Solicitation_Number_140R2024R0009_4_of_4.pdf

PDF 25 MB Posted May 8, 2024

Attached to: CT TFCF TRASH RAKE MONORAIL STRUCTURE Federal contract opportunity
Solicitation number: 140R2024R0009
Issued by: Department of the Interior Bureau of Reclamation

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Written by GovTribe AI · May 8, 2024

This document is a Solicitation for the CT TFCF Trash Rake Monorail Structure contract opportunity, Solicitation Number 140R2024R0009, issued by the Department of the Interior Bureau of Reclamation.

The solicitation provides detailed requirements for the design, fabrication, and installation of a trash rake monorail structure at the CT TFCF facility. Key elements include the monorail system, electric hoist, and associated controls and electrical work. The solicitation specifies the technical, performance, and documentation requirements for the project. Responses are due by April 22, 2024, and the anticipated award date is July 31, 2024. Pricing must be provided on a firm-fixed-price basis. This solicitation is unrestricted, with no set-asides. The incumbent contractor is not identified.

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Amd_04_Solicitation_Number_140R2024R0009_4_of_4_0004.pdf	PDF	Jul 1, 2024
Sol_140R2024R0009_Amd_0004.pdf	PDF	Jul 1, 2024
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140R2024R0009

SECTION J_08_Attachment 08_53 20 00

Specifications No. 20-C0917

0.0 to 19.7 ft.

Fill

0.0 to 4.4 ft. NO RECOVERY

4.4 to 19.7 ft.: LEAN CLAY TO SANDY LEAN CLAY, CL / s(CL):

About 70 to 90% fines with low to medium plasticity, medium to high dry strength, low to medium toughness, no dilatancy; about 10 to 30% predominantly fine with medium sand; trace fine, hard, angular to rounded gravel; maximum size, 1/2 inch; dry; dark greenish gray with light brown and black mottling; calcium carbonate nodules have weak to strong reaction with HCl; trace organics, wood chips.

19.7 to 101.0 ft.

Quaternary Alluvium, Qb

19.7 to 23.2 ft.: LEAN TO FAT CLAY, CL/CH:

About 100% fines with high plasticity, high to very high dry strength, high toughness, no dilatancy; trace fine sand; maximum size, fine sand; dry; light brown with black specks; no reaction with HCl.

23.2 to 29.0 ft.: LEAN CLAY, CL:

About 90% fines with medium plasticity, high to very high dry strength, medium to high toughness, no dilatancy; about 10% fine sand; trace fine, hard, angular to subangular, calcium carbonate gravel;

maximum size, 1/4 inch; dry; brown; calcium carbonate nodules have weak to strong reaction with HCl.

29.0 to 33.0 ft.: SANDY SILT, s(ML):

About 50% fine sand; about 50% fines with no to low plasticity, low dry strength, low toughness, slow dilatancy; maximum size, fine sand; dry to moist;

brown with dark gray mottling and orange streaks of oxidation; no reaction with HCl; abundant mica.

33.0 to 40.4 ft.: LEAN CLAY, CL:

About 90 to 95% fines with medium plasticity, high dry strength, medium toughness, no dilatancy; about 5 to 10% fine sand; maximum size, fine sand; dry;

brown with gray mottling and orange streaks of oxidation; no reaction with HCl.

40.4 to 40.8 ft.: SILTY SAND, SM:

About 60% predominantly fine with medium sand;

about 40% fines with no to low plasticity, medium dry strength, low to medium toughness, no dilatancy;

maximum size, medium sand; moist; brown to gray;

no reaction with HCl; abundant mica.

40.8 to 44.5 ft.: FAT CLAY, CH:

About 95% fines with medium to high plasticity, very high dry strength, high toughness, no dilatancy; about 5% predominantly fine with medium and coarse, hard, angular to subrounded sand; maximum size, coarse sand; medium to coarse sand predominately calcium carbonate nodules; dry; brown; calcium carbonate nodules have weak to strong reaction with HCl.

44.5 to 45.2 ft.: LEAN CLAY, CL:

About 90% fines with low plasticity, high dry strength, low to medium toughness, no dilatancy; about 10% fine sand; maximum size, fine sand; dry; brown; no reaction with HCl; abundant mica.

45.2 to 49.5 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

About 70 to 90% predominantly fine with medium sand; about 10 to 30% non-plastic fines; maximum size, medium sand; wet; gray to brown; no reaction

E le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

S u fv

(p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

TOTAL DEPTH: 101.0 ft. (el. -90.51 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-01

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,475.35 E 6,255,931.64

GROUND ELEVATION: 10.49 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

E P

O R

S R

A T

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/17/2022, 3/22/2022

-1

-2

-3

-4

-5

-6

-7

-8

-9

-10

-11

-12

-13

-14

-15

-16

-17

-18

-19

-20

-21

-22

-23

-24

SHEET 1 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: See Groundwater Level Notes

Below Ground Surface Flight Auger Dry Core Flight Auger Pilot Bit Hydrochloric Acid Not Applicable/Available Non-Plastic No Recovery Uncorrected Peak Undrained Strength Corrected Peak Undrained Strength

* Contract laboratory did not determine exact sand content percentage Tr: Contract laboratory did not determine exact gravel content percentage; only listed "trace" as amount in sample NA listed under moisture content for vane shear and intact soil samples because test was not performed SPT soil samples processed by Willows Construction Office Laboratory Intact soil samples and vane shear strengths processed by the TSC Concrete, Geotechnial, and Structural Laboratory Vane shear soil samples processed by the CTC Geotek Denver Laboratory

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

27.9

14.7

4.0

26.3

4.3

47.7

36.3

18.4

28.7

26.2

0.0

72.1

85.3

73.7

95.7

52.3

63.7

(CL)s

s(ML) s(CL)

3" Shelby

(A) 73

CL / s(CL)

CL/CH

s(ML)

FAPB

FADC

<2820

<2410

<3400

<2990

98.9

93.8 with HCl; abundant quartz.

