TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-121
PB-122
PB-123
PB-124
PB-125
PB-126
PB-127
PB-128
PB-129
PB-130
PB-134
PB-135
PB-136
PB-137
PB-138
PB-139
PB-140
PB-141
PB-142
PB-143
PB-144
PB-145
PB-146
PB-147
PB-148
PB-149
PB-150
PB-151
PB-152
PB-153
PB-154
PB-155
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
9
17
14
17
27
32
25+
29
37
17
32
32
40+
35+
30+
22
22
8
35+
27
30+
4.5
9
5.5
12
12
12
5.5
7
27
22
17
9/5
17 / 28+
14 / 7
17 / 7.5
27 / 9.5+
32 / 3+
25+ / ?
29 / 1+
37 / 2
17 / 13+
32 / 3+
32 / 2
40+ / ?
35+ / ?
30+ / ?
22 / 9.5
22 / 3+
8/4
35+ / ?
27/ 3+
30+ / ?
4.5 / 7.5
9 / 10.5
5.5 / 9.5+
12 / 5
12 / 8
12 / 10.5
5.5 / 11
7 / 13
27 / NA
22 / 8
17 / 5
14
45+
21
24.5
36.5+
35+
25+
30+
39
30+
35+
34
40+
35+
30+
31.5
25+
12
35+
30+
30+
12
19.5
15+
17
20
22.5
16.5
20
27
30
22
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
9
17
14
17
27
30
20
25
30
17
30
30
30
30
25
22
22
8
30
25
25
4.5
9
5.5
12
12
12
5.5
7
20
22
17
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
5
28+
7
7.5
9.5+
5+
5+
5+
9
13+
5+
4
10+
5+
5+
9.5
3+
4
5+
5+
5+
7.5
10.5
9.5+
5
8
10.5
11
13
7
8
5
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-156
PB-157
PB-158
PB-159
PB-160
PB-161
PB-162
PB-163
PB-164
PB-165
PB-166
PB-167
PB-168
PB-169
PB-170
PB-171
PB-172
PB-173
PB-174
PB-175
PB-176
PB-177
PB-178
PB-179
PB-180
PB-182
PB-184
PB-187
PB-190
PB-192
PB-199
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
22
24.5
25+
12
12
17
17
17
27
16
22
30+
17
37
27
22
32
19.5
12
8
9.5
3
5.5
35+
14
22
22
17
17
27
17
22 / 3
24.5 / 20.5
25+ / ?
12 / 17.5+
12 / 14
17 / 10.5
17 / 15
17 / 5
27 / 6+
16 / NA
22 / NA
30+ / ?
17 / 15.5
37 / 3+
27 / 8+
22 / 10
32 / 3+
19.5 / 2.5
12 / 17
8 / 9.5
9.5 / 5
3/9
5.5 / 22.5
35+ / ?
14 / 3
22 / 3+
22 / 3+
17 / 5
17 / 15
27 / 3+
17 / 7.5
25
45
25+
29.5+
26
27.5
32
22
33+
16
22
30+
32.5
40+
35+
32
35+
22
29
17.5
14.5
12
28
35+
17
25+
25+
22
32
30+
24.5
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
20
20
20
12
12
17
17
17
25
12
17
25
17
30
27
22
30
19
12
8
9.5
3
5.5
30
12
20
20
17
17
25
17
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
5
25
5+
17.5+
14
10.5
15
5
8+
4
5
5+
15.5
10+
8+
10
5+
3
17
9.5
5
9
22.5
5+
5
5+
5+
5
15
5+
7.5
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-200
PB-201
PB-202
PB-203
PB-204
PB-205
PB-206
PB-207
PB-208
PB-231
PB-232
PB-233
PB-234
PB-235
PB-236
PB-237
PB-238
PB-239
PB-240
PB-241
PB-242
PB-243
PB-245
PB-250
PB-251
PB-252
PB-253
PB-254
PB-255
PB-256
PB-257
PB-258
PB-259
PB-260
PB-262
PB-263
PB-265
PB-266
PB-270
PB-271
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
12
17
12
12
12
14
17
17
32
24
25+
12
8
12
24
35+
22
30+
37
32
22
22
17
17
30+
37
22
27
24
22
28
37
14
22
22
12
20
17
1.5
6.5
12 / 15
17 / 5
12 / 7.5
12 / 11.5
12 / 14
14 / 8
17 / 9
17 / 9.5
32 / 18+
24 / 1+
25+ / ?
12 / 12
8 / 19
12 / 12
24 / 6
35+ / ?
22 / 5
30+ / ?
37 / ?
32 / 3+
22 / 3+
22 / 8+
17 / 8+
17 / 13+
30+ / ?
