40, now or formerly owned by Taber, and lot 41, now or formerly owned by Hamm, of the Meadow Brook Estates Subdivision; thence northwesterly 479 feet, more or less, along the eastern boundary of Meadow Brook Subdivision to its intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence northwesterly 174 feet, more or less, along said arc to its intersection with the extended eastern right-of-way of Golfview Terrace, said terrace having a 50 foot right-of-way width; thence southwesterly along the eastern extended right-of-way of the aforementioned Golfview Terrace to a point on the northern right-of-way of Oakland Ridge, said ridge having a 50 foot right-of-way width; thence across Oakland Ridge to the intersection of the southerly right-of-way of Oakland Ridge with the easterly right-of-way of Golfview Terrace, both having 50 foot right-of-way widths; thence southwesterly 230 feet along the easterly right-of-way of Golfview Terrace to a point, said point being the northwestern corner of lot 2 of Section B of Country Club Estates Subdivision; thence southeasterly 62.9 feet along the northerly property line of lot 2 of Section B of Country Club Estates Subdivision to a point; thence southeasterly 200 feet along the property line of lot 2 of Section B of Country Club Estates Subdivision to the common corner of lots 2 and 3 2 of Section B of Country Club Estates Subdivision; thence southerly 310.7 feet along the rear property lines of lots 3, 4 and 5 of Section B of Country Club Estates Subdivision to a point; thence southeasterly 200 feet along the rear property lines of lots 7 and 8 of Meadow Brook Estates Subdivision to a point; thence southwesterly along the common property line for lots 8 and 9 of Meadow Brook Estates Subdivision to a point on the right-of-way of Golfview Terrace, said terrace having a 50 foot right-of-way width; thence southwesterly across the aforementioned Golfview Terrace to a point, said point being the northeastern corner of lot 13 of Section A of Country Club Estates Subdivision; thence southwesterly 189 feet to a point, said point being the southeastern corner of lot 13 of Section A of Country Club Estates Subdivision; thence southeasterly 668 feet, more or less, along the common boundary between Tract 2 of the Country Club Estates Subdivision and Meadow Brook Estates Subdivision to the centerline of an unnamed tributary of Mountain Creek; thence along the centerline of the unnamed tributary of Mountain Creek 515 feet, more or less, to a point on the northerly right-of-way of Vine Street, said street having a right-of-way width of 80 feet; thence S 78º 48Ν W 130 feet along the northerly right-of-way of Vine Street to a point; thence S 73º 36Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 73º 25Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 73º 43Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 78º 21Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 82º 51Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 86º 22Ν W 100 feet along the northerly right-of-way of Vine Street to a point; thence S 88º 47Ν W 309.3 feet along the northerly right-of-way of Vine Street to a point, said point being the intersection of the northerly right-of-way of Vine Street with the easterly right-of-way of Alcovy Street, said street having a 60 foot right-of-way width; thence N 05º 02Ν E 171.7 feet along the easterly right-of-way of Alcovy Street to a point; thence N 13º 09Ν E 100 feet along the easterly right-of-way of Alcovy Street to a point; thence N 16º 00Ν E 30.9 feet, more or less, to a point, said point being the northwest corner of lot 25A of Tract 3 of Country Club Estates Subdivision; thence northwesterly across Alcovy Street to a point on the western right-of-way of Alcovy Street, said point being the southeastern corner of lot 1, Block B, Unit I, of the Fairway Estates Subdivision; thence N 69º 17Ν 14Ο W 434.44 feet along the boundary of Unit 1 of Fairway Estates Subdivision to a point; thence S 73º 21Ν 08Ο W 561.23 feet along the boundary of Unit 1 of Fairway Estates Subdivision to a point; thence S 60º 15Ν 01Ο W 726.41 feet along the boundary of Unit 1 of Fairway Estates Subdivision to a point; thence N 29º 44Ν 59Ο W 470.00 feet along the boundary of Unit 1 of Fairway Estates Subdivision to a point, said point being the northwest corner of lot 9, Block A, Unit 1, of the Fairway Estates Subdivision; thence S 59º 30Ν W 1,594.51 feet along the southern property line of a tract now or formerly owned by the Monroe Golf and County Club to an iron pin; thence S 59º 30Ν W 137.0 feet to a point on the centerline of Mountain Creek; thence northeasterly along the centerline of Mountain Creek to a point on the southerly right-of-way of Ammons Bridge Road, said road having a 50 foot right-of-way width, said creek centerline being generally