San Marcos City Council
October 24, 2023

Appendix E
Geotechnical Evaluation














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GeoTek, Inc.

LOG OF EXPLORATORY BORING
CL
SC
30 S-1
50 CL
25 R-1
50 17 S-2
23 32
12 R-2
21 48
---Small Bulk ---No Recovery ---Water Table AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:
25 HOLE TERMINATED AT 20 FEET
No groundwater encountered
Backfilled with soil cuttings and asphalt patch
20 recovered as CLAY, olive gray, red mottling, stiff, low to medium plasticity recovered as Sandy CLAY cuttings, orange, slightly coarse, damp 15 recovered as Silty SAND, white/light brown, coarse, medium dense, slightly moist to damp.
10 Santiago Formation (Tsa)
Silty SAND base, light brown, coarse
Artificial Fill
Sandy CLAY cuttings, dark brown, slightly moist, stiff
Sandy CLAY cuttings, orange, slightly stiff, moist
Older Alluvium
5 Clayey SAND, light brown/reddish, moist, well-graded with some small gravels recovered as Silty SAND, very light brown/white with reddish lenses, coarse, dense, slightly damp
Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Asphalt - 1", Base - 3"

SAMPLES
USCS Symbol
BORING NO.: B-1
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB GeoTek, Inc.

LOG OF EXPLORATORY BORING
CL
CL
26 R-1 SM 15 110 CO
50 CL
7S - 1
11 24
25 R-2 16.9 114.5
35 50
28 S-2
50 ---Small Bulk ---No Recovery ---Water Table PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

SAMPLES
USCS Symbol
BORING NO.: B-2
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
Artificial Fill
Silty CLAY cuttings, dark brown, moist, slightly stiff
Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Asphalt - 2", Base - 3"
Sandy CLAY cuttings, bright red-orange, damp, soft
Older Alluvium
5 Sandy CLAY cuttings, light brown
Silty SAND, slightly damp, dense
recovered as Sandy CLAY, light brown/white, slightly damp to dry, stiff.

Cuttings turn light brown sandy clay
10 Santiago Formation (Tsa)
15 recovered as Silty SAND, light brown/white, moist, dense, poorly graded. Material at bottom shoe is CLAY, gray/olive, very moist to wet, highly plasticity HOLE TERMINIATED AT 20 FEET
Groundwater encountered at 20 feet
Backfilled with soil cuttings and asphalt patch
20 recovered as SAND, light brown, wet/saturated, dense, coarse, red mottling throughout. Groundwater.
25 AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
CL
CL
12 S-1
17 21
24 R-1 13.2 120.5
35 50
24 S-2
30 37
4 13
50 ---Small Bulk ---No Recovery ---Water Table AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:
25 HOLE TERMINATED AT 20 FEET
No groundwater encountered
Backfilled with soil cuttings and asphalt patch
recovered as sandy CLAY cuttings, orange brown
20 recovered as CLAY, gray-olive, very moist, very stiff recovered as Sandy CLAY cuttings, orange-brown
15 recovered as SAND, coarse grained, light brown/white, with red mottling Santiago Formation (Tsa)
10 recovered as Sandy CLAY, light brown/white with red-orange mottling throughout, moist, stiff, poorly graded
Older Alluvium
5 Sandy CLAY, cuttings turn reddish light brown, moist, soft Sandy CLAY, red brown, damp, stiff
Silty SAND base, dark brown
Artificial Fill
Sandy CLAY, dark brown cuttings
Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Asphalt - 2", Base - 8"

SAMPLES
USCS Symbol
BORING NO.: B-3
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB GeoTek, Inc.

LOG OF EXPLORATORY BORING

EI, AL, SA, SR
CL
BB-1
18 R-1 12.5 120.1
30 CL
50 11 S-1
22 32
32 R-2
50 21 S-2
40 50 BB-2
34 R-3
50 S-3
---Small Bulk ---No Recovery ---Water Table PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

SAMPLES
USCS Symbol
BORING NO.: B-4
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
Sandy CLAY cuttings, dark brown, stiff to medium stiff, damp, some organics Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Fill
Sandy CLAY, red brown, stiff, damp, gray mottling
orange-brown in color.
5 Older Alluvium
recovered as Silty SAND, light brown/white, orange mottling, coarse grained 10 Santiago Formation (Tsa)
15 recovered as Silty SAND, orange red-brown, dense, moist 20 recovered as SAND, white/gray, coarse grained, saturated, dense, groundwater Cuttings turn to mud slurry
25 AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
13 S-3
50 50 R-4
24 S-4
36 50
50 S-5
---Small Bulk ---No Recovery ---Water Table PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

Others

MATERIAL DESCRIPTION AND COMMENTS
recovered as SAND, white-gray, saturated, coarse, dense, orange mottling

SAMPLES
USCS Symbol
BORING NO.: B-4 Cont.

Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
30 Dry Density
(pcf)
35 40 recovered as SAND, coarse grained, black, moist, very dense 45 HOLE TERMINATED AT 50 FEET
Groundwater at 20 feet
Backfilled with soil cuttings and bentonite
50 55
AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 60 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
SC

15.8 108.3 EI, MD, AL, SA, RV
16 R-1
50 BB-1
12 S-1
18 24
7 S-2 SR
8 7
---Small Bulk ---No Recovery ---Water Table PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Artificial Fill

SAMPLES
USCS Symbol
BORING NO.: B-5
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
5 Santiago Formation (Tsa)
Cuttings turn bright red
Clayey SAND cuttings, reddish brown, moist, loose
10 recovered as clayey SAND, olive gray with orange mottling, dense, dry, mottled recovered as Sandy CLAY, white/gray, damp, stiff, high plasticity 15 recovered as Sandy CLAY, olive gray, very stiff
HOLE TERMINATED AT 15 FEET
No groundwater encountered
Backfilled with soil cuttings
20 25
AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
Lab testing:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
SC
12 S-1 SC
24 34
11 R-1
12 37
---Small Bulk ---No Recovery ---Water Table PROJECT NAME: Grand and Linda Vista DRILL METHOD: HSA OPERATOR: Manny CLIENT: AOA San Marcos, LLC DRILLER: Baja Exploration LOGGED BY: MSB LOCATION: See Boring Locaiton Map ELEVATION: DATE: 4/20/2020 PROJECT NO.: 3637-SD HAMMER: 140 lbs/ 30 in RIG TYPE:

