Amd_03_Solicitation_Number_140R2024R0009_4_of_4_0003.pdf

Specifications No. 20-C0917

G10

G11

G12

G13

G14

G15

G16

G17

G18

G19

G20

G21

G22

G23

G24

G25

G26

G27

G28

G29

G30

G31

G32

G33

G34

G35

G36

G37

G38

G39

S pe cifica tion s N o

. 2 0-C

G cifica tion s N o

. 2 0-C cifica tion s N o

. 2 0-C

G43

G44

G45

G46

(44.7%) (51.0%)

G47

Sean Hill 5/26/2022

G48

(15.6%)(52.8%)

G50

(27.9%)(41.9%)

G51

(29.1%)(48.9%)

G52

(43.0%) (37.9%)

G53

(44.1%) (48.6%)

G54

G55

G56

G57

G58

Tested By: T. Dziedzina, T. Chatfield Checked By: T. Chatfield

TRIAXIAL SHEAR TEST REPORT

BUREAU OF RECLAMATION

Denver, Colorado

Client: California-Great Basin Region

Project: Tracy Fish Collection Facility

Sample Number: 22-00089-S01 Depth: 19.5 - 21.5 ft

Proj. No.: P0088 Date Sampled: 5-18-22

Type of Test:

CU with Pore Pressures

Sample Type: Intact, 3-inch Shelby tube

Description: CL - lean clay

LL= PL= 13 PI=

Remarks: Isotropic Consolidation, spec 1: sigmac'= 1040 psf, spec 2: sigmac'=1973 psf, spec 3:

sigmac'=3008 psf. Failure chosen at max obliquity.

Figure

Sample No.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, in./min.

Eff. Cell Pressure, psi Fail. Stress, psf

Ult. Stress, psf

1 Failure, psf 3 Failure, psf

In iti a l

A t T e st

22.5 103.1

2.89 5.71

23.8 104.8

2.88 5.67

0.003

2.0

7.22

24.8 102.5

2.86 4.64

20.7 105.2 2.85 4.54

0.003

4.5

14.21

26.7 100.0

2.88 5.76

22.2 102.3 2.86 5.69

0.003

3.1

20.72

D e vi a to r

S tr e ss

, p sf

Axial Strain, %

0 5 10 15 20

S h e a r S tr e ss , p sf

Effective Normal Stress, psf

0 900 1800 2700 3600 4500 5400

C, psf , deg Tan()

Results

33.4 0.66

G59

Tested By: T. Dziedzina, T. Chatfield Checked By: T. Chatfield

Client: California-Great Basin Region

Project: Tracy Fish Collection Facility

Depth: 19.5 - 21.5 ft Sample Number: 22-00089-S01

Project No.: P0088 Figure BUREAU OF RECLAMATION q , p sf p, psf Stress Paths: o indicates peak

0 2000 4000 6000 8000 10000 12000

Peak Strength Effective a= tan =

102 psf

29.0 deg

0.55

E xc e ss

P o re P re ss u re

D e vi a to r S tr ss p sf

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-2000

0% 10% 20%

G60

Tested By: T. Dziedzina Checked By: T. Chatfield

BUREAU OF RECLAMATION

Denver, Colorado

Client: California-Great Basin Region

Project: Tracy Fish Collection Facility

Sample Number: 22-00090-S02 Depth: 35.0 - 37.0 ft

Proj. No.: P0088 Date Sampled: 5-18-22

Type of Test:

CU with Pore Pressures

Sample Type: intact, 3-inch shelby tube

Description: (CH)s - fat clay with sand.

LL= 51 PL= 15 PI= 36

Remarks: Isotropic Consolidation, spec 1: sigmac'=

1360 psf, spec 2: sigmac'= 2570 psf. Unable to test a 3rd specimen due to limited material. Failure chosen at max obliquity.

Figure

Sample No.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, in./min.