defined by a line N 03º 36Ν E 1,345 feet in length; thence along the southerly right-of-way of Ammons Bridge Road to an iron pin, said pin being S 86º 27Ν W 630 feet from the intersection of the southerly right-of-way of Ammons Bridge Road with the centerline of Mountain Creek; thence northeasterly along the southern right-of-way of Ammons Bridge Road to and iron pin, said pin being the northwest corner of a parcel of land now or formerly owned by Roy Thomas known as 820 Ammons Bridge Road, said pin being N 54º 16Ν E 1,300 feet from the previously described iron pin on the southerly right-of-way of Ammons Bridge Road; thence northeasterly along the curved southern right-of-way of Ammons Bridge Road to an iron pin marking the northeast corner of the aforementioned Thomas property, said right-of-way arc being defined by a chord N 24º 38Ν E 328.4 feet; thence northwesterly across Ammons Bridge Road to an 1/2 inch diameter aluminum pin on the northerly right-of-way of Ammons Bridge Road, said road having a 70 foot right-of-way width, said aluminum pin being the southerly corner of a tract now or formerly owned by Neal Bolton and John Head, III; thence N 32º 40Ν 55Ο W 950.32 feet to a 1/2 inch diameter reinforcing bar; thence S 58º 41Ν 54Ο W 156.71 feet to a 1 1/2 inch diameter open top iron pin; thence N 07º 55Ν 51Ο W 731.79 feet to a 2 inch diameter open top iron pin; thence N 18º 15Ν 24Ο W 695.20 feet to an 1 inch diameter open top iron pin; thence N 78º 04Ν 14Ο W 615 feet, more or less, to a point, said point being the northeast corner of Heritage Park Subdivision; thence S 03º 12Ν 26Ο W 859.73 feet to a 1 1/2 inch diameter open top iron pin; thence S 18º 25Ν 44Ο E 724.37 feet to a 2 inch diameter open top iron pin; thence S 08º 27Ν 42Ο W 637.28 feet to a 2 inch diameter open top iron pin; thence S 29º 56Ν 04Ο W 999.43 feet to a 2 inch diameter open top iron pin; thence N 30º 26Ν 27Ο W 2,832.87 feet to an axel on the southerly right-of-way of Michael Etchison Road, said road having an 80 foot right-of-way width; thence N 30º 26Ν 27Ο W 80 feet, more or less, across Michael Etchison Road to a point on the northern right-of-way of Michael Etchison Road; thence generally northerly 2,709 feet, more or less, along the western right-of-way of Michael Etchison Road crossing Michael Etchison Circle and continuing to the intersection of the westerly right-of-way with the extended northern boundary of Evergreen Estates Subdivision; thence S 85º 44Ν 11Ο E across Michael Etchison Road to a point on the easterly right-of-way of Michael Etchison Road, said road having an 80 foot right-of-way width; thence S 85º 44Ν 11Ο E 1,140 feet, more or less, along the northerly property line of Evergreen Estates Subdivision to the intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence continuing 4,096 feet, more or less, along the arc described in the last course to the intersection of the arc with the southerly right-of-way of Michael Etchison Road, said road having a 40 foot right-of-way width; thence northwesterly 362 feet, more or less, along the southern right-of-way of Michael Etchison Road to a conduit iron pin, said pin being the easterly corner of a 1.749 acre parcel now or formerly owned by H. Ben Doster, Jr., R. D. Hester, Jr. and William B. Snipes, Jr.; thence S 33º 25Ν 54Ο W 250.18 feet to a conduit iron pin, said pin being the southern corner of the aforementioned Doster, Hester & Snipes property; thence N 53º 34Ν 10Ο W 300.00 feet to a conduit iron pin on the southerly right-of-way of Georgia Highway 138, said highway having a 130 foot right-of-way width; thence southwesterly 583 feet, more or less, along an arc being the southern right-of-way of Georgia Highway 138, said arc having a radius of 3,884.72 feet, to a point radially across from the southeast corner of a 10.00 acre parcel now or formerly owned by Harvie J. Ewing, Jr.; thence northwesterly 130.00 feet across Georgia Highway 138 to a 1/2 inch diameter reinforcing bar, said bar being the aforementioned southeast Ewing property corner; thence N 57º 11Ν 27Ο W 600.00 feet to a 1/2 inch diameter reinforcing bar, said bar being the northwest corner of the aforementioned Ewing property; thence N 35º 34Ν 18Ο E 703.10 feet to a 1/2 inch diameter reinforcing bar; thence N 31º 03Ν 18Ο E 401.11 feet to a 1/2 inch diameter reinforcing bar; thence N 60º 10Ν 03Ο W 111.17 feet to a point; thence N 06º 30Ν 08Ο E 513.31 feet to point; N 32º 04Ν 37Ο E 462.65 feet to a point on the southerly right-of-way of Georgia Highway 10; thence northwesterly along the western right-of-way of Georgia Highway 10 2,105 feet, more or less, to a point, said point being the northeasterly corner of a parcel known as parcel 13 on Walton County tax map 55; thence northeasterly 350 feet, more or less, across Georgia Highway 10 to a Georgia Department of Transportation