SAMPLES
USCS Symbol
BORING NO.: B-6
Laboratory Testing
Depth (ft)
Sample Type
Blows/ 6 in
Sample
Number
Water
Content (%)
Clay SAND cuttings, dark brown, moist, loose, organics
Dry Density
(pcf)
Others

MATERIAL DESCRIPTION AND COMMENTS
Artificial Fill
Santiago Formation (Tsa)
Bottom 6" - SAND, bright red, coarse, damp
Older Alluvium
5 Top 12" of sampler: clayey SAND, light brown, medium dense, moist HOLE TERMINATED AT 10 FEET
recovered as sandy CLAY, bright red/orange
10 recovered as CLAY, mottled gray/olive with yellow orange, fine, highly plastic No groundwater encountered
Backfilled with soil cuttings
15 20
25 AL = Atterberg Limits EI = Expansion Index SA = Sieve Analysis RV = R-Value Test SR = Sulfate/Resisitivity Test SH = Shear Test CO = Consolidation test MD = Maximum Density 30 

Sample type: ---Ring ---SPT ---Large Bulk
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The infiltration rate (not including a factor of safety) ranges from 0 to 0.04 inches per hour See geotechnical report prepared by GeoTek, Inc. "Geotechnical Evaluation, Proposed Commercial Development, Grand Avenue and Linda Vista Drive, San Marcos, California" Project No. 3637-SD, dated June 21, 2021.
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/16/15/3/i255/5/3/34/5/20/21/12/15/21/5/11/3/i255/33/12/2/15/21/2/12/i255/21/17/15/3/i255/29/53/54/i255/5/3/18/17/2/14/i255/1/2/12/i255/17/11/27/12/i255/26/2/i255/15/20/20/11/55/2/4/i255 /55/5/21/17/11/27/21/i255/5/3/18/12/2/15/14/5/3/33/i255/12/5/14/19/i255/11/34/i255/33/12/11/27/3/4/55/15/21/2/12/i255/18/11/3/21/15/13/5/3/15/21/5/11/3/i255/56/14/17/15/20/20/11/55/i255 /55/15/21/2/12/i255/21/15/26/20/2/57/i255/14/21/11/12/13/i255/55/15/21/2/12/i255/1/11/20/20/27/21/15/3/21/14/i255/11/12/i255/11/21/17/2/12/i255/34/15/18/21/11/12/14/58/i255/21/17/15/21/i255/18/15/3/3/11/21/i255 /26/2/i255/13/5/21/5/33/15/21/2/4/i255/21/11/i255/15/3/i255/15/18/18/2/1/21/15/26/20/2/i255/20/2/59/2/20/60/i255/61/62/40/i255/37/40/48/63/49/44/48/40/i255/39/49/i255/39/62/38/48/i255/42/43/37/40/40/44/38/44/45/i255 /46/47/40/48/39/38/49/44/i255/48/62/41/64/64/i255/65/40/i255/65/41/48/40/66/i255/49/44/i255/41/i255/43/49/67/63/37/40/62/40/44/48/38/68/40/i255/40/68/41/64/47/41/39/38/49/44/i255/49/69/i255/39/62/40/i255/69/41/43/39/49/37/48/i255 /63/37/40/48/40/44/39/40/66/i255/38/44/i255/70/63/63/40/44/66/38/71/i255/36/72/52/72/i255 /i255/i255
/73/37/49/68/38/66/40/i255/65/41/48/38/48/74/i255
/i255
/i255
/i255
/42/47/67/67/41/37/38/75/40/i255/69/38/44/66/38/44/45/48/i255/49/69/i255/48/39/47/66/38/40/48/76/i255/63/37/49/68/38/66/40/i255/37/40/69/40/37/40/44/43/40/i255/39/49/i255/48/39/47/66/38/40/48/77/i255/43/41/64/43/47/64/41/39/38/49/44/48/77/i255/67/41/63/48/77/i255/66/41/39/41/i255/48/49/47/37/43/40/48/77/i255/40/39/43/72/i255/73/37/49/68/38/66/40/i255/44/41/37/37/41/39/38/68/40/i255 /66/38/48/43/47/48/48/38/49/44/i255/49/69/i255/48/39/47/66/78/79/66/41/39/41/i255/48/49/47/37/43/40/i255/41/63/63/64/38/43/41/65/38/64/38/39/78/72/i255 /80/i255
/16/15/3/i255/5/3/34/5/20/21/12/15/21/5/11/3/i255/33/12/2/15/21/2/12/i255/21/17/15/3/i255/29/53/54/i255/5/3/18/17/2/14/i255/1/2/12/i255/17/11/27/12/i255/26/2/i255/15/20/20/11/55/2/4/i255 /55/5/21/17/11/27/21/i255/18/15/27/14/5/3/33/i255/1/11/21/2/3/21/5/15/20/i255/55/15/21/2/12/i255/26/15/20/15/3/18/2/i255/5/14/14/27/2/14/i255/14/27/18/17/i255/15/14/i255/18/17/15/3/33/2/i255/11/34/i255 /14/2/15/14/11/3/15/20/5/21/28/i255/11/34/i255/2/1/17/2/13/2/12/15/20/i255/14/21/12/2/15/13/14/i255/11/12/i255/5/3/18/12/2/15/14/2/4/i255/4/5/14/18/17/15/12/33/2/i255/11/34/i255 /18/11/3/21/15/13/5/3/15/21/2/4/i255/33/12/11/27/3/4/55/15/21/2/12/i255/21/11/i255/14/27/12/34/15/18/2/i255/55/15/21/2/12/14/60/i255/61/62/40/i255/37/40/48/63/49/44/48/40/i255/39/49/i255/39/62/38/48/i255 /42/43/37/40/40/44/38/44/45/i255/46/47/40/48/39/38/49/44/i255/48/62/41/64/64/i255/65/40/i255/65/41/48/40/66/i255/49/44/i255/41/i255/43/49/67/63/37/40/62/40/44/48/38/68/40/i255/40/68/41/64/47/41/39/38/49/44/i255/49/69/i255 /39/62/40/i255/69/41/43/39/49/37/48/i255/63/37/40/48/40/44/39/40/66/i255/38/44/i255/70/63/63/40/44/66/38/71/i255/36/72/52/72/i255 /i255/i255
