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Camden County

NOTICE OF SALE UNDER POWER GEORGIA, CAMDEN COUNTY

GEORGIA, CAMDEN COUNTY

By virtue of the power of sale contained in a deed to secure debt from TIMBERLAND ESTATES, LLC to KENNEDY FUNDING, INC. dated November 6, 2008 in the original amount of $1,200,000.00, recorded in Deed Book 1452, page 271, Camden County Records, as assigned to BNP Paribas VPG Brookline CRE, LLC, a Delaware limited liability company by Assignment of Deed to Secure Debt, Assignment of Leases and Rents and Loan Documents dated December 13, 2010, recorded in Deed Book 1552, page 374, aforesaid records, and as further assigned to FITZMARK, LLC by Assignment of Deed to Secure Debt, Assignment of Leases and Rents and Loan Documents dated November 30, 2012, recorded in Deed Book ___, page ___, aforesaid records, and by virtue of the power of sale contained in a deed to secure debt from TIMBERLAND ESTATES, LLC to KENNEDY FUNDING, INC. dated November 6, 2008 in the original amount of $1,200,000.00, recorded in Deed Book 455, page 24, Brantley County Records, as assigned to BNP Paribas VPG Brookline CRE, LLC, a Delaware limited liability company by Assignment of Deed to Secure Debt, Assignment of Leases and Rents and Loan Documents dated December 13, 2010, recorded in Deed Book 504, page 123, aforesaid records, and as further assigned to FITZMARK, LLC by Assignment of Deed to Secure Debt, Assignment of Leases and Rents and Loan Documents dated November 30, 2012, recorded in Deed Book ___, page ___, aforesaid records, there will be offered for sale at public outcry to the highest bidder for cash before the Courthouse door of CAMDEN COUNTY during the legal hours of sale on the First Tuesday in February, 2013, the following described property:

BRANTLEY COUNTY:

All those certain lots, tracts or parcels of land situate, lying and being in the 270th G.M. District of Brantley County, Georgia, designated and shown upon the map and plan of Timberland Estate Subdivision prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973 dated September 7, 2005, recorded in the office of the Clerk of Superior Court of Brantley, Ga. in Plat Book 14, pages 249-253, as all of Lots Numbered One (1), Two (2), Three (3), Eight (8), Twelve (12), Thirteen (13), Fourteen (14), Nineteen (19), Twenty (20), Twenty-One (21), Twenty-Two (22), Twenty-Three (23), Twenty-Five (25), Twenty-Six (26), Twenty-Seven (27), Twenty- Eight (28), Twenty-Nine (29), Thirty (30), Thirty-One (31), Thirty-Two (32), Thirty Three (33), Thirty-Four (34), Thirty-Five (35), Thirty-Six (36), Thirty-Seven (37), Thirty-Eight (38), Thirty-Nine (39), Forty (40), Forty-Two (42), Fifty-One (51), Fifty-Two (52), Fifty-Three (53), Fifty-Four (54), Fifty-Five (55), Fifty-Six (56), Fifty-Seven (57), Fifty-Eight (58), Fifty-Nine (59), Sixty-Two (62), Sixty-Three (63), Sixty-Four (64), Sixty-Five (65), Sixty-Six (66), Sixty-Seven (67), Sixty-Eight (68), Sixty-Nine (69), Seventy (70), Seventy-One (71), Seventy-Two (72), Seventy-Three (73), Seventy-Four (74), Timberland Estates Subdivision, Brantley County, Georgia records.

All those certain tracts or parcels of land situate, lying and being in the 270th G.M. District of Brantley County, Georgia, designated and shown upon the map and plan entitled _A.L.T.A./A.S.C.M. Survey for Timberland Estates_, prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973 dated September 8, 2008 and recorded in the office of the Clerk of Superior Court, Glynn County, Georgia in Plat Book 14A, pages 163-167 as UPLAND AREA 1 containing 6.045 acres and UPLAND AREA 2 containing 36.400 acres, as well as any and all jurisdictional and non-jurisdictional wetlands owned by grantor.

Reference is hereby made to aforesaid plat and to the record thereof for the purpose of more particularly describing and identifying the location, metes and bounds of the subject property and for all other purposes allowed by law.