right-of-way monument, said monument being on the eastern right-of-way of Georgia Highway 10 and the southern right-of-way of U.S. Highway 78; thence N 60º 38Ν 49Ο E 102.07 feet to a Georgia Department of Transportation right-of-way monument; thence S 79º 05Ν 05Ο E 300.22 feet to a Georgia Department of Transportation right-of-way monument; thence S 79º 49Ν 53Ο E 218.02 feet to a Georgia Department of Transportation right-of-way monument; thence S 80º 03Ν 16Ο E 184.75 feet to a Georgia Department of Transportation right-of-way monument; thence N 10º 03Ν 14Ο E 5.00 feet to a point; thence S 80º 05Ν 51Ο E 88.52 feet to a point; thence along a curve 692.36 feet to a point, said curve having a chord of S 85º 00Ν 46Ο E 691.46 feet and a radius of 3,914.72 feet; thence N 89º 54Ν 17Ο E 534.82 feet to a Georgia Department of Transportation right-of-way monument; thence S 89º 59Ν 00Ο E 199.85 feet to a Georgia Department of Transportation right-of-way monument; thence S 00º 43Ν 46Ο W 14.96 feet to a Georgia Department of Transportation right-of-way monument; thence S 89º 49Ν 47Ο E 99.90 feet to a point; thence S 00º 04Ν 46Ο E 64.51 feet to a point; thence N 89º 55Ν 14Ο E 150.00 feet to a point, said point being on the centerline of Mountain Creek; thence generally in a southerly direction along the centerline of Mountain Creek defined by the following courses; S 21º 53Ν 44Ο E 33.49 feet to a point; S 00º 57Ν 18Ο E 18.39 feet to a point; S 34º 17Ν 30Ο W 13.59 feet to a point; S 63º 02Ν 17Ο W 26.14 feet to a point; S 42º 28Ν 43Ο W 26.27 feet to a point; S 24º 36Ν 33Ο W 42.67 feet to a point; S 14º 39Ν 32Ο E 165.72 feet to a point; S 25º 45Ν 00Ο W 295.54 feet to a point; S 12º 55Ν 00Ο E 453.38 feet to a point; S 31º 20Ν 00Ο W 207.41 feet to a point and S 43º 34Ν 00Ο E 197.20 feet to a point, said point being the intersection of the centerline of Mountain Creek with the property line of a 33.65 acre parcel on the northeast corner of the intersection of Georgia Highway 10 and Georgia Highway 138; thence N 83º 51Ν 00Ο E 127.20 feet to a point on the northerly right-of-way of Georgia Highway 138; thence southeasterly 180 feet, more or less, across Georgia Highway No. 138 to a Georgia Department of Transportation right-of-way monument; thence N 35º 11Ν 02Ο E 283.36 feet along the southerly right-of-way of Georgia Highway 138 to a Georgia Department of Transportation right-of-way monument; thence 308.55 feet along a curve to a Georgia Department of Transportation right-of-way monument, said curve having a chord of N 38º 08Ν 27Ο E 308.39 feet and a radius of 2,792.22 feet; thence N 47º 43Ν 28Ο W 9.77 feet to a Georgia Department of Transportation right-of-way monument; thence 294.63 feet along a curve to a Georgia Department of Transportation right-of-way monument, said curve having a chord of N 44º 16Ν 52Ο E 294.49 feet and a radius of 2,802.22 feet; thence S 43º 12Ν 58Ο E 9.98 feet to a Georgia Department of Transportation right-of-way monument; thence 1,292 feet, more or less, along a curve being the southerly right-of-way of Georgia Highway 138, said curve being defined by a chord N 54º 01Ν 00Ο E 649.63 feet and a radius of 2,792.22 feet, to the intersection of the curve with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 7,920.00 feet (1.5 miles); thence 929 feet, more or less, along the aforementioned arc to its intersection with an arc on the northerly right-of-way of Ramp 'D' of Georgia Highway 10 (also known as U.S. Highway 78); thence southeasterly along the northerly right-of-way of Ramp 'D' of Georgia Highway No. 10 to a point, said arc being defined by a chord S 49º 32Ν 20Ο W 497.81 feet and a radius of 1,024.93 feet; thence S 54º 30Ν 58Ο E 15.00 feet to a point; thence 24.98 feet along an arc to a point, said arc being defined by a chord of S 34º 46Ν 31Ο W 24.98 feet and a radius of 1,009.93 feet; thence S 34º 04Ν 00Ο W 144.77 feet to a point, said point being the intersection of the right-of-way of Ramp 'D' with the northerly right-of-way of Georgia Highway 10; thence 371.34 feet along the northerly right-of-way of Georgia Highway 10 on an arc, said arc being defined by a chord of S 88º 26Ν 49Ο W 371.27 feet and a radius of 5,639.58 feet; thence S 00º 20Ν 00Ο W 5.00 feet to a point; thence N 89º 40Ν 00Ο W 330.40 feet to a point; thence N 00º 20Ν 00Ο E 30.00 feet to a point; thence N 89º 40Ν 00Ο W 150.00 feet to a point; thence N 00º 20Ν 00Ο E 55.00 feet to a point; thence N 89º 40Ν 00Ο W 247.07 feet to a point on the centerline of Mountain Creek; thence 2,850 feet, more or less, along the centerline of Mountain Creek to a point, said creek centerline end points being connected by a traverse line with the following courses; N 81º 43Ν 41Ο W 163.89 feet, N 29º 31Ν 14Ο W 143.41 feet, N 24º 44Ν 22Ο E 285.52 feet, N 37º 07Ν 02Ο E 326.09 feet, N 13º 05Ν 09Ο E 235.27 