Thomas Jefferson Papers

Notes on Surveys at Monticello, 13 August 1806

1806. July 31. from the house to Thoroughfare

Beginning under Apex of Western Portico

S. 60 W. to end of level 118.5 yds 21.55 po. (by Odometer)

S. 30. E. 80.5 yds=14.63 po. into upper Roundabout

S. 62 W. along middle of Mulberry row 77.=14. po to where the road to Grave yd separates frm Upr Rdabt.

S. 57¼ W. 165. yds 30 po. to gate of graveyd. (note. the graveyard is 80. f. sq.=4.84 po.

S. 44½ E. along the wall of graveyard & the Thorn hedge 187. yds=34. po into the Rd.abt below the orchard.

S. 70 W. along Rd.abt. 16=2.90 po to the oak before Stewart’s door

S. 77½ W.52.=9.45 po along Rd.abt. to where road turns off to the Thoroughfare. the old road down the mountain is 26. yds.=4.73 po ahead from end of this last line.

S. 15½ W. along the road. 129.=23.45 po

S. 66¼ along do 73.=13.26 po to centr Thorofare gate.

sa. co. 15. to center of public road. 2.73. po

Note. Willis’s Mountn bears S. 4¼ E. magnetic


with the Odometer.

to turn yards into poles, double them & divide by 11.


1806 Aug. 1. from the house to the river at the Mill-dam ford.

Beginning under Apex of Eastern Portico

 the 2. Apexes are 84 f 17 I.=28.2 yds apart 5.13 po

N. 61¾ E. 28 yds to end of level.=5.08 po

sa. co. 87. to upper Rd.abt.=15.81 po

S. 79. E. 23=4.18 po from end of this course the Smith’s shop ranges N. 44½ W. 15. yds. 2.73 po to S.W. corner.

S 61. E. 42.=7.62 po

S. 34½ E. 33=6. po to intersection of Mulbery row contind.

S. 13 E. 8=1.45 to intersect of front line of stable contd.

 from end of this line 15½ yds to N.E. L of stable=2.81 po

sa. co. 15. to fork of roads.=2.73

S. 79½ E. 20. along road to Milldam ford=3.62 po.

N. 47½ E. 54. do.=9.81 po.


1806. Aug. 3. Servey of upper Roundabt. very exact

Beginning at the S.W. end of the level, to wit the end of the 1st course of July 31.

S. 59½ W. 18.4 po. to uppr Roundabt. (by the chain) then along the same constantly.

———

N. 2. E. 6. po

N. 17¾ E. 14. 60

N. 41½ E. 12. po.

N. 56¼ E. 8.

N. 70. e. 16.

N. 85½ E. 7.62

S. 74½ E. 4.44 to opposite plank kiln distant 8. f.

sa. co. 6.

S. 53½ E. 7. 38 to a point in Axis of house produced.

S. 22. E 5.44.

S. 9. W. 7.06

S. 34½ W. 7.48 into middle of Mulberry row, the road to kitchens turning off at same place

S. 61. W. 8.68 to opposite Stone house door 12. f. distant

sa. co. 3.72 to axis of Cellar passage produced.

sa. co. 8.44 to opposit S. W. end of S. pavilion, it’s S. W. corner distant 6.20

sa. co. 20.50 to oppos. N.E. corner joiner’s shop distt. 12 f

sa. co. 10.44 to fork of graveyard road.

N. 51¼ W. 8.44

N. 32½ W.  6.84 to Begg. where we drove a pin
169.16

======

Survey of road to Mill-dam ford.

Aug. 13. 06. Beginng. at the end of work of Aug. 1.

XXXXXXX

yds    yds po
85
155
N. 25¾° E. 70 = 12.72
164 N. 49¾ E. 9 = 1.62 to fork of road thro’ farm to river.
218 sa. co. 54 = 9.81 to fork of road to stone spring
111 N. 60 E. 113 = 20.54 to the gate on the Orchard Rd.about
190 N. 63. E. 79 = 14.36
30 N. 88. E. 60 = 10.90
120 S. 84½ E. 90 = 16.36
193 S. 58½ E. 73 = 13.26
60 S. 29. E. 96 = 17.44 to head of Papaw valley.
94 S. 80¼ E. 25 = 4.54
115 N. 67. E. 21 = 3.81 to rock in the road.
181 N. 84. E. 66 = 12.
220 N. 70 E. 39 = 7.09
26 N. 40¼ E. 26 = 4.72
113 N. 60 E. 80 = 15.81
163 N. 82. E. 50 = 9.09
6 S. 82. E. 63 = 11.45 to head of valley
24 N. 32¾ E. 18 = 3.27
44 N. 8. W. 20 = 3.63
76 N. 35. W. 32 = 5.81
118 N. 11½ E. 44 = 7.63 to foot of 1st descent
149 N. 75. E. 31 = 5.63 along level
S. 71. E. 97 = 17.63  do.
26 S. 50. E. 38 = 6.90 to upper ford of a bank of rock at end of level
64  the upper spring bears hence N. 17. W. 10 =
64 N. 20½ E. 33 = 6  to foot of descent
97 N. 6. E. 49 = 8.90  along level
146 N. 72 E. 40 = 7.27 to a bed of rock in the road
186 N. 56¾ E. 43 = 7.81 still along the level
9 N. 83. E. 44 = 8. to end of level
53 N. 58. E. 124 = 22.54 to foot of descent
177 N. 85¾ E. 26 = 4.72 along level to it’s end
203 N. 86. E. 50 = 9.09 to foot of descent
33 S. 62¼ E 35 = 6.36 along level.
68 S. 39½ E. 42 = 7.63 along level to lower spring branch
110    the lower spring 5. yds = to the right
143 N. 43. E. 33 = 6. along level
183 N. 88½ E. 40 = 7.27  do.
214 S. 60. E. 31 = 5.63  do.
89 S. 58½ E. 95 = 17.27  do. } along the rich old hill side
177 S. 26¾ E. 88 = 16.  do.
7 S. 40¾ E. 50 = 9.09 along level
26 N. 68¼ E. 19 = 3.45 across the head of the rock spring valley
121 N. ½ W. 95 = 17.27 the rock spring bears N 82 W. abt 42 =
164 N. 22½ E. 43 = 7.81 to end of level
180 N. 58. E. 16 = 2.90 descending
16 N. 86¾ E. 56 = 10.18 to foot of descent & head of valley
79 N. 49¼ W. 63 = 11.45 along level
109 N. 10½ W. 30 = 5.45  do.
144 N. 53¾ E. 35. = 6.36  do.
172 due E. 28. = 5.08 to end of level.
11 N. 88. E. 59 = 10.72 descending
86 S. 81½ E. 75 = 13.63  do.
160 N. 80½ E. 74 = 13.45 to a broad rock by the road left side being the foot of descent.
202 S. 47½ E. 42 = 7.63

   the tree at the W. end of the dam bears hence N. 31¼ E. 28 = 5.08 the end of dam is 2. yds further

   the range of the dam is S. 62¾ E.

S. 3 E. 62 = 11.27 to opposite middle of the island
44 S. 49¼ E. 71 = 12.90
115  the abutment or shoulder of dam bears N. 42½ E.
S. 36¼ E. 75 = 13.63
190 S. 54½ E. 25 = 4.54 to the ford
215    abutmt or shouldr. of dam bears hence N. 3½ E.
   the ford ranges N. 78½ E.

MHi: Coolidge Collection.

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