49.5 to 52.0 ft. NO RECOVERY Possible heaving sands. Refer to drilling conditions for additional notes.

52.0 to 54.5 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

About 70 to 90% predominantly fine with medium sand; about 10 to 30% non-plastic fines; maximum size, medium sand; wet; gray to brown; no reaction with HCl; abundant quartz.

54.5 to 59.5 ft. NO RECOVERY

59.5 to 64.5 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

About 70 to 90% predominantly fine with medium sand; about 10 to 30% non-plastic fines; maximum size, medium sand; wet; gray to brown; no reaction with HCl; abundant quartz.

64.5 to 69.5 ft. NO RECOVERY

69.5 to 76.0 ft.: LEAN TO FAT CLAY, CL/CH:

About 95% fines with medium to high plasticity, high dry strength, medium to high toughness, no dilatancy;

about 5% predominantly fine with medium and coarse, hard, angular to subrounded sand; trace fine, hard, angular to subangular gravel; maximum size, 1/4 inch; medium to coarse sand and fine gravel consists of calcium carbonate nodules; dry; light brown with blue-gray stringers; calcium carbonate nodules and stringers have weak to strong reaction with HCl.

76.0 to 82.4 ft.: LEAN CLAY, CL:

About 90 to 95% fines with medium to high plasticity, high dry strength, medium to high toughness, no dilatancy; about 5 to 10% predominantly fine with medium and coarse, hard, angular to subrounded sand; trace fine, hard, angular to subangular gravel;

maximum size, 1/2 inch; medium to coarse sand and fine gravel consists of calcium carbonate nodules;

dry; light brown to brown with blue-gray stringers;

calcium carbonate nodules and stringers have weak to strong reaction with HCl.

82.4 to 89.4 ft.: LEAN CLAY WITH SAND TO SANDY LEAN CLAY, (CL)s / s(CL):

About 60 to 75% fines with no to low plasticity, medium to high dry strength, low toughness, no dilatancy; about 25 to 40% predominantly fine with medium and coarse, hard, angular to subrounded sand; trace fine, hard, angular to subangular gravel;

maximum size, 1/2 inch; medium to coarse sand and fine gravel consists of calcium carbonate nodules; dry to moist; brown with orange streaks of oxidation;

calcium carbonate nodules have weak to strong reaction with HCl; abundant mica.

89.4 to 101.0 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

About 85 to 90% predominantly fine with medium sand; about 10 to 15% non-plastic fines; maximum size, medium sand; moist to wet; brown; no reaction with HCl; abundant mica. Possible heaving conditions. Refer to drilling conditions for additional notes.

E le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

TOTAL DEPTH: 101.0 ft. (el. -90.51 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-01

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,475.35 E 6,255,931.64

GROUND ELEVATION: 10.49 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/17/2022, 3/22/2022

-25

-26

-27

-28

-29

-30

-31

-32

-33

-34

-35

-36

-37

-38

-39

-40

-41

-42

-43

-44

-45

-46

-47

-48

-49

-50

-51

-52

-53

-54

-55

-56

-57

-58

-59

SHEET 2 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: See Groundwater Level Notes

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

31.6

87.4

30.2

24.9

19.2

16.7

0.0

68.4

12.6

69.8

s(CL)

3" Shelby

(B) 88

SM / SP-SM

CL/CH

FADC

>2830 NA NA>3680

93.8

BOTTOM OF HOLE: T.D. 101.0 ft. bgs (el. -90.51 ft.)

le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

TOTAL DEPTH: 101.0 ft. (el. -90.51 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-01

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,475.35 E 6,255,931.64

GROUND ELEVATION: 10.49 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/17/2022, 3/22/2022

-60

-61

-62

-63

-64

-65

-66

-67

-68

-69

-70

-71

-72

-73

-74

-75

-76

-77

-78

-79

-80

-81

-82

-83

-84

-85

-86

-87

-88

-89

-90

SHEET 3 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: See Groundwater Level Notes

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

30.2

13.4

16.7

0.0

69.8

86.6 s(CL)

CL/CH

3" Shelby

CL/CH

(CL)s / s(CL)

SM / SP-SM

FADC

>2710

>3470

104.9

NOTES

PURPOSE OF HOLE:

To determine subsurface geologic conditions, obtain SPT and vane shear data, collect intact samples, collect soil samples for laboratory analyses, and depth to groundwater.

Foundation conditions will be used to design and update the trash rake monorail at the Tracy Fish Collection Facility (TFCF).

LOCATION:

South side of the TFCF monorail bridge spanning the Old River, approximately 15 miles southwest of Stockton, California and less than a mile south of the Clifton Court Forebay.

DRILLED BY:

Bureau of Reclamation: CPN Region drill crew:

Dan Read, driller Kyler Wallin, helper Jeff Carrick, helper

DRILL RIG:

CME-850 track mounted rig

DRILLING AND SAMPLING METHODS :

Drill hole was advanced using flight auger pilot bit (FAPB) and flight auger dry core (FADC) systems.

FAPB was used to advance the lead auger between depths of 0.0 to 4.4 feet, which then allowed for FADC advancement. FAPB consisted of 4-1/4 inch i.d. by 8 inch o.d. hollow stem augers equipped with an 8-1/2 inch o.d. lead auger bit containing six carbide bullet teeth around the rim, and a 4-1/4 inch o.d. pilot bit with three carbide bullet teeth attached to NWJ rods and set inside the lead drill bit. FAPB is a closed system and does not allow for collection of core.

FADC was used to advance the drill hole and collect soil core from 4.4 to 99.5 feet. FADC utilizes the same augers as FAPB. Instead of using a pilot bit, FADC uses a 3-1/4 inch i.d. by 3-5/8 inch o.d. by 5-foot-long split barrel dry coring system. NWJ rods were attached to a free spinning bearing assembly, which is attached to the FADC barrel. The bearing assembly allows for the FADC barrel to remain stationary while the augers rotate and advance the hole. The barrel's cutting shoe extended 0.15 feet beyond the lead auger bit. Both a metal and plastic "basket" was used in the cutting shoe to assist with retention of core.