All of that certain property being located in the 270th GMD, Brantley County, Georgia, being described as follows, to-wit:

Commencing at the intersection of the west r/w of new post road and the south r/w of linda plantation road, said point lies N 79 degrees 59 minutes 09 seconds west a distance of 1649.71 feet; thence N 79 degrees 43 minutes 28 seconds west a distance of 2544.18 feet; thence N 79 degrees 43 minutes 28 seconds W a distance of 3247.20 feet; thence N 79 degrees 43 minutes 34 seconds W a distance of 1921.45 feet; thence N 79 degrees 43 minutes 34 seconds west a distance of 1119.61 feet, to the point of beginning; thence S 14 degrees 19 minutes 18 seconds W a distance of 251.96 feet; thence with a curve turning to the right with an arc length of 110.90 feet, with a radius of 275.31 feet, with a chord bearing of S 25 degrees 39 minutes 57 seconds W, with a chord length of 110.15 feet; thence S 37 degrees 12 minutes 18 seconds W a distance of 542.66 feet; thence with a curve turning to the right with an arc length of 62.36 feet, with a radius of 60.00 feet, with a chord bearing of S 66 degrees 58 minutes 43 seconds W, with a chord length of 59.59 feet; thence N 83 degrees 14 minutes 53 seconds W a distance of 543.47 feet; thence with a curve turning to the left with an arc length of 110.76 feet, with a radius of 109.37 feet, with a chord bearing of S 71 degrees 49 minutes 13 seconds W, with a chord length of 106.08 feet; thence S 42 degrees 48 minutes 31 seconds W a distance of 259.03 feet; thence with a curve turning to the left with an arc length of 36.77 feet, with a radius of 125.00 feet, with a chord bearing of S 34 degrees 22 minutes 50 seconds W, with a chord length of 36.64 feet; thence S 25 degrees 57 minutes 10 seconds W a distance of 365.12 feet; thence S 32 degrees 05 minutes 27 seconds W a distance of 422.24 feet; thence with a curve turning to the left with an arc length of 102.24 feet, with a radius of 125.00 feet, with a chord bearing of S 08 degrees 39 minutes 31 seconds W, with a chord length of 99.41 feet; thence S 14 degrees 46 minutes 24 seconds E a distance of 312.46 feet; thence with a curve turning to the right with an arc length of 102.63 feet, with a radius of 175.00 feet, with a chord bearing of S 02 degrees 01 minutes 42 seconds W, with a chord length of 101.17 feet; thence S 18 degrees 49 minutes 49 seconds W a distance of 247.60 feet; thence with a curve turning to the right with an arc length of 209.44 feet, with a radius of 279.99 feet, with a chord bearing of S 40 degrees 15 minutes 33 seconds W, with a chord length of 204.59 feet; thence S 61 degrees 41 minutes 17 seconds W a distance of 206.21 feet; thence with a curve turning to the left with an arc length of 1435.75 feet, with a radius of 220.00 feet, with a cord bearing of S 42 degrees 42 minutes 31 seconds W, with a chord length of 143.10 feet; thence S 23 degrees 43 minutes 46 seconds W a distance of 92.90 feet; thence with a curve turning to the left with an arc length of 46.60 feet, with a radius of 219.99 feet, with a chord bearing of S 17 degrees 39 minutes 41 seconds W, with a chord length of 46.51 feet; thence S 11 degrees 35 minutes 35 seconds W a distance of 133.06 feet; thence with a curve turning to the left with an arc length of 21.68 feet, with a radius of 25.00 feet, with a chord bearing of S 13 degrees 14 minutes 48 seconds E, with a chord length of 21.00 feet; thence with a reverse curve turning to the right with an arc length of 292.54 feet, with a radius of 60.00 feet, with a chord bearing of N 78 degrees 24 minutes 25 seconds W, with a chord length of 77.65 feet; thence with a reverse curve turning to the left with arc length of 21.68 feet, with a radius of 25.00 feet, with a chord bearing of N 36 degrees 25 minutes 59 seconds E, with a chord length of 21.00 feet; thence N 11 degrees 35 minutes 35 seconds E a distance of 33.06 feet; thence with a curve turning to the right with an arc length of 59.31 feet, with a radius of 279.99 feet, with a chord bearing of N 17 degrees 39 minutes 41 seconds E, with a chord length of 59.20 feet; thence N 23 degrees 43 minutes 46 seconds E a distance of 92.90 feet; thence with a curve turning to the right with an arc length of 185.50 feet, with a radius of 280.00 feet, with a chord bearing of N 42 degrees 42 minutes 31 seconds E, with a chord length of 182.12 feet; thence N 61 degrees 41 minutes 17 seconds E a distance of 206.21 feet; thence with a curve turning to the left with an arc length of 164.56 feet, with a radius of 220.00 feet, with a chord bearing of N 40 degrees 15 minutes 33 seconds E, with a chord length of 160.75 feet; thence N 18 degrees 49 minutes 49 seconds E a distance of 247.60 feet; thence with a curve turning to the left with an arc length of 67.44 feet, with a radius of 115.00 feet, with a chord bearing of N 02 degrees 01 minutes 42 seconds E, with a chord length of 66.48 feet; thence N 14 degrees 46 minutes 24 seconds W a distance of 303.93 feet; thence with a curve turning to the left with an arc length of 32.24 feet, with a radius of 25.00 feet, with a chord bearing of N 51 degrees 43 minutes 22 seconds W, with a chord length of 30.06 feet; thence N 88 degrees 40 minutes 20 seconds W a distance of 254.07 feet; thence with a curve turning to the left with an arc length of 32.50 feet, with a radius of 25.02 feet, with a chord bearing of S 55 degrees 39 minutes 41 seconds W, with a chord length of 30.2 feet; thence with a reverse curve turning to the right with an arc length of 266.53 feet, with a radius of 60.01 feet, with a chord bearing of N 34 degrees 18 minutes 35 seconds W, with a chord length of 95.54 feet; thence S 88 degrees 40 minutes 20 seconds E a distance of 328.29 feet; thence with a curve turning to the left with an arc length of 34.05 feet, with a radius of 25.00 feet, with a chord bearing of N 2 degrees 18 minutes 53 seconds E, with a chord length of 31.47 feet; thence with a reverse curve turning to the right with an arc length of 60.67 feet, with a radius of 185.00 feet, with a chord bearing of N 22 degrees 41 minutes 47 seconds E, with a chord length of 60.40 feet; thence N 32 degrees 05 minutes 27 seconds E a distance of 419.02 feet; thence N 25 degrees 57 minutes 10 seconds E a distance of 361.90 feet; thence with a curve turning to the right with an arc length of 54.42 feet, with a radius of 185.00 feet, with a chord bearing of N 34 degrees 22 minutes 50 seconds E, with a chord length of 54.23 feet; thence N 42 degrees 48 minutes 31 seconds E a distance of 260.07 feet; thence with a curve turning to the right with an arc length of 164.92 feet, with a radius of 185.64 feet, with a chord bearing of N 71 degrees 18 minutes 05 seconds E, with a chord length of 159.55 feet; thence S 83 degrees 14 minutes 53 seconds E a distance of 43.49 feet; thence N 37 degrees 12 minutes 18 seconds E a distance of 1542.60 feet; thence with a curve turning to the left with an arc length of 86.97 feet, with a radius of 219.99 feet, with a chord bearing of N 25 degrees 38 minutes 48 seconds E, with a chord length of 86.40 feet; thence N 14 degrees 19 minutes 18 seconds E a distance of 247.71 feet; thence S 79 degrees 43 minutes 34 seconds E a distance of 60.15 feet, which is the point of beginning, having an area of 359602.42 square feet, 8.255 acres.