/73/37/49/68/38/66/40/i255/65/41/48/38/48/74/i255
/i255
/i255
/i255
/i255
/42/47/67/67/41/37/38/75/40/i255/69/38/44/66/38/44/45/48/i255/49/69/i255/48/39/47/66/38/40/48/76/i255/63/37/49/68/38/66/40/i255/37/40/69/40/37/40/44/43/40/i255/39/49/i255/48/39/47/66/38/40/48/77/i255/43/41/64/43/47/64/41/39/38/49/44/48/77/i255/67/41/63/48/77/i255/66/41/39/41/i255/48 /49/47/37/43/40/48/77/i255/40/39/43/72/i255/73/37/49/68/38/66/40/i255/44/41/37/37/41/39/38/68/40/i255 /66/38/48/43/47/48/48/38/49/44/i255/49/69/i255/48/39/47/66/78/79/66/41/39/41/i255/48/49/47/37/43/40/i255/41/63/63/64/38/43/41/65/38/64/38/39/78/72/i255 /32/15/12/21/i255/30/i255
/81/2/14/27/20/21
/82/i255
/83/69/i255/41/64/64/i255/41/44/48/84/40/37/48/i255/39/49/i255/37/49/84/48/i255/85/i255/86/i255/87/i255/89/90/91/i255/92/50/2/14/93/i255/89/i255/94/95/96/96/i255/97/98/94/97/96/99/90/89/99/97/100/98/i255/101/91/102/97/103/98/i255/97/102/i255/104/100/99/91/98/99/97/89/96/96/105/i255/94/91/89/102/97/106/96/91/107/i255/108/109/91/i255 /69/40/41/48/38/65/38/64/38/39/78/i255/48/43/37/40/40/44/38/44/45/i255/43/41/39/40/45/49/37/78/i255/38/48/i255/10/27/20/20/i255/8/3/34/5/20/21/12/15/21/5/11/3/i255 /i255
/83/69/i255/41/44/78/i255/41/44/48/84/40/37/i255/69/37/49/67/i255/37/49/84/i255/85/86/87/i255/97/102/i255/92/51/11/93/110/i255/97/98/94/97/96/99/90/89/99/97/100/98/i255/111/89/105/i255/106/91/i255/104/100/102/102/97/106/96/91/i255/99/100/i255/102/100/111/91/i255/91/112/99/91/98/99/i255/106/95/99/i255 /113/100/95/96/101/i255/98/100/99/i255/103/91/98/91/90/89/96/96/105/i255/106/91/i255/94/91/89/102/97/106/96/91/i255/100/90/i255/101/91/102/97/90/89/106/96/91/i255/99/100/i255/89/114/109/97/91/115/91/i255/89/i255/92/94/95/96/96/i255/97/98/94/97/96/99/90/89/99/97/100/98/93/i255/101/91/102/97/103/98/107/i255 /73/37/49/43/40/40/66/i255/39/49/i255/73/41/37/39/i255/116/i255 /i255
/117/61/49/i255/65/40/i255/43/49/67/63/64/40/39/40/66/i255/47/48/38/44/45/i255/45/41/39/62/40/37/40/66/i255/48/38/39/40/i255/38/44/69/49/37/67/41/39/38/49/44/i255/41/44/66/i255/65/40/48/39/i255/63/37/49/69/40/48/48/38/49/44/41/64/i255/118/47/66/45/67/40/44/39/i255/43/49/44/48/38/66/40/37/38/44/45/i255/39/62/40/i255/66/40/69/38/44/38/39/38/49/44/i255/49/69/i255/119/120/73/i255/38/44/i255 /39/62/40/i255/119/42/80/i255/73/40/37/67/38/39/72/i255/70/66/66/38/39/38/49/44/41/64/i255/39/40/48/39/38/44/45/i255/41/44/66/79/49/37/i255/48/39/47/66/38/40/48/i255/67/41/78/i255/65/40/i255/37/40/121/47/38/37/40/66/i255/65/78/i255/70/45/40/44/43/78/79/122/47/37/38/48/66/38/43/39/38/49/44/48/i255/39/49/i255/48/47/65/48/39/41/44/39/38/41/39/40/i255/69/38/44/66/38/44/45/48/i255 /i255/i255
NO
/0/1/1/2/3/4/5/6/i255/8/9/i255/10/11/12/13/14/i255/15/3/4/i255/16/17/2/18/19/20/5/14/21/14/i255 /i255
/i255/8 /23/24/25/i255/10 /2/26/12/27/15/12/28/i255/24/29/30/31/i255 /10/11/12/13/i255/8/23/32/i255/33/15/34/2/i255/35/i255/11/36/i255/37/i255 /33/15/12/21/i255/24/i255/38/i255/33/15/12/21/5/15/20/i255/8/3/36/5/20/21/12/15/21/5/11/3/i255/39/14/40/i255/41/11/i255/8/3/36/5/20/21/12/15/21/5/11/3/i255/10/2/15/14/5/26/5/20/5/21/28/i255/42/18/12/2/2/3/5/3/34/i255/16/12/5/21/2/12/5/15/i255 /43/11/27/20/4/i255/5/3/36/5/20/21/12/15/21/5/11/3/i255/11/36/i255/44/15/21/2/12/i255/5/3/i255/15/3/28/i255/15/1/1/12/2/18/5/15/26/20/2/i255/15/13/11/27/3/21/i255/26/2/i255/1/17/28/14/5/18/15/20/20/28/i255/36/2/15/14/5/26/20/2/i255/44/5/21/17/11/27/21/i255/15/3/28/i255/3/2/34/15/21/5/39/2/i255 /18/11/3/14/2/45/27/2/3/18/2/14/i255/21/17/15/21/i255/18/15/3/3/11/21/i255/26/2/i255/12/2/15/14/11/3/15/26/20/28/i255/13/5/21/5/34/15/21/2/4/46/i255 /47/48/49/50/51/48/49/52/i255 /53/54/48/51/51/55/49/55/56/i255/57/58/51/59/50/49/60/55/i255 /61/2/14/i255 /41/11/i255 /62/i255