feet, N 25º 08Ν 29Ο E 169.39 feet, N 13º 43Ν 34Ο E 231.18 feet, N 33º 48Ν 08Ο E 138.95 feet, N 03º 12Ν 10Ο E 277.17 feet, N 04º 09Ν 03Ο E 264.35 feet, N 03º 37Ν 26Ο E 160.77 feet, and N 08º 09Ν 07Ο W 184.55 feet, thence N 32º 03Ν 21Ο W 2,885.00 feet to a 1 1/2 inch solid rod marking the common corner of Land Lots 27, 28, 41 and 42; thence along the line common to Land Lots 27 and 28 S 60º 39Ν 16Ο W 767.40 feet to an iron pin on the easterly right-of-way of Cedar Ridge Road, said road having a 70 foot right-of-way; thence across Cedar Ridge Road along the line common to Land Lots 27 to an iron pin on the westerly right-of-way of Cedar Ridge Road; thence along the line common to Land Lots 27 S 60º 42Ν 47Ο W 1,018.51 feet to a 1 inch open top pipe; thence S 30º 05Ν 18Ο E 503.30 feet to the centerline of an unnamed branch tributary to the Alcovy River; thence along the centerline of the aforementioned branch and a ditch 2,990 feet, more or less, to a point in the center of the Alcovy River, said branch and ditch centerline end points being connected by a traverse line with the following courses; S 73º 57Ν 45Ο W 152.10 feet, S 82º 48Ν 11Ο W 148.77 feet, N 88º 56Ν 49Ο W 182.42 feet, S 61º 16Ν 42Ο W 159.10 feet, S 60º 15Ν 31Ο W 298.82 feet, S 48º 16Ν 01Ο W 167.26 feet, S 25º 05Ν 08Ο W 167.12 feet, S 46º 26Ν 41Ο W 104.63 feet, S 38º 41Ν 15Ο W 103.98 feet, S 69º 38Ν 15Ο W 124.61 feet, S 75º 49Ν 11Ο W 144.73 feet, S 69º 19Ν 38Ο W 146.80 feet, S 78º 35Ν 46Ο W 128.79 feet, S 70º 18Ν 37Ο W 158.87 feet, N 89º 57Ν 03Ο W 175.93 feet, S 46º 50Ν 24Ο W 129.90 feet, N 79º 56Ν 51Ο W 121.27 feet, and S 73º 57Ν 45Ο W 152.10 feet; thence S 59º 57Ν 55Ο W 245.00 feet to a 11/2 inch diameter open top pipe; thence S 34º 57Ν 55Ο W 133.97 feet to a nail; thence S 38º 13Ν 46Ο W 142.08 feet to a 1 1/2 inch diameter open top pipe; thence S 32º 13Ν 11Ο W 175.09 feet to a 1 1/2 inch diameter open top pipe; thence S 20º 28Ν 50Ο W 131.14 feet to a 1 1/2 inch diameter open top pipe; thence S 21º 22Ν 38Ο W 105.03 feet to a point; thence S 09º 24Ν 00Ο W 131.50 feet to a point on the centerline of the Alcovy River; thence generally northwesterly along the centerline of the Alcovy River 1,360 feet, more or less, to a point, said river centerline end points being connected by a traverse line with the following courses; N 12º 35Ν 59Ο W 192.46 feet, N 26º 51Ν 34Ο W 270.05 feet, N 24º 53Ν 57Ο W 285.90 feet, N 25º 47Ν 47Ο W 293.29 feet, N 23º 01Ν 43Ο W 176.56 feet, N 49º 01Ν 13Ο W 149.10 feet; thence generally northeasterly 910 feet, more or less, along the centerline of Beaverdam Creek to a point, said creek centerline end points being connected by a traverse line with the following courses; N 35º 17Ν 23Ο E 74.13 feet, N 48º 23Ν 15Ο E 199.59 feet, N 17º 50Ν 58Ο W 152.03 feet, N 11º 14Ν 38ΟW 157.08 feet and N 01º 46Ν 06Ο W 215.56 feet; thence N 45º 15Ν 50Ο E 613.65 feet to a point; thence generally northeasterly 1,050 feet, more or less, along the centerline of an unnamed branch, said branch centerline end points being connected by a traverse line with the following courses; N 46º 05Ν 25Ο E 176.89 feet, N 37º 52Ν 25Ο E 156.28 feet, N 31º 16Ν 03Ο E 155.57 feet, N 55º 38Ν 06Ο E 201.64 feet, N 77º 57Ν 52Ο E 147.16 feet, and N 22º 11Ν 01Ο E 101.91 feet; thence N 29º 55Ν 22Ο W 150.00 feet to a 1 1/2 inch diameter open top pipe; thence N 59º 57Ν 31Ο E 2,488.33 feet to a 5/8 inch diameter pipe; thence N 58 04Ν 28Ο E 297.03 feet to a 5/8 inch diameter pipe on the western right-of-way of Double Springs Church Road, said road having an 80 foot right-of-way width; thence along the westerly right-of-way of Double Springs Church Road S 39 23Ν 00Ο E 133.64 feet to point; thence continuing along the westerly right-of-way of Double Springs Church Road on an arc 408.56 feet to a point, said arc having a chord of S 53º01Ν 00Ο E 404.72 feet and a radius of 858.51 feet; thence N 23º 20Ν 43Ο E 80.00 feet across Double Springs Church Road to a point on the northerly right-of-way of Double Springs Church Road; thence N 30º 50Ν 45Ο E 917.98 feet to a 3/4 inch diameter open top pipe; thence N 60º 19Ν 18Ο E 669.15 feet to a 1 inch diameter open top pipe; thence N 64º 05Ν 35Ο E 1,183.75 feet to a 1/2 inch diameter reinforcing bar; thence N 68º 35Ν 48Ο E 92.70 feet to a 1 inch diameter split top pipe; thence S 60º 42Ν 10Ο E 76.46 feet to a 1 inch diameter crimped top pipe; thence S 00º 29Ν 30Ο E 1,160.75 feet to a 1 inch diameter pipe; thence S 74º 34Ν 59Ο E 770.10 feet to a 1/4 inch diameter reinforcing bar; thence N 80º 42Ν 28Ο E 370.89 feet to a 5/8 inch diameter galvanized pipe; thence along the line common to Land Lots 41 and 42 N 60 51Ν 37Ο E 568.82 feet to a 7/8 inch diameter pipe at the corner common to Land Lots 41, 42, 61 and 62; thence along the line common to Land Lots 41 and 62 S 29 40Ν 50Ο E 346.82 feet to a 1 inch diameter pipe; thence