All of that certain property being located in the 270th GMD, Brantley County, Georgia and being described as follows, to-wit:

Commencing at the intersection of the west r/w of new post road and the south r/w of linda plantation road; said point lies N 79 degrees 59 minutes 09 seconds west a distance of 1649.71 feet; thence N 79 degrees 43 minutes 28 seconds W a distance of 2544.18 feet; thence N 79 degrees 43 minutes 28 seconds W a distance of 3247.20 feet; thence N 79 degrees 43 minutes 34 seconds W a distance of 1921.45 feet, to the point of beginning; thence S 30 degrees 03 minutes 10 seconds W a distance of 4722.24 feet; thence with a curve turning to the left with an arc length of 31.81 feet, with a radius of 25.00 feet, with a chord bearing of S 06 degrees 23 minutes 39 seconds E, with a chord length of 29.70 feet; thence with a reverse curve turning to the right with an arc length of 264.83 feet, with a radius of 60.00 feet, with a chord bearing of S 83 degrees 36 minutes 20 seconds W, with a chord length of 96.53 feet; thence N 30 degrees 03 minutes 10 seconds E a distance of 4781.90 feet; thence S 79 degrees 43 minutes 34 seconds E a distance of 63.76 feet, which is the point of beginning, having an area of 296124.06 square feet, 6.798 acres.