SPT was performed at 5.0-foot intervals (only when undisturbed samples and vane shear tests were not required) from 7.5 feet to 101.0 feet. SPT consisted of a 1-3/8 inch i.d.

by 2 inch o.d by 2-foot-long split spoon sampler driven 1.5 feet. The sampler was attached to NWJ rods that weight about 57.5 lbs/10 feet. The sample was advanced with an auto-hammer (140 pound weight with a 30-inch drop). The auto-hammer energy was last measured in August 2021, resulting in a 90.4% energy correction (drill rig engine at 1280 rpm with auto-hammer rate at 53 blows per minute). A plastic basket trap was placed in the cutting shoe to assist with sample retention for SPT intervals below 17.5 feet.

Use of such a device may increase penetration resistance. Blow counts presented in this log are uncorrected field values.

Undisturbed (intact) soil samples A through C were collected within steel (Shelby) tubes using a GUS hydraulic piston sampler. The Shelby tube is bolted to a cylinder over a stationary piston, and the cylinder and tube are advanced by hydraulic (water) pressure. A pump and the drill rig's water delivery system were used to hydraulically activate the GUS sampler. The sampler is rated for 600 psi. The pump's pressure relief blow-off valve was set to 550 psi. The GUS sampler was not advanced to its full 2.05 feet of interior length whenever the pump pressure relief blow-off valve activated. The GUS sampler has a fail-safe pressure relief system that releases hydraulic pressure to prevent over sampling. The GUS sampler was advanced to its full interior length whenever its pressure relief system activated. Nominal Shelby tube dimensions: 3-inch o.d. by 2.5 feet long.

Refer to the appropriate Technical Memorandum for results of strength testing and physical properties testing of intact samples.

Vane shear testing was performed by TSC and CGB Geology using a 1.5-inch long by 1.5-inch wide vane. Refer to the appropriate Technical Memorandum for shear strength values.

DRILLING CONDITIONS:

Notable drilling condition and notes:

0.0 to 7.5 ft.: Pilot bit interval to seat augers.

19.5 to 21.5 ft.: Undisturbed sample A, GUS Piston, maximum hydraulic pressure 525 PSI

19.5 to 24.5 ft.: FADC, sampler shoe empty upon retrieval

34.5 to 36.5 ft.: Undisturbed sample B, GUS Piston, maximum hydraulic pressure 250 PSI

49.5 to 51.0 ft.: SPT barrel landed 2.0 ft high; had to remove 5.0 ft of augers to redrill down to bottom; no SPT attempted due to possible heaving sands

49.5 to 52.0 ft.: FADC, no recovery; used plastic basket with a plastic bag around it to aid sample retention; driller added water to aid sample retention due to sands falling out the bottom of the barrel

52.0 to 54.5 ft.: FADC, driller added water to aid sample retention

54.5 to 59.5 ft.: FADC, no recovery; driller added water to aid sample retention

59.5 to 61.0 ft. SPT, no recovery

59.5 to 64.5 ft.: FADC, driller added water to aid sample retention

64.5 to 69.5 ft.: FADC, no recovery; driller added water to aid sample retention

69.5 to 74.5 ft.: FADC, driller added water to aid sample retention

74.5 to 76.5 ft.: Undisturbed sample C, GUS Piston, maximum hydraulic pressure 550 PSI

74.5 to 79.5 ft.: FADC, sampler shoe empty upon retrieval

79.5 to 81.0 ft.: SPT, poor recovery; catcher "fingers" pulled in opposite direction; almost intact SPT sample found in the next 5.0 ft dry core run

84.5 to 89.5 ft.: FADC, driller added water to aid sample retention

89.5 to 91.0 ft.: SPT barrel landed 2.0 ft high, possible heaving conditions. SPT blow counts may be invalid.

89.5 to 94.5 ft.: FADC barrel landed 3.0 ft high; had to remove 5.0 ft of augers to redrill down to bottom, possible heaving conditions; driller added water to aid sample retention

94.5 to 96.0 ft.: SPT barrel landed 5.0 ft high, possible heaving conditions; had to remove rods and redrill; no SPT attempted

94.5 to 99.5 ft.: FADC, driller added water to aid sample retention

REASON FOR HOLE TERMINATION:

Drill hole terminated at target depth.

HOLE COMPLETION:

Hole backfilled with bentonite from 101.0 feet to 2.0 feet, native material from 2.0 feet to 0.2 feet, and cold patch asphalt from 0.2 feet to the ground surface.

GROUNDWATER LEVELS:

3/18/2022: Water first observed in 19.5 - 24.5 FADC interval The following water levels were measured at the start of each day prior to drilling.

3/19/2022: 8.9 feet with augers at 39.5 feet.

3/20/2022: 18.2 feet with augers at 59.5 feet.

3/21/2022: 26.3 feet with augers at 79.5 feet.

TOTAL DEPTH: 101.0 ft. (el. -90.51 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-01

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,475.35 E 6,255,931.64

GROUND ELEVATION: 10.49 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/17/2022, 3/22/2022

SHEET 4 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: See Groundwater Level Notes

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

0.0 to 27.0 ft.

Fill

0.0 to 7.0 ft. NO RECOVERY

7.0 to 27.0 ft.: LEAN CLAY TO SANDY LEAN CLAY, CL / s(CL):

About 70 to 90% fines with medium plasticity, medium to high dry strength, medium toughness, no dilatancy; about 10 to 30% predominately fine with medium and coarse, hard, subangular to subrounded sand; trace fine, hard, angular to subrounded gravel; maximum size, 1/2 inch;

medium to coarse sand and fine gravel consists of calcium carbonate nodules; dry; dark greenish gray with light brown and black mottling; calcium carbonate nodules have weak to strong reaction with HCl.

