September 7, 2010 Earthwork Services Job # 22223 RE: Job Name Dear Sirs, Enclosed please find grid elevation, cut/fill graphics and volumes for this project, which was calculated using the average end area method and the following assumptions:

1. A stripping depth of 2’ was applied to the new building areas. 2. A stripping depth of 1’ was applied to the rest of site. 3. A depth of 14” from design elevations to subgrade in the heavy paving. 4. A depth of 9” from design elevations to subgrade in the parking. 5. A depth of 8” from design elevations to subgrade in the McCall Rd. 6. A depth of 8” from design elevations to subgrade in the landscaping. 7. A depth of 0” from design elevations to subgrade in the pond areas. 8. A depth of 12” from finish floor elevations to subgrade in the buildings.

TOTAL RAW VOLUMES IN PLACE (Volumes are in Cubic Yards)

Activity Area (ft2) Cut Volume Fill Volume Demolition VolumeFinish Site 663,744 18,951 46,109 27,186 Please call after you have reviewed this information if you have any questions. * Raw volumes are calculated after existing terrain has been stripped, thus creating less cut and more fill of suitable material. Raw volumes have not been adjusted to reflect shrink or swell for compaction and expansion and are volumetric areas only.

Title

Job: Job NameUnits: Ft-CY

Tue Sep 07, 2010 11:12:08 Page 1

Volume Report Subgrade vs. Stripped

Area Volume Comp/Ratio Compact Export Change

Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft BLDG 1 9,670 7,623 1,649 398 373 110 1.00 1.00 373 110 263 36 BLDG 2 59,884 17,969 41,360 555 1,909 6,802 1.00 1.00 1,909 6,802 -4,893 222

BLDG Sub: 69,554 25,592 43,009 953 2,282 6,912 2,282 6,912 -4,630 258

HEAVY PAVING 1 21,364 1 21,211 152 0 1,672 1.00 1.00 0 1,672 -1,672 79 HEAVY PAVING 2 9,662 5,125 2,691 1,846 325 46 1.00 1.00 325 46 279 36 HEAVY PAVING 3 236,762 25,510 210,083 1,169 3,195 26,645 1.00 1.00 3,195 26,645 -23,450 877

HEAVY Sub: 267,788 30,636 233,985 3,167 3,520 28,363 3,520 28,363 -24,843 992

LANDSCAPING 203,962 94,386 102,876 6,700 8,129 6,414 1.00 1.00 8,129 6,414 1,715 755

MCCALL RD 24,770 0 24,765 5 0 1,038 1.00 1.00 0 1,038 -1,038 92

PARKING 26,675 17,376 8,600 699 1,148 336 1.00 1.00 1,148 336 812 99

POND AREA 1 36,868 11,853 24,525 490 941 2,335 1.00 1.00 941 2,335 -1,394 137 POND AREA 2 34,127 21,214 11,940 973 2,931 711 1.00 1.00 2,931 711 2,220 126

POND Sub: 70,995 33,067 36,465 1,463 3,872 3,046 3,872 3,046 826 263

Regions Total 663,744 201,057 449,700 12,987 18,951 46,109 18,951 46,109 -27,158 2,459 Plane Slope

Stripping Qtys Area Area Depth Volume STRIP NEW BLDG AREA 1 9,667 9,691 2.000 718 STRIP NEW BLDG AREA 2 59,865 59,950 2.000 4,441

STRIP Sub: 69,532 69,641 5,159

STRIPPING 594,233 594,717 1.000 22,027

Stripping Total 663,765 664,358 27,186

Plane Slope

Sectional Qtys Area Area Depth Volume BLDG 1 9,669 9,709 1.000 360 BLDG 2 59,884 59,995 1.000 2,222