Depicted as the roadways in the Timberland Estates Subdivision on the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin & Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973 dated September 7, 2005 and recorded in the office of the Clerk of Superior Court, Brantley County, Georgia in Plat Book 14, pages 249-253.

CAMDEN COUNTY:

All those certain lots, tracts or parcels of land situate, lying and being in the 270th G.M. District of Camden County, Georgia, designated and shown upon the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated January 31, 2006, recorded in the office of the Clerk of Superior Court of Camden, GA, in Plat Drawer 20, Map 2, as all of Lots Numbered One (1), Nine (9), Twelve (12), Thirty-Six (36), Thirty-Seven (37), Forty-Two (42), Forty-Three (43), Timberland Estates Subdivision, Phase One (1), Camden County, Georgia records.

All those certain lots, tracts or parcels of land situate, lying and being in the 270th G.M. District of Camden County, Georgia, designated and shown upon the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated February 2, 2006. recorded in the office of the Clerk of Superior Court of Camden, GA, in Plat Drawer 20, Maps 3, 4, & 5, as all of Lots Numbered Forty-Nine (49), Fifty (50), Fifty-Seven (57), Fifty-Eight (58), Fifty-Nine(59), Sixty (60), Sixty-Two (62), Sixty-Three (63), Sixty-Nine (69), Seventy (70), Seventy-One (71), Seventy-Six (76), Eighty (80), Eighty-Four (84), Eighty-Five (85), Eighty-Six (86), Eighty-Seven (87), Eighty-Eight (88), Eighty- Nine (89), Ninety (90), Ninety-One (91), Ninety-Two (92), Ninety-Three (93), Ninety-Four (94), Ninety-Seven (97), One Hundred (100), One Hundred One (101), One Hundred Two (102), One Hundred Three (103), One Hundred Four (104), One Hundred Thirteen (113) One Hundred Fourteen (114), One Hundred Eighteen (118), One Hundred Nineteen (119), One Hundred Twenty (120), One Hundred Twenty-Seven (127), One Hundred Forty-Three (143), One Hundred Sixty (160), One Hundred Sixty-Three (163), consisting of 40.143 acres of wetland preserve and One Hundred Sixty-Four (164), consisting of 374.534 acres of wetland preserve, Timberland Estates Subdivision, Phase Two (2), Camden County, Georgia records.

All those certain lots, tracts or parcels of land situate, lying and being in the 270th G.M. District of Camden County, Georgia, designated and shown upon the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated July 7, 2008, recorded in the office of the Clerk of Superior Court of Camden, GA, in Plat Cabinet 4. File 93-G, as all of Lots Numbered Two Hundred Two (202), Two Hundred Four (204), Two Hundred Six (206), Two Hundred Seven (207), Two Hundred Eight (208), Two Hundred Nine (209), Two Hundred Ten (210), Two Hundred Eleven (211), Two Hundred Twelve (212), Two Hundred Thirteen (213), Two Hundred Fourteen (214), Timberland Estates Subdivision, Phase Seven (7), Camden County, Georgia records.

All those certain tracts or parcels of land situate, lying and being in the 270th G.M. District of Camden County, Georgia, designated and shown upon the map and plan entitled "A.L.T.A./A.S.C.M. Survey for Timberland Estates Outparcel 1,2,3,4,5 and 6", prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated October 10, 2008 and being recorded in the office of the Clerk of Superior Court of Camden, GA, in Plat Drawer 24, File 55, as OUT PARCEL 1, OUT PARCEL 2, OUT PARCEL 3, OUT PARCEL 4, OUTPARCEL 5 AND OUTPARCEL 6.

All of that certain lot, tract or parcel of land situate, lying and being in the 270th G.M. District of Camden County, Georgia, designated as TRACT "D", CONSISTING OF 11.543 ACRES, as shown upon the plat of survey prepared by Charles H. Tomberlin and Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated October 14, 2008, and being recorded in the office of the Clerk of Superior Court, Camden County, Georgia in Plat Cabinet 4, Page 107E2.