27.0 to 101.5 ft.

Quaternary Alluvium, Qb

27.0 to 33.2 ft.: LEAN TO FAT CLAY, CL/CH:

About 95% fines with high plasticity, high to very high dry strength, high toughness, no dilatancy;

about 5% fine, hard, angular to subrounded calcium carbonate gravel; trace fine sand;

maximum size, 1/2 inch; dry to moist; light brown to brown with orange oxidation spotting throughout; calcium carbonate nodules have weak to strong reaction with HCl; trace organics.

33.2 to 34.3 ft.: LEAN CLAY WITH SAND, (CL)s:

About 85% fines with medium plasticity, medium to high dry strength, medium toughness, no dilatancy; about 10% fine to coarse, hard, angular to subrounded sand; about 5% fine, hard, angular to subrounded calcium carbonate gravel;

maximum size, 1/2 inch; dry to moist; light brown to brown with orange oxidation spotting throughout; calcium carbonate nodules have weak to strong reaction with HCl; trace organics;

abundant mica.

34.3 to 35.5 ft.: LEAN CLAY TO SILT WITH SAND, (CL-ML)s:

About 80% fines with low plasticity, low dry strength, low toughness, no to slow dilatancy;

about 20% fine sand; maximum size, fine sand;

dry; brown with orange oxidation spotting throughout; no reaction with HCl; trace organics;

abundant mica.

35.5 to 45.3 ft.: FAT CLAY, CH:

About 100% fines with high plasticity, high to very high dry strength, high toughness, no dilatancy;

trace fine, hard, angular to subangular calcium carbonate gravel; trace fine sand; maximum size, 1/4 inch; dry; light brown to brown with black specks throughout; calcium carbonate nodules have weak to strong reaction with HCl.

45.3 to 50.7 ft.: LEAN CLAY, CL:

About 100% fines with medium plasticity, high dry strength, medium toughness, no dilatancy; trace fine sand; maximum size, fine sand; dry to moist;

brown with orange oxidation spotting; no reaction with HCl.

50.7 to 65.0 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

About 80 to 90% predominantly fine with medium and coarse, hard, predominantly subangular to subrounded with angular and rounded sand; about 10 to 20% non-plastic fines; maximum size, coarse sand; wet; gray to brown; no reaction with HCl.

E le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

In it ia l

W L

TOTAL DEPTH: 101.5 ft. (el. -89.06 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-02

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,619.96 E 6,255,877.09

GROUND ELEVATION: 12.44 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/3/2022, 3/8/2022

-1

-2

-3

-4

-5

-6

-7

-8

-9

-10

-11

-12

-13

-14

-15

-16

-17

-18

-19

-20

-21

-22

SHEET 1 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: 17.8 ft. bgs (el. -5.36 ft.) (NAVD88)

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

21.5

11.8

18.6

21.4

.5 tr

7.3 tr

74.5

73.9

80.9

55.2

(CL)s

(CH)s s(CL)

3" Shelby

(A) 80

CL / s(CL)

CL/CH

(CL)s

(CL-ML)s

FAPB

FADC

103.5

65.0 to 70.0 ft. NO RECOVERY

70.0 to 70.8 ft.: SILTY SAND TO POORLY

GRADED SAND WITH SILT, SM / SP-SM:

70.8 to 74.8 ft.: LEAN CLAY, CL:

About 100% fines with medium plasticity, high dry strength, medium toughness, no dilatancy; trace predominantly fine with medium sand; maximum size, medium sand; fine to medium sand largely consists of calcium carbonate nodules; dry; olive brown; calcium carbonate nodules have strong reaction with HCl.

74.8 to 80.0 ft.: LEAN CLAY WITH SAND, (CL)s:

About 85% fines with low to medium plasticity, medium dry strength, medium toughness, no dilatancy; about 15% fine sand; maximum size, fine sand; dry; olive brown gray with blue stringers; calcium carbonate nodules and blue stringers have strong reaction with HCl.

80.0 to 85.2 ft.: LEAN CLAY WITH SAND, (CL)s:

About 80% fines with medium plasticity, medium dry strength, medium toughness, no dilatancy;

about 20% predominantly fine with medium sand;

trace fine, hard, angular to subangular calcium carbonate gravel; maximum size, 1/4 inch; moist;

orange brown; calcium carbonate nodules have weak to strong reaction with HCl.

85.2 to 87.7 ft.: SANDY LEAN CLAY TO SILT, s(CL-ML):

About 70% fines with low plasticity, low dry strength, low toughness, no to slow dilatancy;

about 30% predominantly fine with medium and coarse, hard, angular to subrounded sand;

maximum size, coarse sand; dry to moist; brown;

no reaction with HCl.

87.7 to 88.5 ft.: POORLY GRADED SAND

WITH SILT, SP-SM:

About 90% predominantly fine to medium with coarse, hard, angular to subrounded sand; about 10% fines; maximum size, coarse sand; dry to moist; brown; no reaction with HCl.

88.5 to 91.6 ft.: CLAYEY SAND, SC:

About 60% predominantly fine with medium and coarse, hard, angular to subrounded sand; about 40% fines with low plasticity, low toughness;

maximum size, coarse sand; moist; brown; no reaction with HCl.

91.6 to 101.5 ft.: LEAN TO FAT CLAY, CL/CH:

About 100% fines with high plasticity, high to very high dry strength, high toughness, no dilatancy;

trace fine, hard, angular to subangular calcium carbonate gravel; trace fine to medium sand;

maximum size, 1/4 inch; dry; orange brown;

calcium carbonate nodules have weak to strong reaction with HCl.