37 / 3+
22 / 10
27 / 10
24 / 8
22 / 14.5
28 / 17+
37 / NA
14 / 8
22 / 10
22 / 10
12 / 12
20 / 17
17 / 19.5
1.5 / 15.5
6.5 / 13
27
22
19.5
23.5
26
22
26
26.5
50+
25+
25+
24
27
24
30
35+
27
30+
40+
35+
25+
30+
25+
30+
30+
40+
32
37
32
36.5
45+
37
22
32
32
24
37
36.5
17
19.5
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
12
17
12
12
12
14
17
17
30
22
20
12
8
12
22
30
22
25
30
30
22
22
17
17
25
30
22
27
24
22
28
30
14
22
22
12
20
17
1.5
6.5
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
15
5
7.5
11.5
14
8
9
9.5
20+
3+
5+
12
19
12
8
5+
5
5+
10+
5+
3+
8+
8+
13+
5+
10+
10
10
8
14.5
17+
7
8
10
10
12
17
19.5
15.5
13
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-272
PB-273
PB-274
PB-275
PB-276
PB-277
PB-278
PB-279
PB-280
PB-281
PB-282
PB-283
PB-284
PB-285
PB-286
PB-287
PB-288
PB-289
PB-290
PB-291
PB-293
PB-296
PB-297
PB-298
PB-299
PB-300
PB-301
PB-302
PB-303
PB-304
PB-305
PB-306
PB-307
PB-308
PB-309
PB-310
PB-311
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
12
17
29
2
4.5
19
8
24.5
25+
25+
34.5
27
22
22
24
17
22
12
27
14
12
3.5
27
25+
17
12
25+
17
25+
22
45+
35+
17
24
30
19
17
12 / ?
17 / 13+
29 / 6+
2 / 14
4.5 / 12.5
19 / 6+
8 / 13
24.5 / 5.5+
25+ / ?
25+ / ?
34.5 / 0.5+
27 / 8+
22 / 8
22 / 10.5
24 / 16+
17 / 12
22 / 9+
12 / 18+
27 / 13+
14 / 15.5
12 / 12.5
3.5 / 11
27 / 8+
25+ / ?
17 / 10.5
12 / 12
25+ / ?
17 / NA
25+ / ?
22 / 8+
45+ / ?
35+ / ?
17 / 7.5
24 / 6+
30 / 5+
19 / 16+
17 / 10
40+
30+
35+
16
17
25+
21
30+
25+
25+
35+
35+
30
32.5
40+
29
31+
30+
40+
29.5
24.5
14.5
35+
25+
27.5
24
25+
17
25+
30+
45+
35+
24.5
30+
35+
35+
27
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
12
17
29
2
4.5
19
8
24
20
20
30
27
22
22
24
17
22
12
27
14
12
3.5
27
20
17
12
20
12
20
22
30
30
17
24
30
19
17
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
?
13+
6+
14
12.5
6+
13
6+
5+
5+
5+
8+
8
10.5
16+
12
9+
18+
13+
15.5
12.5
11
8+
5+
10.5
12
5+
5
5+
8+
15+
5+
7.5
6+
5+
16
10
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-312
PB-313
PB-314
PB-315
PB-316
PB-317
PB-318
PB-319
PB-320
PB-321
PB-322
PB-323
PB-324
PB-325
PB-326
PB-327
PB-328
PB-329
PB-330
PB-331
PB-332
PB-333
PB-334
PB-335
PB-336
PB-337
PB-338
PB-339
PB-340
PB-341
PB-342
PB-343
PB-344
PB-345
PB-346
PB-347
PB-348
PB-349
PB-350
PB-351
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
1.5
32
22
22
20
30+
12
17
22
30+
8
17
17
17
17
30+
17
17
12
9
12
12
37
30+
25+
25+
19.5
27
40+
22
17
25+
22
34
30+
40+
22
35+
18
12
1.5 / 11
32 / 3+
22 / 13+
22 / 10
20 / 16.5
30+ / ?
12 / 7.5
17 / 2.5
22 / 8+
30+ / ?
8 / 8.5
17/ 17
17 / 7
17 / 7.5
17 / 9.5
30+ / ?
17 / 10.5
17 / 13
12 / 16
9 / 16.5
12 / 10
12 / 12.5
37 / 3+
30+ / ?
25+ / ?
25+ / ?
19.5 / 5
27 / 4.5
40+ / ?
22 / 8+
17 / 8
25+ / ?
22 / 14
34 / 1+
30+ / ?
40+ / ?
22 / 5
35+ / ?