ROADS FOR PHASE I & PHASE II

All of the certain property being located in the 270th GMD, Camden County, Georgia and being described as follows to wit:

Commencing at an intersection of the west r/w of new post road and the south r/w of Linda Plantation Road; Said point of beginning lies N 79 9" W a distance of 1649.64'; thence N 79 8" W a distance of 2544.18'; which is the POINT OF BEGINNING; thence S 10 3" W a distance of 1390.11'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of S 34 7" E, with a chord length of 35.36'; thence S 79 6" E with a distance of 853.05'; thence with curve turning to the left with an arc length of 26.08, with a radius of 26.09', with a chord bearing of N 71 3" E with a chord length of 25.01_; thence with a reverse curve turning to the right with an arc length of 283.98', with a radius of 60,00', with a chord bearing of S 10 1" W, with a chord length 83.97'; thence with a reverse curve turning to the left with an arc length of 26.08', with a radius of 26.09', with a chord bearing of N 50 8" W, with a chord length of 25.01'; thence N 79 7" W distance of 853.05'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of S 55 4" W, with a chord 35.36_; thence S 10 4" W distance of 1435.00'; thence S 79 6" E a distance of 578.06'; thence with a curve turning to the left with length of 26.04' with a radius of 26.56', with a chord bearing of N 71 1" E, with a chord length of 25.01'; thence with a reverse curve turning to the right with an arc length of 283.98', with a radius of 60.00', with a chord bearing of S 10 4" W, with a chord length of 83.97'; thence with a reverse curve turning to the left with an arc length of 26.29', with a radius of 26.55'; with a chord length bearing N 51 6" W, with a chord length of 25.23'; thence N 79 6" W a distance 577.80'; thence S 10 6" W distance of 545.71'; thence with a curve turning to the right with an arc length of 185.69', with a radius of 517.34', with a chord bearing of S 20 8" W, with a chord length 184.69'; thence with a reverse curve turning to the left with an arc length of 165.12', with a radius of 492.86', with a chord bearing of S 20 5" W, with a chord length of 164.35', thence S 10 3" W distance of 1139.72'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of S 34 7" E, with a chord length of 35.36'; thence S 79 7" E distance of 133.70'; thence with a curve turning to the right with an arc length of 303.25', with a radius of 530.00', with a chord bearing of S 63 8" E, with a chord length of 299.13'; thence S 46 8" E a distance of 765.01'; thence with a curve turning to the left with an arc length of 39.27' with a radius of 25.00', with a chord bearing of N 88 1" E, with a chord length of 35.36'; thence N 43 1" E a distance of 719.38'; thence with a curve turning to the left with an arc length of 153.73' with a radius of 287.40' with chord bearing of N 26 4" E, with a chord length of 151.90'; thence N 17 " E distance of 172.90'; thence with a curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of N 07 8" W with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 283.42', with a radius of 60.00', with a chord bearing S 77 3" E, with a chord length of 84.37'; thence with a reverse curve turning to the left with an arc length of 30.97', with a radius of 31.15', with a chord bearing of S 48 7" W, with a chord length of 29.71'; thence S 17 5" W a distance of 172.90'; thence with a curve turning to the right with an arc length of 176.91', with a radius of 369.82', with a chord bearing of S 26 0" W with a chord length of 175.23'; thence S 43 1" W a distance of 723.13'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of S 01 9" E with chord length of 5.36_; thence S 45 9_ E a distance of 1373.69_; thence with a curve turning to the right with an arc length of 174.15_ with a radius of 130.00_, with a chord bearing of S 08 4_E, with a chord length of 161.41'; thence S 29 20" W a distance of 462.39'; thence with a curve turning to the left with an arc length of 111.86', with a radius of 70.00' with a chord bearing of S 15 4" E, with a chord length of 100.33'; thence S 61 1" E a distance of 1236.16'; thence with a curve turning to the left with an arc length of 283.02' with a radius of 470.00', with a chord bearing of S 78 3" E, with a chord length of 278.76'; thence N 83 5" E a distance of 169.48'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of N 38 5" E, with a chord length of 35.36'; thence N 06 5" W a distance of 763.77'; thence with a curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of N 30 9" W, with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 292.55', with a radius 60.00', with a chord bearing of N 83 5" E, with a chord length of 77.65'; thence with a reverse curve turning to the left with an arc length of 21.68' with a radius of 25.00', with a chord bearing of S 18 9" W, with a chord length of 21.00'; thence S 06 5" E a distance of 763.77'; thence with a curve turning to the left with an arc length of 39.27' with a radius of 