E le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

In it ia l

W L

TOTAL DEPTH: 101.5 ft. (el. -89.06 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-02

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,619.96 E 6,255,877.09

GROUND ELEVATION: 12.44 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/3/2022, 3/8/2022

-23

-24

-25

-26

-27

-28

-29

-30

-31

-32

-33

-34

-35

-36

-37

-38

-39

-40

-41

-42

-43

-44

-45

-46

-47

-48

-49

-50

-51

-52

-53

-54

-55

-56

-57

SHEET 2 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: 17.8 ft. bgs (el. -5.36 ft.) (NAVD88)

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

16.8

6.5

3.4

79.9

20.2

13.3

83.2

92.7

96.6

20.1

(CH)s

(CL)s

3" Shelby (B)

3" Shelby (C)

(CL-ML)s

SM / SP-SM

FADC

101.1

101.6

BOTTOM OF HOLE: T.D. 101.5 ft. bgs (el. -89.06 ft.)

le va ti o n fe et

D ep th fe et

F in es

G ra ve l

P la st ic it y

In d ex

M o is tu re C o n te n t

S an d

% L ab

C la ss if ic at io n

Laboratory Data

L iq u id

L im it Visual Classification and Physical Condition

T u b e

T yp e an d

Intact Sample Data

T u b e R ec o ve ry

D ri ll in g M et h o d

R ec o ve ry

V is u al

C la ss if ic at io n SPT Data

S P

R ec o ve ry

S P

T B lo w s / f t.

S P

T B lo w s / 0

.5 f t.

R em o ld ed p sf

R es id u al p sf

Vane Shear

S u co r p sf

D ry

D en si ty p cf

In it ia l

W L

TOTAL DEPTH: 101.5 ft. (el. -89.06 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-02

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,619.96 E 6,255,877.09

GROUND ELEVATION: 12.44 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/3/2022, 3/8/2022

-58

-59

-60

-61

-62

-63

-64

-65

-66

-67

-68

-69

-70

-71

-72

-73

-74

-75

-76

-77

-78

-79

-80

-81

-82

-83

-84

-85

-86

-87

-88

-89

SHEET 3 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: 17.8 ft. bgs (el. -5.36 ft.) (NAVD88)

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

26.3

27.4

15.6

73.7

72.6

(CL)s

3" Shelby (D)

3" Shelby (E)

SM / SP-SM

(CL)s s(CL-ML)

SP-SM

CL/CH

FADC

112.5

NOTES

PURPOSE OF HOLE:

To determine subsurface geologic conditions, obtain SPT and vane shear data, collect intact samples, collect soil samples for laboratory analyses, and depth to groundwater.

Foundation conditions will be used to design and update the trash rake monorail at the Tracy Fish Collection Facility.

LOCATION:

West bank of the Old River, approximately 15 miles southwest of Stockton, California and less than a mile south of the Clifton Court Forebay.

DRILLED BY:

Bureau of Reclamation: CPN Region drill crew:

Kyler Wallin, driller Dan Read, helper Sam Thomas, helper

DRILL RIG:

CME-850 track mounted rig

DRILLING AND SAMPLING METHODS :

Drill hole was advanced using flight auger pilot bit (FAPB) and flight auger dry core (FADC) systems.

FAPB was used to advance the lead auger between depths of 0.0 to 7.5 feet, which then allowed for FADC advancement. FAPB consisted of 4-1/4 inch i.d. by 8 inch o.d. hollow stem augers equipped with an 8-1/2 inch o.d. lead auger bit containing six carbide bullet teeth around the rim, and a 4-1/4 inch o.d. pilot bit with three carbide bullet teeth attached to NWJ rods and set inside the lead drill bit. FAPB is a closed system and does not allow for collection of core.

FADC was used to advance the drill hole and collect soil core from 7.5 to 100.0 feet. FADC utilizes the same augers as FAPB. Instead of using a pilot bit, FADC uses a 3-1/4 inch i.d. by 3-5/8 inch o.d. by 5-foot-long split barrel dry coring system. NWJ rods were attached to a free spinning bearing assembly, which is attached to the FADC barrel. The bearing assembly allows for the FADC barrel to remain stationary while the augers rotate and advance the hole. The barrel's cutting shoe extended 0.15 feet beyond the lead auger bit. Both a metal and plastic "basket" was used in the cutting shoe to assist with retention of core.

SPT was performed at 5.0-foot intervals (only when undisturbed samples and vane shear tests were not required) from 7.5 to 101.5 feet. SPT consisted of a 1-3/8 inch i.d. by 2 inch o.d by 2-foot-long split spoon sampler driven 1.5 feet. The sampler was attached to NWJ rods that weight about 57.5 lbs/10 feet. The sample was advanced with an auto-hammer (140 pound weight with a 30-inch drop). The auto-hammer energy was last measured in August 2021, resulting in a 90.4% energy correction (drill rig engine at 1280 rpm with auto-hammer rate at 53 blows per minute). A plastic basket trap was placed in the cutting shoe to assist with sample retention for SPT intervals below 17.5 feet.

Use of such a device may increase penetration resistance. Blow counts presented in this log are uncorrected field values.

Undisturbed (intact) soil samples A through E were collected within steel (Shelby) tubes using a GUS hydraulic piston sampler. The Shelby tube is bolted to a cylinder over a stationary piston, and the cylinder and tube are advanced by hydraulic (water) pressure. A pump and the drill rig's water delivery system were used to hydraulically activate the GUS sampler. The sampler is rated for 600 psi. The pump's pressure relief blow-off valve was set to 550 psi. The GUS sampler was not advanced to its full 2.05 feet of interior length whenever the pump pressure relief blow-off valve activated. The GUS sampler has a fail-safe pressure relief system that releases hydraulic pressure to prevent over sampling. The GUS sampler was advanced to its full interior length whenever its pressure relief system activated. Nominal Shelby tube dimensions: 3-inch o.d. by 2.5 feet long.

Refer to the appropriate Technical Memorandum for results of strength testing and physical properties testing of intact samples.

Vane shear testing was performed by TSC and CGB Geology using a 1.5-inch long by 1.5-inch wide vane. Refer to the appropriate Technical Memorandum for shear strength values.