continuing along the line common to Land Lots 41 and 62 S 29º 51Ν 37Ο E 410.70 feet to a point, said point being a 3/8 inch diameter reinforcing bar; thence N 61 45Ν 40Ο E 567.96 feet to a point, said point being the intersection with a line 35.00 feet from and parallel to the westerly right-of-way of Georgia Highway 11; thence along the aforementioned line parallel to the westerly right-of-way of Georgia Highway 11 S 24º 20Ν 00Ο E 773.16 feet to point; thence continuing along the aforementioned line parallel to the westerly right-of-way of Georgia Highway 11 on an arc 159.34 feet, said arc having a chord of S 25º 07Ν 12Ο E 158.80 feet and a radius of 5,804.58 feet to a point, said point being the intersection of the aforementioned line parallel to the westerly right-of-way of Georgia Highway with the northerly right-of-way of Double Springs Church Road, said road having an 80 foot right-of-way width; thence southeasterly across Double Springs Church Road S 26º 21Ν 26Ο E 91.56 feet to a point, said point being the intersection of the aforementioned line parallel to the westerly right-of-way of Georgia Highway 11 with the southerly right-of-way of Double Springs Church Road; thence along the aforementioned line parallel to the westerly right-of-way of Georgia Highway 11 in an arc 454.97 feet, said arc having a chord of S 29º 03Ν 16Ο E 454.86 feet and a radius of 5,804.58 feet; thence continuing along the line to parallel the westerly right-of-way of Georgia Highway 11 S 31º 16Ν 00Ο E 324.45 feet to a point; thence S 84º 14Ν 28Ο W 257.73 feet to a 1/2 inch diameter reinforcing bar; thence S 02º 26Ν 48Ο W 280.00 feet to a 1 inch diameter pipe; thence S 86º 23Ν 48Ο E 472.00 feet to a point; thence along the aforementioned parallel line to the westerly right-of-way of Georgia Highway 11 S 31º 16Ν 00Ο E 260.23 feet to a point; thence S 61º 03Ν 55Ο W 258.95 feet to an axle; thence S 31º 00Ν 59Ο E 305.34 feet to a 1 inch square rod; thence N 61º 03Ν 55Ο W 295.31 feet to a point on the westerly right-of-way of Georgia Highway 11; thence along the westerly right-of-way of Georgia Highway 11 N 31º 18Ν 00Ο W 1,281.83 feet to a point; thence continuing along the right-of-way of Georgia Highway 11 on an arc 432.36 feet to a point, said arc having a radius of 5,769.58 feet, said point being the intersection of the southerly right-of-way of Double Springs Church Road with the westerly right-of-way of Georgia Highway 11; thence across Double Springs Church Road 91.74 feet, more or less, to a point, said point being the intersection of the northerly right-of-way of Double Springs Church Road with the westerly right-of-way of Georgia Highway 11; thence northeasterly across Georgia Highway 11 to a point on the easterly right-of-way of Georgia Highway 11, said point being northwestern corner of a 9.63 acre parcel now or formerly owned by Brookland Development, Inc.; thence N 60º 09Ν 27Ο E 440.70 feet to a 1/2 inch diameter reinforcing bar; thence N 47º 59Ν 36Ο E 467.89 feet to an axle; thence N 46º 54Ν 00Ο E 128.4 feet to a point; thence N 67º 41Ν 00Ο E 147.35 feet to a point; thence N 29º 02Ν 00Ο W 213.0 feet to a point; thence N 58º 38Ν 00Ο E 65.0 feet to a point; thence N 60º 53Ν 00Ο E 745.5 feet to a point; thence S 43º 35Ν 00Ο E 90.0 feet to a point; thence S 69º 34Ν 00Ο E 414.0 feet to a point; thence S 62º 20Ν 00Ο E 55.8 feet to a point; thence northeasterly 450 feet, more or less, along the Green Acres Subdivision to a point; thence northwesterly 3,012 feet along the eastern boundary of the aforementioned Green Acres Subdivision to a point; thence southwesterly 1000 feet, more or less, along the northern boundary of the aforementioned Green Acres Subdivision to a point; thence northwesterly 485 feet, more or less, along the northern boundary of the aforementioned Green Acres Subdivision to a point; thence southwesterly 380 feet, more or less, along the northern boundary of the aforementioned Green Acres Subdivision and the extension of that boundary to a point on the eastern right-of-way of Georgia Highway 11; thence generally northeasterly 3,300 feet, more or less, along the eastern right-of-way of Georgia Highway 11 to the intersection of the Highway 11 right-of-way with the northerly right-of-way of County road 267 (also known as Faith Baptist Church Road); thence along the easterly right-of-way of Georgia Highway 11, said highway having an 80 foot right-of-way, N 14º 07Ν 52Ο E 338.25 feet to an iron pin; thence continuing along the easterly right-of-way of Georgia Highway 11 N 14º 00Ν 00Ο E 120 feet to a point; thence along the northerly property line of a parcel now or formerly owned by G. B .Gilbert S 76º 00Ν 00Ο E 200 feet to an iron pin; thence S 53º 05Ν 41Ο E 138.05 feet to an iron pin; thence S 75º 32Ν 35Ο E 97.11 feet to an iron pin; thence S 14º 27Ν 05Ο W 40.13 feet