25.00', with a chord bearing of S 51 5" E, with a chord length of 35.36'; thence N 83 5" E a distance of 1083.05'; thence S 04 2" E a distance of 60.01'; thence S 83 5" W a distance of 1361.26'; thence with a curve turning to the right with an arc length of 319.15', with a radius of 530.00', with a chord bearing of N 78 2" W, with a chord length of 314.35'; thence N 61 1" W a distance of 1236.16'; thence with a curve turning to the right with an arc length of 207.03', with a radius of 128.75', with a chord bearing of N 16 6" W, with a chord length of 185.43'; thence N 29 0" E a distance of 463.68'; thence with a curve turning to the left with an arc length of 93.77', with a radius of 70.00', with a chord bearing N 08 5" W, with a chord length of 86.91'; thence N 46 8" W a distance of 2248.70'; thence with a curve turning to the left with an arc length of 268.92', with a radius of 470.00', with a chord bearing of N 63 7" W, with a chord length of 265.27'; thence N 79 7" W a distance of 133.69'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of S 55 14" W, with a chord length of 35.36'; thence S 10 4" W a distance of 1320.55; thence with a curve turning to the left with an arc length of 39.35', with a radius of 25.00', with a chord bearing of S 34 5" E with a chord length of 35.41', thence S 79 7" E a distance of 422.31'; thence with a curve turning to the right with an arc length of 107.98', with a radius of 85.35', with a chord bearing of S 43 0" E, with a chord length of 100.92'; thence S 06 1" E a distance of 842.90'; thence with a curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of S 31 4" E, with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 292.54', with a radius of 60.00', with a chord bearing of S 83 9" W, with a chord length of 77.65'; thence with a reverse curve turning to the left with an arc length of 21.68' with a radius of 25.00', with a chord bearing of N 17 2" E, with a chord length of 21.00; thence N 06 1" W a distance of 843.23'; thence with a curve turning to the left with an arc length of 31.63', with a radius of 25.00', with a chord bearing of N 43 5" W, with a chord length of 29.56'; thence N 79 7" W a distance of 1521.21'; thence with a curve turning to the left with an arc length of 39.27', with as radius of 25.00', with a chord bearing of S 55 3" W, with a chord length of 35.36'; thence S 10 3" W a distance of 321.22'; thence with a curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of S 14 0" E, with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 292.54', with a radius of 60.00', with a chord bearing of N 79 7" W, with a chord length of 77.65'; thence with a reverse curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of N 35 6" E, with a chord length of 21.00'; thence N 10 4" E a distance of 321.22'; thence with a curve turning to the left, with an arc length of 39.27', with a radius of 25.00', with a chord bearing N 34 7" W, with a chord length of 35.36'; thence N 79 8" W a distance of 78.90'; thence with a curve turning to the left with an arc length of 21.40', with a radius of 32.06', with a chord bearing: of S 75 9" W, with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 292.54', with a radius of 60.00', with a chord bearing of N 10 3" E, with a chord length of 77.65'; thence with a reverse curve turning to the left with an arc length of 24.16', with a radius of 31.49', with a chord bearing of S 57 6" E, with a chord length of 23.57'; thence S 79 6" E distance of 1175.00'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of N 55 4" E, with a chord length of 35.36'; thence N 10 3" E distance of 1320.64'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of N 34 7" W, with a chord length of 35.36'; thence N 79 7" W a distance of 1405.80'; thence with a curve turning to the left with an arc length of 21.68', with a. radius of 25.00', with a chord bearing of S 75 9" W, with a chord length of 21.00'; thence with a reverse curve turning to the right with an arc length of 292.54', with a radius of 60.00', with a chord bearing of N 10 3" E, with a chord length of 77.65'; thence with a reverse curve turning to the left with an arc length of 21.68', with a radius of 25.00', with a chord bearing of S 54 23"E, with a chord length of 21.00'; thence S 79 7" E a distance of 1405.80'; thence with a curve turning to the left with an arc length of 39.27', with a radius of 25.00', with a chord bearing of N 55 3" with a chord length of 35.36': thence N 10 3" a distance of 1139.90'; thence with a curve turning to the right with an arc length of 206.48, with a radius of 571.16', with a chord bearing of N 21 7" E, with a chord length of 205.36'; thence with a reverse curve turning to the left with an arc length of 144.12' with a radius of 469.97', with a chord bearing of N 19 9" E, with a chord length of 143.55'; thence N 10 4" E, a distance of 3540.65'; thence S 79 28" E a distance of 60.00'; which is the point of beginning, having an area of 1330111.62 square feet, 30.535 acres