Eff. Cell Pressure, psi Fail. Stress, psf

Ult. Stress, psf

1 Failure, psf 3 Failure, psf

In iti a l

A t T e st

22.5 103.3 2.88 5.75

24.3 104.8

2.87 5.72

0.003

2.5

9.45

20.0 106.1 2.87 5.16

20.0 109.2

2.85 5.09

0.003

2.8

17.86

D e vi a to r

S tr e ss

, p sf

Axial Strain, %

0 5 10 15 20

S h e a r S tr e ss , p sf

Effective Normal Stress, psf

0 800 1600 2400 3200 4000 4800

C, psf , deg Tan()

Results

19.1 0.35

G61

Project: Tracy Fish Collection Facility

Depth: 35.0 - 37.0 ft Sample Number: 22-00090-S02

Project No.: P0088 Figure BUREAU OF RECLAMATION q , p sf p, psf Stress Paths: o indicates peak

0 2000 4000 6000 8000 10000 12000

Peak Strength Effective a= tan =

496 psf

18.3 deg

0.33

E xc e ss

P o re P re ss vi a to r S tr

-4000

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-4000

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-4000

-2000

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-4000

-2000

0% 10% 20%

G62

BUREAU OF RECLAMATION

Denver, Colorado

Client: California-Great Basin Region

Project: Tracy Fish Collection Facility

Sample Number: 22-00090-S03 Depth: 45.0 - 47.0 ft

Proj. No.: P0088 Date Sampled: 5-19-22

Type of Test:

CU with Pore Pressures

Sample Type: Intact, 3-inch Shelby Tube

Description: (CL/CH)s - lean clay with sand

(borderline fat clay).

LL= 49 PL= 17 PI= 32

Remarks: Isotropic Consolidation, spec 1: sigmac'= 1938 psf, spec 2: sigmac'= 3111 psf , spec 3 sigmac'= 4029. Failure chosen at maxium obliquity.

Figure

Sample No.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, in./min.

Eff. Cell Pressure, psi Fail. Stress, psf

Ult. Stress, psf

1 Failure, psf 3 Failure, psf

In iti a l

A t T e st

21.1 105.6

2.86 5.78

25.2 107.2

2.85 5.75

0.003

2.4

13.46

22.8 109.0

2.85 5.70

20.9 111.0

2.83 5.67

0.003

3.4

21.60

27.3 100.3

2.86 5.70

25.4 103.5

2.83 5.63

0.003

4.8

27.98

D e vi a to r

S tr e ss

, p sf

Axial Strain, %

0 5 10 15 20

S h e a r S tr e ss , p sf

Effective Normal Stress, psf

0 1100 2200 3300 4400 5500 6600

C, psf , deg Tan()

Results

21.7 0.40

G63

Project: Tracy Fish Collection Facility

Depth: 45.0 - 47.0 ft Sample Number: 22-00090-S03

Project No.: P0088 Figure BUREAU OF RECLAMATION q , p sf p, psf Stress Paths: o indicates peak

0 2000 4000 6000 8000 10000 12000

Peak Strength Effective a= tan =

629 psf

20.3 deg

0.37

E xc e ss

P o re P re ss vi a to r S tr

-1500

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-1500

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-1500

0% 10% 20%

E xc e ss

P o re P re ss vi a to r S tr

-1500

0% 10% 20%

G64

PANEL PG

(Existing)