/63/11/i255/14/11/5/20/i255/15/3/4/i255/34/2/11/20/11/34/5/18/i255/18/11/3/4/5/21/5/11/3/14/i255/15/20/20/11/44/i255/36/11/12/i255/5/3/36/5/20/21/12/15/21/5/11/3/i255/5/3/i255/15/3/28/i255 /15/1/1/12/2/18/5/15/26/20/2/i255/12/15/21/2/i255/11/12/i255/39/11/20/27/13/2/46/i255/64/65/51/i255/48/51/59/66/60/55/59/51/i255/50/60/i255/50/65/49/59/i255/53/54/48/51/51/55/49/55/56/i255 /57/58/51/59/50/49/60/55/i255/59/65/52/67/67/i255/68/51/i255/68/52/59/51/69/i255/60/55/i255/52/i255/54/60/70/66/48/51/65/51/55/59/49/71/51/i255/51/71/52/67/58/52/50/49/60/55/i255/60/72/i255/50/65/51/i255/72/52/54/50/60/48/59/i255 /66/48/51/59/51/55/50/51/69/i255/49/55/i255/73/66/66/51/55/69/49/74/i255/47/75/76/i255/52/55/69/i255/73/66/66/51/55/69/49/74/i255/77/75/i255 /i255/i255
/78/48/60/71/49/69/51/i255/68/52/59/49/59/79/i255
/i255
/i255
/i255
/53/58/70/70/52/48/49/80/51/i255/72/49/55/69/49/55/56/59/i255/60/72/i255/59/50/58/69/49/51/59/81/i255/66/48/60/71/49/69/51/i255/48/51/72/51/48/51/55/54/51/i255/50/60/i255/59/50/58/69/49/51/59/82/i255/54/52/67/54/58/67/52/50/49/60/55/59/82/i255/70/52/66/59/82/i255/69/52/50/52/i255/59/60/58/48/54/51/59/82/i255/51/50/54/75/i255/78/48/60/71/49/69/51/i255/55/52/48/48/52/50/49/71/51/i255 /69/49/59/54/58/59/59/49/60/55/i255/60/72/i255/59/50/58/69/83/84/69/52/50/52/i255/59/60/58/48/54/51/i255/52/66/66/67/49/54/52/68/49/67/49/50/83/i255/52/55/69/i255/85/65/83/i255/49/50/i255/85/52/59/i255/55/60/50/i255/72/51/52/59/49/68/67/51/i255/50/60/i255/70/49/50/49/56/52/50/51/i255/67/60/85/i255/49/55/72/49/67/50/48/52/50/49/60/55/i255/48/52/50/51/59/75/i255 /86/i255
/16/15/3/i255/8/3/36/5/20/21/12/15/21/5/11/3/i255/5/3/i255/15/3/28/i255/15/1/1/12/2/18/5/15/26/20/2/i255/45/27/15/3/21/5/21/28/i255/26/2/i255/15/20/20/11/44/2/4/i255/44/5/21/17/11/27/21/i255 /5/3/18/12/2/15/14/5/3/34/i255/12/5/14/19/i255/11/36/i255/34/2/11/21/2/18/17/3/5/18/15/20/i255/17/15/87/15/12/4/14/i255/88/14/20/11/1/2/i255/14/21/15/26/5/20/5/21/28/89/i255 /34/12/11/27/3/4/44/15/21/2/12/i255/13/11/27/3/4/5/3/34/89/i255/27/21/5/20/5/21/5/2/14/89/i255/11/12/i255/11/21/17/2/12/i255/36/15/18/21/11/12/14/90/i255/21/17/15/21/i255/18/15/3/3/11/21/i255 /26/2/i255/13/5/21/5/34/15/21/2/4/i255/21/11/i255/15/3/i255/15/18/18/2/1/21/15/26/20/2/i255/20/2/39/2/20/91/i255/64/65/51/i255/48/51/59/66/60/55/59/51/i255/50/60/i255/50/65/49/59/i255/53/54/48/51/51/55/49/55/56/i255 /57/58/51/59/50/49/60/55/i255/59/65/52/67/67/i255/68/51/i255/68/52/59/51/69/i255/60/55/i255/52/i255/54/60/70/66/48/51/65/51/55/59/49/71/51/i255/51/71/52/67/58/52/50/49/60/55/i255/60/72/i255/50/65/51/i255/72/52/54/50/60/48/59/i255 /66/48/51/59/51/55/50/51/69/i255/49/55/i255/73/66/66/51/55/69/49/74/i255/47/75/76/75/i255 /i255/i255
/78/48/60/71/49/69/51/i255/68/52/59/49/59/79/i255
/i255
/i255
/i255
/i255
/i255
/53/58/70/70/52/48/49/80/51/i255/72/49/55/69/49/55/56/59/i255/60/72/i255/59/50/58/69/49/51/59/81/i255/66/48/60/71/49/69/51/i255/48/51/72/51/48/51/55/54/51/i255/50/60/i255/59/50/58/69/49/51/59/82/i255/54/52/67/54/58/67/52/50/49/60/55/59/82/i255/70/52/66/59/82/i255/69/52/50/52 /i255/59/60/58/48/54/51/59/82/i255/51/50/54/75/i255/78/48/60/71/49/69/51/i255/55/52/48/48/52/50/49/71/51/i255 /69/49/59/54/58/59/59/49/60/55/i255/60/72/i255/59/50/58/69/83/84/69/52/50/52/i255/59/60/58/48/54/51/i255/52/66/66/67/49/54/52/68/49/67/49/50/83/i255/52/55/69/i255/85/65/83/i255/49/50/i255/85/52/59/i255/55/60/50/i255/72/51/52/59/49/68/67/51/i255/50/60/i255/70/49/50/49/56/52/50/51/i255/67/60/85/i255/49/55/72/49/67/50/48/52/50/49/60/55/i255/48/52/50/51/59/75/i255 /i255/i255
X
The infiltration rate (not including a factor of safety) ranges from 0 to 0.04 inches per hour See geotechnical report prepared by GeoTek, Inc. "Geotechnical Evaluation, Proposed Commercial Development, Grand Avenue and Linda Vista Drive, San Marcos, California" Project No. 3637-SD, dated June 21, 2021.