Depicted as the roadways for Phases I and 2 of Timberland Estates Subdivision upon the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin & Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated February 2, 2006 and recorded in the office of the Clerk of Superior Court, Camden County, Georgia in Plat Drawer 20, Maps 3, 4 and 5.

ROADS FOR PHASE VII:

All of that certain property being located in the 270th GMD, Camden County, Georgia and being described as follows to wit:

Commencing at the intersection of the west r/w of New Post Road and the south r/w of Linda Plantation Road; said point lies S 00 9" W a distance of 1222.21'; which is the POINT OF BEGINNING; thence S 00 1" W a distance of 60.88'; from a commencement; thence N 79 7' W a distance of 1262.54'; thence with a curve turning to the left with an arc length of 463.38', with a radius of 570.00'; with a chord bearing of S 77 1" W, with a chord length of 450.73'; thence S 52 9" W, a distance of 20.01'; thence with a curve turning to the left with an arc length of 28.31', with a radius of 32.87', with a chord bearing of S 18 9" W, with a chord length of 27.45'; thence with a reverse curve turning to the right with an arc length of 287.46', with a radius of 60.00', with a chord bearing of N 57 3" W with a chord length of 81.45'; thence with a reverse curve turning to the left with an arc length of 13.51' with a radius of 55.17', with a chord bearing of N 64 0" E, with a chord length of 13.47'; thence N 57 1" E, a distance of 0.00'; thence with a curve turning to the right with an arc length of 571.04'. with a radius of 630.00', with a chord bearing of N 74 4" E, with a chord length 551.69'; thence S 79 7" E a distance of 1252.21'; thence S 00 1" W distance 50.88'; which is the point of beginning, having an area of 118861.35 square feet, 2.729 acres.

Depicted as the roadway for Phase 7 of Timberland Estates Subdivision upon the map and plan of Timberland Estates Subdivision, prepared by Charles H. Tomberlin & Associates, certified by Charles H. Tomberlin, Georgia Registered Land Surveyor No. 2973, dated July 7, 2008 and recorded in the office of the Clerk of Superior Court, Camden County, Georgia in Plat Cabinet 4, File 93-G.

The indebtedness secured by said deed to secure debt has been declared due and payable by reason of default under the provisions of said deed to secure debt and the terms of the note or notes secured thereby, and sale will be made for the purpose of applying the proceeds thereof toward expenses of sale, payment of indebtedness and interest thereon, and any balance remaining shall be applied as provided by law. To the best knowledge of Fitzmark, LLC, the property will be sold as the property of TIMBERLAND ESTATES, LLC.

Notice has been given of intention to enforce provisions for collection of attorney's fees and expenses of foreclosure in accordance with legal requirements and the terms of the above note and deed to secure debt. The property will be sold subject to 1) any outstanding ad valorem taxes (including taxes which are a lien, but not yet due and payable), 2) any matters which might be disclosed by an accurate survey and inspection of the Property, 3) any assessments, liens, encumbrances, zoning ordinances, restrictions, easements and covenants which continue to be in effect and have priority over the interest of the purchaser at the non-judicial foreclosure sale contemplated by this Notice of Sale; and 4) matters of record superior to the Security Deed first set out above.

FITZMARK, LLC, BY ASSIGNMENT

FROM BNP PARIBAS VPG BROOKLINE

CRE, LLC, Attorney-in-Fact

for Timberland Estates, LLC

ANDERSEN, TATE & CARR, P.C.

ONE SUGARLOAF CENTRE

1960 SATELLITE BOULEVARD,

SUITE 4000

DULUTH, GEORGIA 30097

770-822-0900

THE LAW FIRM IS ACTING AS A DEBT COLLECTOR ATTEMPTING TO COLLECT A DEBT. ANY INFORMATION OBTAINED WILL BE USED FOR THAT PURPOSE.

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