DRILLING CONDITIONS:

Notable drilling condition and notes:

0.0 to 7.5 ft.: Pilot bit interval to seat augers.

20.0 to 22.0 ft.: Undisturbed sample A, GUS Piston, maximum hydraulic pressure 500 PSI

35.0 to 37.0 ft.: Undisturbed sample B, GUS Piston, maximum hydraulic pressure 450 PSI

45.0 to 47.0 ft.: Undisturbed sample C, GUS Piston, maximum hydraulic pressure 450 PSI

45.0 to 47.5 ft.: FADC, sampler shoe empty upon retrieval

47.5 to 50.0 ft.: FADC, sampler shoe empty upon retrieval

50.0 to 55.0 ft. FADC, hard, slow drilling; poor recovery

55.0 to 56.5 ft. SPT sampler 0.6 ft high. Possible slough due to sample loss from previous FADC.

55.0 to 60.0 ft. FADC barrel initially landed 2.5 ft high; hard, slow drilling; driller added water to aid sample retention due to sands falling out the bottom of the barrel; used plastic bag around catcher to aid sample retention

60.0 to 65.0 ft.: FADC, driller added water to aid sample retention; used plastic bag around catcher to aid sample retention

65.0 to 70.0 ft. FADC, no recovery; softer drilling at 68.5 ft, per driller; driller added water to aid sample retention

75.0 to 77.0 ft.: Undisturbed sample D, GUS Piston, maximum hydraulic pressure 175 PSI

80.0 to 82.0 ft.: Undisturbed sample E, GUS Piston, maximum hydraulic pressure 300 PSI

82.5 to 85.0 ft.: FADC, driller added water to aid sample retention

85.0 to 86.5 ft.: SPT barrel completely full of sand. SPT blow counts may be invalid.

85.0 to 89.5 ft.: FADC, hard, slow drilling

95.0 to 100.0 ft.: FADC, sampler shoe empty upon retrieval

REASON FOR HOLE TERMINATION:

Drill hole terminated at target depth.

HOLE COMPLETION:

Hole backfilled with bentonite from 101.5 feet to 2.0 feet, native material from 2.0 feet to 0.2 feet, and cold patch asphalt from 0.2 feet to the ground surface.

GROUNDWATER LEVELS:

3/4/2022: 25.0 feet first encounter water in SPT sample The following water levels were measured at the start of each day prior to drilling.

3/5/2022: 17.8 feet with augers at 35.0 feet.

3/6/2022: 17.7 feet with augers at 35.0 feet.

TOTAL DEPTH: 101.5 ft. (el. -89.06 ft.)

FEATURE: Tracy Fish Collection Facility

STATE: California

ANGLE FROM HORIZONTAL: 90o

DEPTH TO BEDROCK: Not Encountered

GEOLOGIC LOG OF DRILL HOLE NO. DH-22-02

SUBFEATURE: Trash Rake Monorail

Notes Abbreviations psf:

psi:

SPT:

T.D.:

% Recovery:

Pounds Per Square Foot Pounds Per Square Inch Refusal Standard Penetration Test Total Depth Core Recovery Percentage

BGS:

FADC:

FAPB:

HCl:

NA:

NP:

NR:

Sufv:

Sucor:

REVIEWED BY:

COORDINATES: N 2,121,619.96 E 6,255,877.09

GROUND ELEVATION: 12.44 ft. NAVD88

R A

R Y

A S

T E

R L

A R

Y 1.

O R

S R

E P

T E

T A

T U

N O

L O

Managing Water in the West

START DATE, END DATE: 3/3/2022, 3/8/2022

SHEET 4 OF 4

RECLAMATION

PROJECT: Central Valley Project

LOGGED BY: S. Swartz

DATUM: CA State Plane, Zone 3, NAD83

WATER LEVEL DEPTH: 17.8 ft. bgs (el. -5.36 ft.) (NAVD88)

SPT Test may be invalid due to flowing/heaving sands. See drilling notes.

FEATURE: Tracy Fish Test Facility

LOCATION: See Notes

BEGUN: 7/2J02 FINISHED: 7/20/02

DEPTH AND ELEVATION OF WATER LEVEL

AND DATE MEASURED;

NOTES

· COMMENTS:

GEOLOGIC LOG OF DRILL HOLE NO. OW-02-13 SHEET 2 OF 3

VISUAL DATA

� >- J

0. w "' w w ocW "' "

� " o> w z z <(

;;e� " " "

" 10 0

70 30 0

20- 10-15 85-90 0

" 10 0

3S 65 0

25-

" 20 0 "

65 3S 0

" ., 0

30-

" 65 0

" 70 30 0

" 65 0 "

35-

2S 75 0

PROJECT: Central Valley Project • Delta Division STATE; California

COORDINATES: N 2,121,449.5 E 6,255,958.2 GROUND ELEVATION: 10,5+/-

TOTAL DEPTH: 40.4 ANGLE FROM HORIZONTAL: 90 AZIMUTH:

DEPTH TO BEDROCK: HOLE LOGGED BY; s. Sherer

REVIEWED BY; S. Sherer

:3� � "1/ �� j::

CLASSIFICATION AND PHYSICAL CONDITION 0J

:s � " ;;j

CUCH

-8.5 s(ML)

-9.4

SP-SM

-9.9

CUCH

-12.4

-13.4

(CUCH)s

-17.4 s(CUCH)

-18.l s Ml .,a.s

SP-SM

-21.0 s(ML)

-21.9

SP-SM

-24.9

-25.5 oo Jm o:,;w >-

Qb -

FADC =Flight Auger Dry Core NR = No- Recovery l__s_H��T-� OF J JoRILLHOLE ow-02-13 Specifications No. 20-C0917 aumstead Line aumstead Typewritten Text P aumstead Line aumstead Typewritten Text

P L

O ve rs iz e in G ra ve l ( in

S an d

F in es

La bo ra to ry S oi l

C la ss ifi ca tio n G ro up

S ym bo l

D ep th (f

t) S am pl e Lo ca tio n S am pl e

G ro up : P ro je ct C od e

.1 Le an c la y w ith s an d C

D H

-2 2-

-0

-S

F at c la y C

D H

-2 2-

-0

-S

.3 S an dy s ilt

M L

H -2

-0

-S

.4 S an dy le a n cl ay C

D H

-2 2-

-0

-S

P (N on -P la st ic

N P

(N on

-P la st ic

N ot O bt ai na bl e 0.