X
Shallow impermeable bedrock and very dense older alluvial soils underlay the site.

Groundwater mounding is a geotechnical concern.
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/i255/8 /23/24/25/i255/10 /2/26/12/27/15/12/28/i255/29/25/30/31/i255 /10/11/12/13/i255/8/23/32/i255/33/15/34/2/i255/35/i255/11/36/i255/35/i255 /37/38/39/40/41/38/39/42/i255 /43/44/38/41/41/45/39/45/46/i255/47/48/41/49/40/39/50/45/i255 /51/2/14/i255 /52/11/i255 /53/i255
/16/15/3/i255/8/3/36/5/20/21/12/15/21/5/11/3/i255/5/3/i255/15/3/28/i255/15/1/1/12/2/18/5/15/26/20/2/i255/54/27/15/3/21/5/21/28/i255/26/2/i255/15/20/20/11/55/2/4/i255/55/5/21/17/11/27/21/i255 /1/11/14/5/3/34/i255/14/5/34/3/5/36/5/18/15/3/21/i255/12/5/14/19/i255/36/11/12/i255/34/12/11/27/3/4/55/15/21/2/12/i255/12/2/20/15/21/2/4/i255/18/11/3/18/2/12/3/14/i255 /56/14/17/15/20/20/11/55/i255/55/15/21/2/12/i255/21/15/26/20/2/57/i255/14/21/11/12/13/i255/55/15/21/2/12/i255/1/11/20/20/27/21/15/3/21/14/i255/11/12/i255/11/21/17/2/12/i255/36/15/18/21/11/12/14/58/59/i255 /60/61/41/i255/38/41/49/62/50/45/49/41/i255/40/50/i255/40/61/39/49/i255/43/44/38/41/41/45/39/45/46/i255/47/48/41/49/40/39/50/45/i255/49/61/42/63/63/i255/64/41/i255/64/42/49/41/65/i255/50/45/i255/42/i255 /44/50/66/62/38/41/61/41/45/49/39/67/41/i255/41/67/42/63/48/42/40/39/50/45/i255/50/68/i255/40/61/41/i255/68/42/44/40/50/38/49/i255/62/38/41/49/41/45/40/41/65/i255/39/45/i255/69/62/62/41/45/65/39/70/i255/37/71/72/71/i255 /i255/i255
/73/38/50/67/39/65/41/i255/64/42/49/39/49/74/i255
/i255
/i255
/i255
/i255
/43/48/66/66/42/38/39/75/41/i255/68/39/45/65/39/45/46/49/i255/50/68/i255/49/40/48/65/39/41/49/76/i255/62/38/50/67/39/65/41/i255/38/41/68/41/38/41/45/44/41/i255/40/50/i255/49/40/48/65/39/41/49/77/i255/44/42/63/44/48/63/42/40/39/50/45/49/77/i255/66/42/62/49/77/i255/65/42/40/42/i255 /49/50/48/38/44/41/49/77/i255/41/40/44/71/i255/73/38/50/67/39/65/41/i255/45/42/38/38/42/40/39/67/41/i255 /65/39/49/44/48/49/49/39/50/45/i255/50/68/i255/49/40/48/65/78/79/65/42/40/42/i255/49/50/48/38/44/41/i255/42/62/62/63/39/44/42/64/39/63/39/40/78/i255/42/45/65/i255/80/61/78/i255/39/40/i255/80/42/49/i255/45/50/40/i255/68/41/42/49/39/64/63/41/i255/40/50/i255/66/39/40/39/46/42/40/41/i255/63/50/80/i255/39/45/68/39/63/40/38/42/40/39/50/45/i255/38/42/40/41/49/71/i255 /81/i255
/16/15/3/i255/5/3/36/5/20/21/12/15/21/5/11/3/i255/26/2/i255/15/20/20/11/55/2/4/i255/55/5/21/17/11/27/21/i255/82/5/11/20/15/21/5/3/34/i255/4/11/55/3/14/21/12/2/15/13/i255/55/15/21/2/12/i255 /12/5/34/17/21/14/83/i255/60/61/41/i255/38/41/49/62/50/45/49/41/i255/40/50/i255/40/61/39/49/i255/43/44/38/41/41/45/39/45/46/i255/47/48/41/49/40/39/50/45/i255/49/61/42/63/63/i255/64/41/i255/64/42/49/41/65/i255/50/45/i255/42/i255 /44/50/66/62/38/41/61/41/45/49/39/67/41/i255/41/67/42/63/48/42/40/39/50/45/i255/50/68/i255/40/61/41/i255/68/42/44/40/50/38/49/i255/62/38/41/49/41/45/40/41/65/i255/39/45/i255/69/62/62/41/45/65/39/70/i255/37/71/72/71/i255 /i255/i255
/73/38/50/67/39/65/41/i255/64/42/49/39/49/74/i255
/i255
/i255
/i255
/43/48/66/66/42/38/39/75/41/i255/68/39/45/65/39/45/46/49/i255/50/68/i255/49/40/48/65/39/41/49/76/i255/62/38/50/67/39/65/41/i255/38/41/68/41/38/41/45/44/41/i255/40/50/i255/49/40/48/65/39/41/49/77/i255/44/42/63/44/48/63/42/40/39/50/45/49/77/i255/66/42/62/49/77/i255/65/42/40/42/i255/49/50/48/38/44/41/49/77/i255/41/40/44/71/i255/73/38/50/67/39/65/41/i255/45/42/38/38/42/40/39/67/41/i255 /65/39/49/44/48/49/49/39/50/45/i255/50/68/i255/49/40/48/65/78/79/65/42/40/42/i255/49/50/48/38/44/41/i255/42/62/62/63/39/44/42/64/39/63/39/40/78/i255/42/45/65/i255/80/61/78/i255/39/40/i255/80/42/49/i255/45/50/40/i255/68/41/42/49/39/64/63/41/i255/40/50/i255/66/39/40/39/46/42/40/41/i255/63/50/80/i255/39/45/68/39/63/40/38/42/40/39/50/45/i255/38/42/40/41/49/71/i255 /33/15/12/21/i255/29/i255
/84/2/14/27/20/21/85/i255