18 / NA
12 / 4
12.5
35+
35+
32
36.5
30+
19.5
19.5
30+
30+
16.5
34
24
24.5
26.5
30+
27.5
30
28
25.5
22
24.5
40+
30+
25+
25+
24.5
31.5
40+
30+
25
25+
36
35+
30+
40+
27
35+
18
16
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
1.5
30
22
22
20
25
12
17
22
25
8
17
17
17
17
25
17
17
12
9
12
12
30
25
20
20
19
27
30
22
17
20
22
30
25
30
22
30
15
12
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
11
5+
13+
10
16.5
5+
7.5
2.5
8+
5+
8.5
17
7
7.5
9.5
5+
10.5
13
16
16.5
10
12.5
10+
5+
5+
5+
5.5
4.5
10+
8+
8
5+
14
5+
5+
10+
5
5+
3
4
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-352
PB-353
PB-354
PB-355
PB-356
PB-357
PB-358
PB-359
PB-360
PB-361
PB-362
PB-363
PB-364
PB-365
PB-366
PB-367
PB-368
PB-369
PB-370
PB-371
PB-372
PB-373
PB-374
PB-375
PB-376
PB-377
PB-378
PB-379
PB-380
PB-381
PB-382
PB-383
PB-384
PB-385
PB-386
PB-387
PB-388
PB-389
PB-390
PB-391
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
5.5
7
5.5
17
22
12
8
17
17
14
14
17
24
19
22
19
22
25+
22
22
25
27
5.5
17
22
19
17
17
12
12
27
14.5
22
12
8
8
8
5.5
5.5
8
5.5 / 8.5
7 / 9.5
5.5 / 6.5
17 / 12.5
22 / 8
12 / 10
8 / 14
17 / 5
17 / 10.5
14 / 8
14 / 8
17 / 9
24 / 1+
19 / 6+
22 / 3+
19 / 6+
22 / 3+
25+ / ?
22 / 10
22 / 9
25 / 10+
27 / 3+
5.5 / 16.5
17 / 13+
22 / 8+
19 / 6+
17 / 14.5
17 / 8+
12 / 10
12 / 12
27 / 13
14.5 / 12.5
22 / 8+
12 / 12.5
8 / 10.5
8 / 9.5
8 / 12
5.5 / 11.5
5.5 / 16.5
8 / 13.5
14
16.5
12
29.5
30+
22
22
22
27.5
22
22
26
25+
25+
25+
25+
25+
25+
32
31
35+
30+
22
30+
30+
25+
31.5
25+
22
24
40+
27
30+
24.5
18.5
17.5
20
17
22
21.5
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
5.5
7
5.5
17
22
12
8
17
17
14
14
17
20
19
20
19
20
20
22
22
25
27
5.5
17
22
19
17
17
12
12
27
14
22
12
8
8
8
5.5
5.5
8
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
8.5
9.5
6.5
12.5
8+
10
14
5
10.5
8
8
9
5+
6+
5+
6+
5+
5+
10
9
10+
3+
16.5
13+
8+
6+
14.5
8+
10
12
13+
13
8+
12.5
10.5
9.5
12
11.5
16.5
13.5
TABLE 2
STARKEY RANCH - REMAINING PHASES
POSSIBLE POND EXCAVATION DEPTHS
Pond
Number
Boring
No.
PB-392
PB-393
PB-394
PB-395
PB-396
PB-397
PB-398
PB-399
PB-400
PB-401
PB-402
PB-403
Depth of Sandy Soils Depth / Thickness
Depth to Weathered
Suitable for Reuse of Semi-Confining
Limestone (Ft.)
(Ft.)1
Clayey Unit (Ft.)2
(Stratum 8)3
(Strata 1 - 5)
(Strata 6 and/or 7)
8
25+
17
17
29
12
8
22
22
25+
32
22
8 / 13
25+ / ?+D1
17 / 8+
17 / 10
29 / 1+
12 / 13+
8 / 14
22 / 8+
22 / 8+
25+ / ?
32 / 3+
22 / 13+
21
25+
25+
27
30+
25+
22
30+
30+
25+
35+
35+
Possible Pond
Approximate Soil
Excavation Depth
Cover Over
4
Limestone
if Pond
(Ft.)
(A)
Excavated to A (Ft.)5
8
20
17
17
25
12
8
22
22
20
30
22
Notes: 1) Soils suitable for reuse, typically fine sands to slightly clayey fine sands (Strata 1-5), after excavation, drying, mixing, proper placement
and compaction, as structural fill material.
2) Semi-confining unit consisting of clayey sand and/or clay soils (Stratum 6/7) or silt (Stratum 9); these soils are not suitable for reuse as structural fill.
3) Weathered limestone (Stratum 8) encountered at depth noted and typically extend at least to our boring termination depth.
4) Possible depth of pond excavation (subject to permitting) to obtain primarly Strata 1-5 reuseable sandy soils for structural fill; no
significant clayey soil (Stratum 6 and/or 7) excavation.
5) Approximate soil cover (typically clayey sands and/or clays Stratum 6 and/or 7), over weathered limestone (Stratum 8) if pond
excavated to A.
410.3/07851.xlsx
13
5+
8+
10
5+
13+
14
8+
8+
5+
5+
13+