.6 S ilt y sa nd

S M

H -2

-0

-S

.8 S an dy le a n cl ay C

D H

-2 2-

-0

-S

Le an c la y w ith s an d

C L

H -2

-0

-S

.9 F at c la y w ith s an d C

D H

-2 2-

-0

-S

F at c la y C

D H

-2 2-

-0

-S

Le an c la y w ith s an d

C L

H -2

-0

-S

N P

(N on

-P la st ic

P (N on -P la st ic

N ot

O bt ai na bl e

S ilt y sa nd S

D H

-2 2-

-0

-S

.6 Le an c la y w ith s an d C

D H

-2 2-

-0

-S

W ill ow s

R eg io na l L ab or at or y

W ill ow s, C

S o il P h ys

P ro p s

T ra cy

F is h C o lle ct io n F ac ili ty

P ag e of

E S

T La b by

S pe ct ra

Q E

S T

.c om

� - BUREAU OF -

� RECLAMATION

Bureau of Reclamation Engineering and Laboratory Services Division

Denver Federal Center Building 56 PO Box 25007 Denver, CO 80225-0007 www.usbr.gov/tsc/tscorganization/8500.html

Material Test Report

Region/Project: MP-Delta Division Project

Feature/Job: Tracy Fish Collection Facility

I Report No: MAT:22-00089-501 Issue No: 1

Checked By: Christopher Fontaine 5/24/2022 Reviewed By: Christopher Fontaine, Civil Engineer (Geotechnical) Date Signed:

Sample Details Sample Description:

1------------------------------ -

S amp I e ID 22-00089-S01 (CL)s - lean clay with sand Date Sampled 3/31/2022 Specification USBR Sampling Method Thin Wall Sampler (Shelby), 3" Boring No DH-22-1 Depth 19.5 - 21.5 ft

Atterberg Limit:

Liquid Limit: 43

Plastic Limit: 13

Plasticity Index: 30

Linear Shrinkage(%):

5/24/2022

:;::::============================::::::;: Grading: useR5330 Particle Size Distribution ---------------•

% Passing

100 · ·---,---,-------· ....;· ·..;,.· .;..;· ·..;.· ;.;· ·.:...:_· · · · · · · · · · · · · · ·

90 .....• , I80 · · · · · • · · · · · · • · · · · · · · .. · · · · · · · · · · · · · · · · • · · · · · · · ·

70 · · · · · · i · · · · · ·, • · · · · · •, ••......••.......••

60 ............................. ........ ............. I 50 . " ................. , 40 .... · ... · · · ·•· · · · ... , 30 .................... , 20 .... · · · .. · • · · · ... , .. · ·

E E E E E

� g � � � c,; c,; ,.. M

M ..; "'

COBBLES GRAVEL

0 0 � 0 0

Sieve

SAND

E E §. §. E 5. ::L ::L ::L "' ,.. � a, "' ,.. M

FINES

(0.0%) Coarse I Fine (0.0%) (0.0%)

Coarse I

Medium I

Fine (0.6%) (1.6%) (12.5%)

Silt I

Clay (40.2%) (45.1%)

Date Tested: 5/20/2022 Tested By: Tyler Dziedzina

Sieve Size 75.0mm (3in) 37.5mm (1½in) 19.0mm (¾in) 9.5mm (3/8in) 4.75mm (No.4) 2.36mm (No.8)

1.18mm (No.16) 600µm (No.30) 300µm (No.SO) 1 SOµm (No.100) 75µm (No.200) 37µm (0.001 in)

19µm (0.0007in) 9µm (0.0004in) Sµm (0.0002in) 2µm (0.0001 in)

% Passing 100.0 100.0 100.0 100.0 100.0 99.5

99.0 98.5 97.0 92.3 85.3 70.9

63.6 53.5 45.1 34.7

Limits

D85: 0.0739 D60: 0.0137 D50: 0.0055

D30: N/A D15: N/A D10: N/A

Bureau of Reclamation Engineering and Laboratory Services Division

Denver Federal Center Building 56 PO Box 25007 Denver, CO 80225-0007 www.usbr.gov/tsc/tscorganization/8500.html

Material Test Report

Region/Project: MP-Delta Division Project

Feature/Job: Tracy Fish Collection Facility

I Report No: MAT:22-00090-502 Issue No: 1

Checked By: Christopher Fontaine 5/24/2022 Reviewed By: Christopher Fontaine, Civil Engineer (Geotechnical) Date Signed:

Sample Details Sample Description:

1------------------------------ -

S amp I e ID 22-00090-S02 (CH)s - fat clay with sand Date Sampled 3/31/2022 Specification USBR Sampling Method Thin Wall Sampler (Shelby), 3" Boring No DH-22-2 Depth 35.0 - 37.0 ft

Atterberg Limit:

Liquid Limit: 51

Plastic Limit: 15

Plasticity Index: 36

Linear Shrinkage(%):

5/24/2022

:;::::============================::::::;: Grading: useR5330 Particle Size Distribution ---------------•

% Passing

100 · ·---,----,--------,,----.... · ;..:.· · · · · · · · · · · · · · · · • .. · · · · · · · · · · · · :••: 11 .:�············ :: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : : : : : 1:::::::::: : : : : : :

50 .....••.....••.....• , •......• ·········· .. ·1·· 40 · · · · · · · · · · · · • · · · · · · ·-- · · ·

30 "· "" • • •" • •" • • •••••••I••••••••• ................. · -i- 20 · · · · · · · · · · • · · · · · ·, • · · ·