to an iron pin; thence S 53º 05Ν 41Ο E 810.89 feet to a 3/4 inch diameter aluminum pin on the northerly right-of-way of John Deere Road, said road having an 80 foot right-of-way width; thence S 30º 39Ν 53Ο E 80.00 feet across John Deere Road to a point on the southerly right-of-way of John Deere Road; thence along the southerly right-of-way of John Deere Road N 60º 34Ν 34Ο E 620.54Ν feet to a point; thence continuing along the southerly right-of-way of John Deere Road N 60º 11Ν 53Ο E 2,205.06 feet, more or less, to a point, said point being the intersection of the southerly right-of-way of John Deere Road with the westerly right-of-way of Walton Road, said road having a 50 foot right-of-way width; thence crossing Walton Road N 60º 11Ν 28Ο E 67.90 feet ; thence along the southerly right-of-way of John Deere Road N 57º 26Ν 05Ο E 37.59 feet to a point; thence continuing along the southerly right-of-way of John Deere Road N 57º 43Ν 31Ο E 97.23 feet to a point; thence continuing along the southerly right-of-way of John Deere Road N 58º 12Ν 40Ο E 68.83 feet to an iron pin; thence S 29º 01Ν 27Ο E 107.42 feet to a point; thence N 68º 09Ν 33Ο E 562.99 feet to a point; thence S 30º 19Ν 24Ο E 2,613.21 feet to a point; thence N 60º 43Ν38Ο E 1,693.34 feet to a point; thence S 25º 22Ν 10Ο E 536.65 feet to a point; thence S 59º 16Ν 18Ο W 1,103.44 feet to a point; thence S 24º 21Ν 45Ο E 785.85 feet to a point; thence S 56º 14Ν 51Ο E 2,059.16 feet to a 1/2 inch diameter open top iron pin; thence S 28º 02Ν 21Ο E 904.15 feet to a 1/2 inch diameter open top iron pin in the Transcontinental Gas Pipeline Corporation easement; thence S 31º 40Ν 31Ο E 904.15 feet to an iron pin on the northerly right-of-way of Gratis Road, said road having an 80 foot right-of-way width; thence along the northerly right-of-way of Gratis Road, S 44º 54Ν 06Ο W 97.00 feet to a point; thence continuing along the northerly Gratis Road right-of-way on an arc 673.15 feet to a point, said arc having a chord S 44º 32Ν 41Ο W 673.15 feet and a radius of 54,029.86 feet; thence continuing along the northerly Gratis Road right-of-way on an arc 130.71 feet to a point, said arc having a chord S 42º 46Ν 55Ο W 130.70 feet and a radius of 2,663.78 feet, said point being the southeastern corner of a parcel now or formerly owned by Laseter; thence N 34º 20Ν 04Ο W 176.92 feet to a 1/2 inch diameter open top iron pin; thence N 49º 01Ν 56Ο W 250.38 feet to a 1/2 inch diameter open top iron pin; thence S 38º 59Ν 17Ο W 354.77 feet to a 1/2 inch diameter open top iron pin; thence S 49º 01Ν 56Ο E 250.36 feet to a point; thence S 34º 23Ν 17Ο E 176.99 feet to a point on the northerly right-of-way of Gratis Road, said road having an 80 foot right-of-way width; thence southwesterly 531 feet, more or less, along the northerly right-of-way of Gratis Road to the intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,275.00 feet; thence westerly along said arc 802 feet, more or less, to the intersection with the easterly property line of a parcel known as parcel 10 on Walton County tax map 54; thence northwesterly along the aforementioned property line 257 feet, more or less, to the northeastern corner of the aforementioned parcel; thence westerly 633 feet, more or less, along back property line of the aforementioned property to the intersection with a line parallel to and 35.00 feet east of the common line to Land Lots 74 and 99; thence northwesterly along the line parallel to and 30 east of the common line to Land Lots 74 and 99 and Land Lots 75 and 98 1,705 feet, more or less, to the intersection with the southerly right-of-way of Walton Road, said having a 50 foot right-of-way width; thence across Walton Road 50 feet, more or less, to a point on the northerly right-of-way of Walton Road, said point being the northeastern corner of lot 1 of the Lake Estates Subdivision; thence northeasterly along the eastern boundary of the aforementioned Lake Estates Subdivision 206 feet, more or less, to a point, thence continuing along the boundary of Lake Estates Subdivision 218 feet, more or less, to a point, thence continuing along the boundary of Lake Estates Subdivision 307 feet, more or less, to a point, thence continuing along the boundary of Lake Estates Subdivision 280 feet, more or less, to a point, thence continuing along the western boundary of Lake Estates Subdivision 1,964 feet, more or less, to a point, thence continuing along the southern boundary of Lake Estates Subdivision 219 feet, more or less, to the intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence along the aforementioned arc 196 feet, more or less, to the intersection with the western boundary of Meadowbrooke Terrace Subdivision; thence northeasterly along the western boundary of Meadowbrooke Terrace Subdivision 908.5 feet, more or less, to a point, said point being the