100A 480V

REMOTE

RADIO

CONTROLLER

TRASH RAKE

CONTROL PANEL

INSTRUMENTATION

TERMINAL BOX

SOUTH

TROLLEY

JUNCTION

BOX

NORTH

TROLLEY

JUNCTION

BOX

SOUTH RAKE NORTH RAKE

3-#4AWG + #10GND

THHN CONDUCTORS

LENGTH = 20FT

16-#12AWG

THHN

CONDUCTORS

LENGTH = 100FT

FESTOON CABLES

8/C - #12AWG - 480VAC

8/C - #12AWG - 480VAC

4/C - #10AWG - 120VAC

LENGTH = 200FT

TRASH RAKE STRUCTURE

HAND-HELD REMOTE

CONTROL ASSEMBLY

FIELD EQUIPMENT

RE GN AM

4-#10AWG

THHN

CONDUCTORS

LENGTH = 100FT

16-#12AWG

THHN

CONDUCTORS

LENGTH = 300FT

4-#10AWG

THHN

CONDUCTORS

LENGTH = 300FT

FESTOON CABLES

8/C - #12AWG - 480VAC

8/C - #12AWG - 480VAC

4/C - #10AWG - 480VAC

LENGTH = 200FT

RE

BL BL

BL BL

BL BL

RE

RE GN AM

RE

NORTH RAKE

SOUTH RAKE

BL BL

BL BL

AM

AM

AM

AM

AM

AM

AM

AM

A

LW

A Y S T

H

IN

K S A

FE

T Y

SHEET

D

C

B

A

D

C

B

A

B U

R E A

U O

F R E C

LA

M A T

IO

N

U .S

D

E P A R

TM

E N

T O

F T H

E I

N T E R

IO

R

C A D

S

YS

TE

M

A u to

C A D

.0

S

LM

S

T E C

H

C A D

F

IL

E N

A M

E -D

-6 -R

D -1

.D W

G

LA

S T S

A V E D

D A T E

-0

-1

LA

S T S

A V E D

B Y

R C

H E N

G

C E N

TR

A L

V A

LL

E Y

PR

O

JE

C

T

D E

LT

A D

IV

IS

IO

N

T R A C Y F

IS

H

C O

LL

E C T

IN

G F

A C

IL

IT

Y

T R A S H

R A K E

M O

N O

R A

IL

S

TR

U C

TU

R E

R E

PL

A C E M

EN

T E

N H

A N

C

EM

E N

T

ELECTRICAL

TRASH RAKE BLOCK

DIAGRAM

DENVER, CO

863-D-60031

2022-08-17

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATHEW VINCENT RITMILLER

MATHEW VINCENT RITMILLER

L. BUCHHOLZ

Buchholz, Luke B P.E.

Morley, Elizabeth (Liz) A P.E.

Elizabeth Morley, PE

NOTES

1. Equipment marked with an " * " indicates existing equipment.

2. Dimensions and sizes shown on the plans are approximate. The Contractor shall verify dimensions, distances and equipment sizing and notify the COR of any discrepancies prior to beginning work.

3. Panels must be installed observing all applicable state and local codes, and as per latest revision of NEC, NFPA 70.

4. Trash rake control panel and junction boxes shall be connected to a good earth ground.

5. Refer to 863-D-60033 for location of the trash rake control panel.

6. Refer to 863-D-60033 for location of the festoon and instrumentation junction boxes.

7. Human-machine-interface (HMI) are touch screen and provide system operation status information and system operational control.

Contractor shall coordinate the development of the HMI screen display and layout with the COR.

8. Control panel and handheld remote assembly shall control system operation during manual operation.

9. During automatic operation the trash rakes shall remove debris per sensor differential and pre-prescribed sequence of operation.

10. Communication between hand-held remote and PLC via radio link.

11. Serial communications only between devices and remote monitoring stations.

12. Water Level Sensor Controllers to be mounted on front of new trash rake control panel.

SERIAL COMMUNICATION

POWER CONDUCTORS

DETAIL A

South Water Level Sensor Controller

North Water Level Sensor Controller

LOCATED IN CONTROL PANEL

RE GN AM

RE

RE GN AM

RE

NORTH RAKE

SOUTH RAKE

BL BL

BL BL

AM

AM

AM

AM

AM

AM

AM

AM

DETAIL A

R

EV

N O

-0

-1

D

R e m o v e d f lo o d l ig h ts o n p en d a n t.

M a rk p a n e l

P G a s e x is ti n g

R el ea se d

19Amendment No. 0003

FOR INFORMATION O NLY

Amendment No. 0003