/86/68/i255/42/63/63/i255/42/45/49/80/41/38/49/i255/68/38/50/66/i255/38/50/80/i255/87/88/81/i255/42/38/41/i255/78/41/49/i255/40/61/41/45/i255/62/42/38/40/39/42/63/i255/39/45/68/39/63/40/38/42/40/39/50/45/i255/65/41/49/39/46/45/i255/39/49/i255/62/50/40/41/45/40/39/42/63/63/78/i255/68/41/42/49/39/64/63/41/71/i255/i255 /60/61/41/i255/68/41/42/49/39/64/39/63/39/40/78/i255/49/44/38/41/41/45/39/45/46/i255/44/42/40/41/46/50/38/78/i255/39/49/i255/33/15/12/21/5/15/20/i255/8/3/36/5/20/21/12/15/21/5/11/3/89/i255 /86/68/i255/42/45/78/i255/42/45/49/80/41/38/i255/68/38/50/66/i255/38/50/80/i255/87/88/81/i255/39/49/i255/45/50/77/i255/40/61/41/45/i255/39/45/68/39/63/40/38/42/40/39/50/45/i255/50/68/i255/42/45/78/i255/67/50/63/48/66/41/i255/39/49/i255/44/50/45/49/39/65/41/38/41/65/i255/40/50/i255/64/41/i255 /5/3/36/2/15/14/5/26/20/2/i255/80/39/40/61/39/45/i255/40/61/41/i255/65/38/42/39/45/42/46/41/i255/42/38/41/42/71/i255/60/61/41/i255/68/41/42/49/39/64/39/63/39/40/78/i255/49/44/38/41/41/45/39/45/46/i255/44/42/40/41/46/50/38/78/i255/39/49/i255/52/11/i255/8/3/36/5/20/21/12/15/21/5/11/3/89/i255 /i255
/90/60/50/i255/64/41/i255/44/50/66/62/63/41/40/41/65/i255/48/49/39/45/46/i255/46/42/40/61/41/38/41/65/i255/49/39/40/41/i255/39/45/68/50/38/66/42/40/39/50/45/i255/42/45/65/i255/64/41/49/40/i255/62/38/50/68/41/49/49/39/50/45/42/63/i255/91/48/65/46/66/41/45/40/i255/44/50/45/49/39/65/41/38/39/45/46/i255/40/61/41/i255/65/41/68/39/45/39/40/39/50/45/i255/50/68/i255/92/93/73/i255/39/45/i255 /40/61/41/i255/92/43/94/i255/73/41/38/66/39/40/71/i255/69/65/65/39/40/39/50/45/42/63/i255/40/41/49/40/39/45/46/i255/42/45/65/79/50/38/i255/49/40/48/65/39/41/49/i255/66/42/78/i255/64/41/i255/38/41/96/48/39/38/41/65/i255/64/78/i255/69/46/41/45/44/78/79/97/48/38/39/49/65/39/44/40/39/50/45/49/i255/40/50/i255/49/48/64/49/40/42/45/40/39/42/40/41/i255/68/39/45/65/39/45/46/49/i255 /i255
X
X
No
Infiltration
/0/1/1/2/3/4/5/6/i255/8/9/i255/10/11/12/13/14/i255/15/3/4/i255/16/17/2/18/19/20/5/14/21/14/i255 /i255
/i255/8 /23/24/25/i255/10 /2/26/12/27/15/12/28/i255/29/30/25/31/i255 /10/15/18/21/11/12/i255/11/32/i255/33/15/32/2/21/28/i255/15/3/4/i255/34/2/14/5/35/3/i255/8/3/32/5/20/21/12/15/21/5/11/3/i255/36/15/21/2/i255 /37/11/12/19/14/17/2/2/21/i255 /10/11/12/13/i255/8/23/38/i255 /39/40/41/42/43/44/i255/45/40/42/46/47/43/44/48/i255 /39/40/41/42/43/44/i255/49/46/50/41/44/51/52/42/51/43/53/i255 /54/50/50/51/47/53/46/55/i255 /56/46/51/47/57/42/i255/58/59/60/i255
/39/40/41/42/43/44/i255
/61/40/62/63/46/i255/58/64/60/i255
/65/44/43/55/63/41/42/i255/58/52/60/i255
/52/i255/66/i255/59/i255/67/i255/64/i255
/54/i255/68/63/51/42/40/69/51/62/51/42/48/i255
/54/50/50/46/50/50/70/46/53/42/i255
/68/43/51/62/i255/40/50/50/46/50/50/70/46/53/42/i255/70/46/42/57/43/55/50/i255/71 /72/73/74/i255/i255 /i255 /65/44/46/55/43/70/51/53/40/53/42/i255/50/43/51/62/i255/42/46/67/42/63/44/46/i255/71 /72/73/74/i255/i255 /i255 /68/51/42/46/i255/50/43/51/62/i255/64/40/44/51/40/69/51/62/51/42/48/i255/71 /72/73/74/i255/i255 /i255 /49/46/52/42/57/i255/42/43/i255/47/44/43/63/53/55/59/40/42/46/44/i255/75/i255/51/70/52/46/44/64/51/43/63/50/i255 /62/40/48/46/44/i255 /71/72/73/74/i255/i255 /i255
/68/63/51/42/40/69/51/62/51/42/48/i255/54/50/50/46/50/50/70/46/53/42/i255/68/40/76/46/42/48/i255/39/40/41/42/43/44/77/i255/68/54/i255/66/i255/78/52/i255 /i255 /79/i255/49 /46/50/51/47/53/i255
/80/46/64/46/62/i255/43/76/i255/52/44/46/42/44/46/40/42/70/46/53/42/75/i255/46/67/52/46/41/42/46/55/i255 /50/46/55/51/70/46/53/42/i255/62/43/40/55/50/i255 /71/72/74/i255/i255 /i255 /81/46/55/63/53/55/40/53/41/48/75/44/46/50/51/62/51/46/53/41/48/i255/71 /72/73/74/i255/i255 /i255 /45/43/70/52/40/41/42/51/43/53/i255/55/63/44/51/53/47/i255/41/43/53/50/42/44/63/41/42/51/43/53/i255/71 /72/73/74/i255/i255 /i255 /49/46/50/51/47/53/i255/68/40/76/46/42/48/i255/39/40/41/42/43/44/77/i255/68/79/i255/66/i255/78/52/i255 /i255 /45/43/70/69/51/53/46/55/i255/68/40/76/46/42/48/i255/39/40/41/42/43/44/77/i255/68/42/43/42/40/62/66/i255/68/54/i255/67/i255/68/79/i255/i255/i255 /82/69/50/46/44/64/46/55/i255/83/53/76/51/62/42/44/40/42/51/43/53/i255/81/40/42/46/77/i255/51/53/41/57/75/57/44/77/i255/84/43/69/50/46/44/64/46/55/i255 /58/41/43/44/44/46/41/42/46/55/i255/76/43/44/i255/42/46/50/42/85/50/52/46/41/51/76/51/41/i255/69/51/40/50/60/i255 /i255 /49/46/50/51/47/53/i255/83/53/76/51/62/42/44/40/42/51/43/53/i255/81/40/42/46/77/i255/51/53/75/57/44/77/i255/84/55/46/50/51/47/53/i255/66/i255/84/43/69/50/46/44/64/46/55/i255/75/i255/68/42/43/42/40/62/i255/i255 /33/27/1/1/11/12/21/5/3/35/i255/34/15/21/15/i255
/79/44/51/46/76/62/48/i255/55/46/50/41/44/51/69/46/i255/51/53/76/51/62/42/44/40/42/51/43/53/i255/42/46/50/42/i255/40/53/55/i255/52/44/43/64/51/55/46/i255/44/46/76/46/44/46/53/41/46/i255/42/43/i255/42/46/50/42/i255/76/43/44/70/50/86/i255 /i255
/i255
/i255
/i255
/i255
/i255/i255
3 3
3 3
Infiltration testing was performed by borehole method.