northwestern corner of a lot now or formerly owned by Tom Clark; thence southeasterly along the northern property line of the aforementioned Tom Clark property 175 feet to the northeastern corner of the Clark property, said corner being on the westerly right-of-way of Walton Road, said road having a 50 foot right-of-way width; thence southwesterly along the western right-of-way of Walton Road 100 feet to a point, said point being the southeastern corner of the aforementioned Clark property; thence across Walton Road 50 feet, more or less, to point on the easterly right-of-way of Walton Road, said point being the northwestern corner of a lot now of formerly owned by Lansaiter and known as 802 Walton Road; thence southeasterly along the northern property line of the aforementioned 802 Walton Road lot 200 feet to a point, said point being the northeastern corner of 802 Walton Road; thence N 11º 29Ν 57Ο E 100.25 feet to an iron pin; thence N 11º 17Ν 33Ο E 199.67 feet to an iron pin; thence N 11º 21Ν 49Ο E 129.92 feet to an iron pin; thence S 79º 16Ν 36Ο E 141.21 feet to the intersection with the line common to Land Lots 75 and 98; thence along the line common to Land Lots 75 and 98 S 31º 29Ν 09Ο E 1,145.77 feet to a point in a Transco Gas Line easement; thence S 31º 46Ν 44Ο E 98.99 feet to the intersection with an arc, said arc having its center point at the aforementioned point of commencement and a radius of 9,240.00 feet; thence generally easterly along said arc 1,488 feet, more or less, to the intersection of the arc with the northerly right-of-way of Gratis Road, said road having an 80 foot right-of-way width; thence crossing Gratis Road along the aforementioned arc and continuing along the aforementioned arc 2,220 feet, more or less, to the intersection of the aforesaid arc with the northerly right-of-way of Old Athens Highway, said highway having a 60 foot right-of-way width; thence along the northerly right-of-way of Old Athens Highway 280 feet, more or less, to a point; thence across Old Athens Highway 60 feet, more or less, to a conduit iron pin on the easterly right-of-way of Old Athens Highway; thence S 54º 08Ν 01Ο E 139.32 feet to a granite monument; thence N 60º 19Ν 41Ο E 378.61 feet to a granite monument; thence N 27º 52Ν 20Ο W 29.47 feet to a concrete monument with disk; thence N 66º 53Ν 04Ο 267.5 feet, more or less, to a point on the centerline of Jacks Creek; thence southeasterly along the centerline of Jacks Creek 6,904 feet, more or less, to intersection of the creek with the northerly right-of-way of U.S. Highway 78 (also known as State Route 10); thence along the northerly right-of-way of U.S. Highway 78, said right-of-way being 180 feet from the roadway centerline, 2,617 feet, more or less, to the intersection with the southerly right-of-way of James Huff Road, said road having an 80 foot right-of-way; thence northeasterly across James Huff Road, 80 feet, more or less, to the intersection of the northerly right-of-way of James Huff Road with the westerly right-of-way of U.S. Highway 78; thence continuing northeasterly along the westerly right-of-way of U.S. Highway 78 1,550 feet, more or less, to a point; thence across U.S. Highway 78 to a point on the easterly right-of-way of the aforementioned highway, said point being 1,889.69 feet, more or less, along the easterly right-of-way of U.S. Highway 78 from the intersection with the northerly right-of-way of Georgia Highway 83, said Georgia highway having an 80 foot right-of-way width; thence S 63º 04Ν 19Ο E 96.36 feet to a point; thence S 83º 20Ν 52Ο E 98.74 feet to a point; thence S 59º 24Ν 31Ο E 198.03 feet to a point; thence S 34º 23Ν 34Ο r 957.93 feet to a point; thence N 51º 05Ν 28Ο E 559.54 feet to a point; thence N 04º 39Ν 52Ο W 1,057.99Ν to a point; thence N 08º 30Ν 56Ο W to the intersection with an unnamed branch tributary to Jacks Creek; thence generally southwesterly along the centerline of said branch to the intersection with the southerly right-of-way of U.S. Highway 78; thence along the southerly right-of-way of U.S. Highway 78 to the north property corner of a parcel now of formerly owned by Couch; thence northeasterly 596.46 feet along a curve being the southerly right-of-way of U.S. Highway 78, said curve having a chord N 56º 55Ν 05Ο E 595.24 feet and a 2,684.79 foot radius; thence continuing along the highway right-of-way N 63º 20Ν 05Ο E 865.45 feet to a point; thence continuing along the highway right-of-way N 26º 39Ν 55Ο W 15.24 feet to a point; thence continuing along the highway right-of-way N 60º 20Ν 05Ο E 685.97 feet to a point; thence northeasterly 583.99 feet along a curve being the southerly right-of-way of U.S. Highway 78 to a point, said curve having a chord N 60º 29Ν 48Ο E 583.75 feet and a 5,894.58 foot radius, said point being the intersection of the southerly right-of-way of