BLDG Sub: 69,553 69,704 2,582

HEAVY PAVING 1 21,364 21,685 1.167 937 HEAVY PAVING 2 9,662 9,876 1.167 427 HEAVY PAVING 3 236,762 236,953 1.167 10,242

HEAVY Sub: 267,788 268,514 11,606

LANDSCAPING 203,962 206,349 0.670 5,121

MCCALL RD 24,770 24,944 0.670 619

PARKING 26,675 26,954 0.750 749

POND AREA 1 36,868 37,824 0.000 0 POND AREA 2 34,127 35,221 0.000 0

POND Sub: 70,995 73,045 0

Sectional Total 663,743 669,510 20,677

+F0 97281.02

280.05

+F1 68282.72

281.04+ON GD

280.99

280.91

+F0 42281.56

281.14+F0 94

282.19

281.25+C0 79

281.05

281.84

+F0 83281.95

281.12+F0 93

282.75

281.82+F0 20

282.35

282.15+C0 88

281.29

282.17+C4 42

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281.85+C5 79

275.87

281.66+C3 05

278.57

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283.04

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280.41

281.04+C4 96

276.40

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276.20

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275.15

281.28+C3 43

276.66

280.09+C4 79

270.95

275.74+F1 13

275.76

274.63

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279.09+F1 14

281.35

280.21+C2 48

277.84

280.32+C3 77

276.93

280.70+C3 61

276.20

279.81+C2 77

276.20

278.97+F1 01

276.20

275.19+ON GD

275.67

275.63+F1 55

275.22

273.67+F2 10

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272.98+C4 18

268.22

272.40+C5 63

265.69

271.32+C2 47

270.01

272.48

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276.57+F2 22

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270.79+F2 55

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272.03

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277.42+F1 09

279.44

278.35+C0 90

277.27

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276.20

274.39+F3 73

276.20

272.47+F2 08

275.01

272.93+F2 14

274.66

272.52+F3 71

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271.55+F4 57

275.79

271.22+F4 24

275.43

271.19+F3 31

274.15

270.84+F1 92

273.21

271.29+F0 88

272.71

271.83

+F1 40279.44

278.04+F1 06

279.81

278.75+F1 90

275.40

273.50+F4 35

276.26

271.91+F4 87

276.20

271.33+F5 71

276.20

270.49+F4 93

275.98

271.05+F4 16

274.99

270.83+F3 66

274.55

270.89+F3 97

274.86

270.89+F3 02

274.48

271.46+F1 65

274.10

272.45+F0 86

274.06

273.20

+F1 35279.38

278.03+F0 46

278.40

277.94+F2 84

274.52

271.68+F3 55

274.68

271.13+F4 82

275.24

270.42+F5 71

275.76

270.05+F7 12

276.20

269.08+F7 24

276.20

268.96+F5 03

275.81

270.78+F3 53

275.37

271.84+F2 20

275.08

272.88+F0 49

274.79

274.30

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274.76+F1 97

273.24

271.27+F2 28

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269.38+F4 92

274.12

269.20+F5 17

274.65

269.48+F5 06

275.20

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271.29+F3 34

275.85

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276.08

273.67+F0 94

275.68

274.74+F0 15

276.07

275.92

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269.89+C3 94

266.00

269.94+F5 58

274.45

268.87+F6 76

275.27

268.51+F5 81

274.98

269.17+F5 28

275.17

269.89+F4 24

276.49

272.25+F3 78

277.05

273.27+F2 28

276.77

274.49+F0 50

276.57

276.07+ON GD

277.42

277.33

+F1 75270.71

268.96+C2 27

267.00

269.27+C2 14

267.32

269.46+F0 90

270.16

269.26+F4 66

273.93

269.27+F5 19

275.46

270.27+F2 32

277.08

274.76+F2 05

277.30

275.25+C0 68

276.80

277.48+C1 38

276.83

278.21+C1 98

277.72

279.70

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271.41+C0 40

279.61

280.01+C2 71

277.35

280.06+C1 69

277.31

279.00+C2 27

277.28

279.55+C2 77

277.86

280.63

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281.34+C3 34

278.15

281.49+C3 69

277.90

281.59

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280.92+C1 12

280.22

281.34

7.50 7.00 6.50 6.00 5.50 5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50± .100 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50

0 140 280