E E E E E � g � � � c,; c,; i"-- M

M ..; "'

COBBLES GRAVEL

0 0 � 0 0

Sieve

SAND

E E §. §. E 5.::L ::L ::L "' i"-- � a, "' i"-- M

FINES

(0.0%) Coarse I Fine (0.0%) (0.0%)

Coarse I

Medium I

Fine (0.0%) (0.8%) (16.0%)

Silt I

Clay (40.4%) (42.8%)

Date Tested: 5/20/2022 Tested By: Tyler Dziedzina

Sieve Size 75.0mm (3in) 37.5mm (1½in) 19.0mm (¾in) 9.5mm (3/8in) 4.75mm (No.4) 2.36mm (No.8)

1.18mm (No.16) 600µm (No.30) 300µm (No.SO) 1 SOµm (No.100) 75µm (No.200) 37µm (0.001 in)

19µm (0.0007in) 9µm (0.0004in) Sµm (0.0002in) 2µm (0.0001 in)

% Passing 100.0 100.0 100.0 100.0 100.0 100.0

100.0 99.8 98.6 92.8 83.2 70.7

62.8 47.9 42.8 31.6

Limits

D85: 0.0854 D60: 0.0150 D50: 0.0065

Bureau of Reclamation Engineering and Laboratory Services Division

Denver Federal Center Building 56 PO Box 25007 Denver, CO 80225-0007 www.usbr.gov/tsc/tscorganization/8500.html

Material Test Report

Region/Project: MP-Delta Division Project

Feature/Job: Tracy Fish Collection Facility

I Report No: MAT:22-00090-503 Issue No: 1

Checked By: Christopher Fontaine 5/24/2022 Reviewed By: Christopher Fontaine, Civil Engineer (Geotechnical) Date Signed:

Sample Details Sample Description:

1------------------------------ -

S amp I e ID 22-00090-S03 (CL)s - lean clay with sand Date Sampled 3/31/2022 Specification USBR Sampling Method Thin Wall Sampler (Shelby), 3" Boring No DH-22-2 Depth 45.0 - 47.0 ft

Atterberg Limit:

Liquid Limit: 49

Plastic Limit: 17

Plasticity Index: 32

Linear Shrinkage(%):

5/24/2022

:;::::============================::::::;: Grading: useR5330 Particle Size Distribution ---------------•

% Passing

100 · ·---,----,--------· · · · · · · · · · · · · · · · ·

90 .....• , I80 · · · · · • · · · · · · • · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·

70 · · · · · · i · · · · · ·, • · · · · · •, ••......••.......••

I 60 · .. · .. · · · · · · • · · · · · · · · .. · · · · · ·

50 .................... , 40 · .. · .. · · · · · · • · · · · · · ·- .. · ·

I 30 .................... , 20 · · .. · · · · · · • · · · · · ., .. · ·

E E E E E

� g � � � c,; c,; ,.. M

M ..; "'

COBBLES GRAVEL

§. §. §. E E §. §. E ::L ::L ::L

0 0 � "' ,.. � a, "' 0 0 ,.. M <O

Sieve

SAND FINES

(0.0%) Coarse I Fine (0.0%) (0.0%)

Coarse I

Medium I

Fine (0.0%) (3.1%) (17.9%)

Silt I

Clay (33.9%) (45.1%)

Date Tested: 5/20/2022 Tested By: Tyler Dziedzina

Sieve Size 75.0mm (3in) 37.5mm (1½in) 19.0mm (¾in) 9.5mm (3/8in) 4.75mm (No.4) 2.36mm (No.8)

1.18mm (No.16) 600µm (No.30) 300µm (No.SO) 1 SOµm (No.100) 75µm (No.200) 37µm (0.001 in)

19µm (0.0007in) 9µm (0.0004in) Sµm (0.0002in) 2µm (0.0001 in)

% Passing 100.0 100.0 100.0 100.0 100.0 100.0

100.0 99.4 94.3 87.7 79.0 62.8

58.4 52.8 45.1 32.6

Limits

D85: 0.1210 D60: 0.0242 D50: 0.0053

Bureau of Reclamation Willows Construction Office

1140 West Wood St. PO Box 988 Willows, CA 95988-0988 530-892-6216 https://www.usbr.gov/mp/mpco/index.html

Material Test Report

Region/Project: MP-Delta Division Project

Feature/Job: Tracy Fish Collection Facility

I Report No: MAT:22-00186-501 Issue No: 1

Checked By: Sean Hill 5/26/2022 Reviewed By: Jeff Kelly, Lab Manager Date Signed:

Sample Details Sample Description:

1----------------------------- -

S amp I e ID 22-00186-S01 (CL)s - Lean Clay with sand Field Sample ID 2 Date Sampled 5/25/2022 Specification USBR 5330 Sampling Method Standard Penetration Testing (SPT) Boring No DH-22-1 Depth 11.9' - 13.4'

As Recieved Moisture: 18.4%

Atterberg Limit:

Liquid Limit: 44 Plastic Limit: 13

Plasticity Index: 31

Linear Shrinkage(%):

5/26/2022

:;::::===========================::::::;: Grading: useR5330 Particle Size Distribution 1----------------•

% Passing

100 . ·----,--�--·--· ...... .;...;· ·.:..· ... I

. ..... J ......... ...... 1 ....... .. 1 ·•·· ·····90 .....• , ..

80 · · · · · " · · · · · • .. · · · · · • ..

70 · · · · · ., .. · · • " · · · · · • ••

60 · · · · · .. · · · · • .. · · · .. · ..

40 · · · · · .. · · · · .. · · · · · • ..

30 · · · · " · · .. .... · · ·

. ......... I . . . . . . ...... ... ....... . ,.

..................... I J

. ......•..... , ••.•... •I·

I . ...... ·••••··· ••I·

. .......... •I·

'" I· · rrr·····r·1 0…

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