U.S. Highway 78 with the westerly right-of-way of Jim Daws Road, said road having an 80 foot right-of-way width; thence along the westerly right-of-way of Jim Daws Road S 14º 16Ν 19Ο E 1,449.64 feet to a point; thence continuing 365.35 feet along a curve being the westerly right-of-way of Jim Daws Road to a point, said curve having a chord S 13º 49Ν 31Ο E 365.35 feet and a 23,422.37 foot radius; thence continuing along the westerly right-of-way of Jim Daws Road S 13º 47Ν 29Ο E 117.83 feet to a point; thence continuing 405.98 feet along a curve being the westerly right-of-way of Jim Daws Road to a point, said curve having a chord S 14º 30Ν 06Ο E 705.97 feet and a 16,377.37 foot radius; thence continuing 184.56 feet along a curve being the westerly right-of-way of Jim Daws Road to a point, said curve having a chord S 14º 43Ν 36Ο  E 184.55 feet and a 10,898.77 foot radius; thence continuing 172.34 feet along a curve being the westerly right-of-way of Jim Daws Road to a point, said curve having a chord S 14º 33Ν 16Ο E 172.34 feet and a 15,772.36 foot radius; thence S 60º 39Ν 42Ο W 2,358.36 feet to a point; thence S 21º 35Ν 10Ο E 1,300.23 feet to a point; thence N 60º 44Ν 19Ο E 681.23 feet to a point; thence S 19º 16Ν 34Ο E 1,135.84 feet to a point on the n

ortherly right-of-way of Snows Mill Road, said road having a 100 foot right-of-way width; thence 144.45 feet along a curve being the northerly right-of-way of Snows Mill Road to a point, said curve having a chord S 53º 09Ν 30Ο W 144.39 feet and a 1,372.23 foot radius; thence 154.03 feet along a curve being the northerly right-of-way of Snows Mill Road to a point, said curve having a chord S 47º 51Ν 29Ο W 153.98 feet and a 1,931.51 foot radius; thence 376.91 feet along a curve being the northerly right-of-way of Snows Mill Road to a point, said curve having a chord S 37º 35Ν 37Ο W 375.69 feet and a 1,353.11 foot radius; thence 197.88 feet along a curve being the northerly right-of-way of Snows Mill Road to a point, said curve having a chord S 29º 23Ν 05Ο W 197.86 feet and a 4,612.41 foot radius; thence continuing along the northerly right-of-way of Snow Mill Road S 27º 09Ν 21Ο W 181.29 feet to a point; thence N 50º 25Ν 07Ο W 583.2 feet, more or less, to the intersection with the centerline of Jacks Creek; thence 2,813 feet, more or less along the centerline of Jacks Creek the intersection with a line parallel to and 35.00 feet from the northerly right-of-way of Georgia Highway 83, said creek centerline end points being connected by a traverse line with the following courses; S 66º 03Ν 30Ο W 232.96 feet, S 86º 22Ν 59Ο W 703.28 feet, S 86º 18Ν 21Ο W 425.53 feet, N 87º 11Ν 22ΟW 154.08 feet, S 79º 42Ν 45Ο W 277.62 feet, N 87º 35Ν 03Ο W 174.41 feet, S 73º 14Ν 19Ο W 223.47 feet, S 33º 50Ν 21Ο W 185.14 feet, S 25º 28Ν 53Ο W 182.60 feet and S 23º 59Ν 45Ο W 167.21 feet, more or less; thence along the line parallel to the northerly right-of-way of Georgia Highway 83, said highway having a 170 foot right-of-way width, N 28º 27Ν 03Ο W 715.89 feet, more or less, to a point; thence N 28º 27Ν 45Ο W 620.41 feet to a point; thence N 60º 50Ν 00Ο E 690.78 feet to an iron pin; thence N 28º 24Ν 59Ο W 700.00 feet to an iron pin; thence S 60º 50Ν 00Ο W 725.78 feet to a point, said point being on the northeasterly right-of-way of Georgia Highway 83; thence along the northeasterly right-of-way of Georgia Highway 83 S 28º 24Ν 59Ο E 700.05 feet to a point; thence continuing along the right-of-way of Georgia Highway 83 S 28º 27Ν 45Ο E 620.03 feet to a point; thence continuing along the right-of-way of Georgia Highway 83 S 28º 27Ν .03Ο E 730.99 feet to a point; thence continuing along the right-of-way of Georgia Highway 83 S 61º 32Ν 57Ο W 23.35 feet to a point; thence continuing along the right-of-way of Georgia Highway 83 S 28º 35Ν 31Ο E 34.15 feet to a point, said point being the intersection of the aforementioned Georgia Highway 83 right-of-way, said right-of-way having an 80 foot width, with the centerline of Jacks Creek; thence across Georgia Highway 83 to a 3/4 inch diameter aluminum pin marking the intersection of the southerly right-of-way of said highway with the centerline of Jacks Creek; thence 2,899 feet, more or less, along the centerline of Jacks Creek to the intersection with the centerline of Black Branch, said creek centerline end points being connected by a traverse line with the following courses; S 61º 08Ν 15Ο W 11.51 feet, S 70º 43Ν 37Ο W 92.71 feet, S 62º 15Ν 04Ο W 98.36 feet, S 67º 09Ν 49Ο W 69.06 feet, S 68º 32Ν 29Ο W 165.93 feet, S 65º 23Ν 21Ο W 390.32 feet, S 55º 20Ν 40Ο W 130.77 feet, N 79º 50Ν 10Ο W 138.38 feet, N 73º 48Ν 32Ο W 33.74 feet, N 83º 38Ν 34Ο W 363.81 feet, N 85º 29Ν 24Ο W 224.18 feet, N 80º 47Ν 40Ο W 116.11 feet, S 81º 28Ν 17Ο W 113.81 feet, N 44º 03Ν 41Ο W 121.31 feet, N 44º 03Ν 41Ο W 121.31 feet, N 59º 31Ν 41Ο