See geotechnical report prepared by GeoTek, Inc. "Geotechnical Evaluation, Proposed Commercial Development, Grand Avenue and Linda Vista Drive, San Marcos, California" Project No. 3637-SD, dated June 21, 2021.

0.75 0.75

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MOISTURE/DENSITY RELATIONSHIP
Client: AOA San Marcos, LLC Job No.: 3637-SD
Project: Grand & Linda Vista Lab No.: Corona
Location:

Material Type: Light Brown Silty Clay
Material Supplier: -
Material Source: -
Sample Location: B-5 @ 5 - 8 ft
-
Sampled By: MSB Date Sampled: 4/21/2020
Received By: DLI Date Received:

Tested By: DLI Date Tested: 5/8/2020
Reviewed By: - Date Reviewed: -
Test Procedure: ASTM D1557 Method: A
Oversized Material (%): 0.0 Correction Required: yes x no MOISTURE CO 17.09876 14.99909 12.89846 18.99861 17.09876 14.99909 12.898462 18.99861 DRY DENSITY 110.5858 109.8991 108.4255 108.8759
DENSITY (pcf): #DIV/0! #DIV/0! #DIV/0! #DIV/0!
DENSITY (pcf):

MOISTURE DENSITY RELATIONSHIP VALUES
Maximum Dry Density, pcf 110.5 @ Optimum Moisture, % 17.0 Corrected Maximum Dry Density, pcf @ Optimum Moisture, %

MATERIAL DESCRIPTION
Grain Size Distribution: Atterberg Limits:
% Gravel (retained on No. 4) Liquid Limit, %
% Sand (Passing No. 4, Retained on No. 200) Plastic Limit, % % Silt and Clay (Passing No. 200) Plasticity Index, %
Classification:

Unified Soils Classification:

AASHTO Soils Classification:
100
102
104
106
108
110
112
114
116
118
120
122
124
126
128
130
12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

DRY DENSITY, PCF
MOISTURE CONTENT, %

MOISTURE/DENSITY RELATIONSHIP CURVE
DRY DENSITY (pcf):

CORRECTED DRY DENSITY (pcf):

ZERO AIR VOIDS DRY DENSITY
(pcf)
S.G. 2.7
S.G. 2.8
S.G. 2.6
Poly. (DRY DENSITY (pcf):)

OVERSIZE CORRECTED

ZERO AIR VOIDS
Poly. (S.G. 2.7)
Poly. (S.G. 2.8)
Poly. (S.G. 2.6)

Seating Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546
Loading Prior to Inundation
Loading After Inundation
Rebound Cycle
PROJECT NO.: 3637-SD Date:

COLLAPSE REPORT
CHECKED BY: Lab: DI
Sample:

B-2 @ 5 ft























 
 
 

CONSOLIDATION-PERCENT OF SAMPLE THICKNESS (%)

STRESS IN KIPS PER SQUARE FOOT

Seating Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546
Loading Prior to Inundation
Loading After Inundation
Rebound Cycle
PROJECT NO.: 3637-SD Date:

COLLAPSE REPORT
CHECKED BY: Lab: DI
Sample:

B-5 @ 5 ft























 
 
 

CONSOLIDATION-PERCENT OF SAMPLE THICKNESS (%)

STRESS IN KIPS PER SQUARE FOOT

Ring #: Ring Dia. : Ring Ht.: 1"
A Weight of compacted sample & ring (gm)
B Weight of ring (gm)
C Net weight of sample (gm)
D
E
F Moisture Content, %
G Specific Gravity, assumed
H Unit Wt. of Water @ 20 

I % Saturation
EXPANSION INDEX = 31
787.6 19.2

62.4 49.6 FINAL MOISTURE
Final Weight of wet
sample & tare % Moisture

2.70 5/6/2020 9:40 0.3100 Final

10.6 SATURATION DETERMINATION
Dry Density, lb / ft3 (D/1.F) 106.8
Wet Density, lb / ft3 (C*0.3016) 118.1 9:40 0.2790 10 min/Dry 391.7 5/5/2020 9:30 0.2790 Initial

DENSITY DETERMINATION
754.1 READINGS
362.4 DATE TIME READING
Sam
ple Description:

4.01"
Project Num
ber: 3637-SD
Date Tested: 5/5/2020
Project Location: Grand & Linda Vista
Sam
ple Source: B-4 @ 0 - 5 ft

EXPANSION INDEX TEST
(ASTM D4829)
Client: AOA San Marcos, LLC
Tested/ Checked By: DA Lab No Corona

Ring #: Ring Dia. : Ring Ht.: 1"
A Weight of compacted sample & ring (gm)
B Weight of ring (gm)
C Net weight of sample (gm)
D
E
F Moisture Content, %
G Specific Gravity, assumed
H Unit Wt. of Water @ 20 

I % Saturation
EXPANSION INDEX = 136
778.3 31.2

62.4 50.1 FINAL MOISTURE
Final Weight of wet
sample & tare % Moisture

2.70 5/13/2020 6:32 0.4030 Final

15.0 SATURATION DETERMINATION
Dry Density, lb / ft3 (D/1.F) 93.2
Wet Density, lb / ft3 (C*0.3016) 107.1 6:32 0.2670 10 min/Dry 355.2 5/12/2020 6:22 0.2680 Initial

DENSITY DETERMINATION
720.9 READINGS
365.7 DATE TIME READING
Sam
ple Description:

4.01"
Project Num
ber: 3637-SD
Date Tested: 5/12/2020
Project Location: Grand & Linda Vista
Sam
ple Source: B-5 @ 5 - 8 ft

EXPANSION INDEX TEST
(ASTM D4829)
Client: AOA San Marcos, LLC
Tested/ Checked By: DI Lab No Corona

Job No.

Client
Project
Location
Tested by:
31 24 16

13.57 13.68 20.44 20.20 20.29

12.30 12.41 16.98 16.68 16.67

1.27 1.27 3.46 3.52 3.62

6.08 6.10 6.09 6.06 6.11

6.22 6.31 10.89 10.62 10.56

20.4 20.1 31.8 33.1 34.3
33 20
13 ATTERBERG LIMITS DATA
Wt. of Dish + Dry Soil
Wt. of Moisture
Wt. of Dish
Field Classification
Wt. of Dish + Wet Soil
Liquid Limit
Sample Number
Bulk
DI
Wt. of Dry Soil
Plasticity Index
Moisture Content %
Liquid Limit Graph
Liquid Limit
Plastic Limit
3637-SD
AOA San Marcos
Grand & Linda Vista
B-4 @ 0 - 5 ft
Number of Blows
Plastic Limit
Sample Type

25.0 27.0

29.0 31.0

33.0 35.0
10 100
Moisture %
Number of Drops
0 10
20 30
40 50
60 70
0 1 02 03 04 05 06 07 08 09 0 1 0 0
Plasticity Index
Liquid Limit
CL

ML & OL
CH

MH & CH
CL-ML
Job No.

Client
Project
Location
Tested by:
32 23 16

13.38 13.55 20.43 20.63 20.49

12.04 12.17 15.13 15.08 14.83

1.34 1.38 5.30 5.55 5.66

6.09 6.11 6.13 6.08 6.10

5.95 6.06 9.00 9.00 8.73

22.5 22.8 58.9 61.7 64.8
61 23
39 3637-SD
AOA San Marcos
Grand & Linda Vista
B-5 @ 5 - 8 ft
Number of Blows
Plastic Limit
Sample Type
Wt. of Dry Soil
Plasticity Index
Moisture Content %
Liquid Limit Graph
Liquid Limit
Plastic Limit

ATTERBERG LIMITS DATA
Wt. of Dish + Dry Soil
Wt. of Moisture
Wt. of Dish
Field Classification
Wt. of Dish + Wet Soil
Liquid Limit
Sample Number
Bulk
DI

55.0 57.0

59.0 61.0

63.0 65.0
10 100
Moisture %
Number of Drops
0 10
20 30
40 50
60 70
0 1 02 03 04 05 06 07 08 09 0 1 0 0
Plasticity Index
Liquid Limit
CL

ML & OL
CH

MH & CH
CL-ML
Date:

W.O.: sample ID
Client: depth
Project:
in. mm.
#200 0.0029 0.074 91.4 108.6 54.3%
Dry Weight
Soak Time 1440 Minutes
200
Sieve Size Particle Diameter Wt. Retained Wt. Passing % Passing B-4
0 - 5 ft
Specs
Grand & Linda Vista
-200 WASH
5/9/2020
3637-SD
AOA San Marcos
Date:

W.O.: sample ID
Client: depth
Project:
in. mm.
#200 0.0029 0.074 23.2 176.8 88.4%
Dry Weight
Soak Time 1440 Minutes
200
Sieve Size Particle Diameter Wt. Retained Wt. Passing % Passing B-5
5 - 8 ft
Specs
Grand & Linda Vista
-200 WASH
5/13/2020
3637-SD
AOA San Marcos

Project X REPORT S200507B
Corrosion Engineering Page 2
Corrosion Control – Soil, Water, Metallurgy Testing Lab

29990 Technology Dr., Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com

Soil Analysis Lab Results
Client: GeoTek, Inc.

Job Name: 3637-SD
Client Job Number: 3637-SD
Project X Job Number: S200507B
May 12, 2020

Method ASTM
G51
ASTM
G200
SM 4500-
S2-D
ASTM
D4327
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D4327
ASTM
D4327
Bore# / Description Depth pH Redox Sulfide
S2-
Nitrate
NO3
-
Ammonium
NH4
+
Lithium
Li+
Sodium
Na+
Potassium
K+
Magnesium
Mg2+
Calcium
Ca2+
Flouride
F2
--
Phosphate
PO4
3-
(ft) (mg/kg) (wt%) (mg/kg) (wt%) (Ohm-cm) (Ohm-cm) (mV) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) B-4 0.0-5.0 251.9 0.0252 417.3 0.0417 676,700 563 7.53 246 0.18 51.8 ND ND 444.2 1.4 22.4 76.9 13.2 ND ASTM
G187
ASTM
D4327
ASTM
D4327
Resistivity
As Rec'd | Minimum
Sulfates
SO4
2-
Chlorides
Cl-

Cations and Anions, except Sulfide and Bicarbonate, tested with Ion Chromatography mg/kg = milligrams per kilogram (parts per million) of dry soil weight ND = 0 = Not Detected | NT = Not Tested | Unk = Unknown Chemical Analysis performed on 1:3 Soil-To-Water extract









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50 ft Zone of
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Traffic Direction
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Spoil
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SIDE VIEW

PLAN VIEW

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