Topock_Marsh_Pumping_Plant_Geotechnical_Report_2022_Part_2_0001.pdf
PDF 27 MB Posted
- Attached to
- Archimedes pump construction for Topock
- Solicitation number
- 140R3024R0028
About this file
This document is a Solicitation Notice for the construction of a 60 cfs pumping station for the Topock Marsh project. The U.S. Bureau of Reclamation, a civilian federal agency, is the procuring entity. The NAICS code assigned to this project is 237990 (Other Heavy and Civil Engineering Construction) with a $45M small business size standard. The estimated value of the contract is between $10,000,000 and $15,000,000. This requirement will be solicited and awarded using the methods outlined in FAR Part 36 (Construction Contracts) and FAR Part 15 (Contracting by Negotiation). The Government contemplates award of one firm fixed price contract. Offerors must be registered and active in the System for Award Management (SAM) and have completed Online Representations and Certifications at the time of proposal submittal. All contractual and technical questions must be submitted in writing to the Contract Specialist, Diane Rodriguez.
View the file
Other files
Show all 30
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Topock Marsh Pumping Station Geotechnical Investigation
Topock Marsh Pumping Station Test Pit and Borehole Lithologic Logs and Monitoring Well Construction
APPENDIX B
Water Chemistry Results
Bureau of Reclamation - Yuma Area Office
Lab. Lic.#AZ0145
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/4/2021
15:40
GEO
DH-21-2
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100149-01
Geology
GEO-MISCW0990
uS/cm @25 C938Conductivity mg/L94.4Chloride mg/L<1.3Fluoride mg/L<1.3Nitrite as N mg/L<1.3Nitrate as N mg/L<1.3PO4 as P mg/L199Sulfate
931Field Conductivity mg/L0.146Boron mg/L0.0790Barium mg/L66.6Calcium mg/L0.00100Iron mg/L5.00Potassium mg/L22.8Magnesium mg/L0.00300Manganese mg/L105Sodium mg/L8.43Silicon Dioxide mg/L0.902Strontium
8.06pH mg/L0.00P-Alkalinity as CaCO3 mg/L135Total Alkalinity as CaCO3
C23.6pH Temperature mg/L165Bicarbonate mg/L135Bicarbonate as CaCO3 mg/L0.00Carbonate mg/L0.00Carbonate as CaCO3 mg/L0.00Hydroxide mg/L0.00Hydroxide as CaCO3 mg/L166.44Calcium as CaCO3 mg/L93.3Magnesium as CaCO3 mg/L260Total Hardness as CaCO3 meq9.60Sum of Anion Milliequivalents meq9.89Sum of Cation Milliequivalents mg/L585Total Sum (Bicarbonate Corrected)
%1.47Percent Difference Cation Anion
0.624Total Salt to Conductivity Ratio mg/L660Total Salt mg/L669Total Sum of Major Analytes mg/L582Total Dissolved Solids @ 180 C mg/L0.00100Ag mg/L0.0580Al mg/L-0.0270As
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/4/2021
15:40
GEO
DH-21-2
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100149-01
Geology
GEO-MISCW0990
mg/L0.00100Be mg/L0.00Cd mg/L0.00Co mg/L0.00100Cr mg/L0.0300Cu mg/L0.00800Mo mg/L0.00Ni mg/L-0.0160P mg/L0.00400Pb mg/L0.00500Sb mg/L0.00500Se mg/L0.00100Ti mg/L0.00100Tl mg/L0.00100V mg/L0.00800Zn
C19.5Temperature Degrees C
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/6/2021
18:50
GEO
DH-21-1
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100150-01
Geology
GEO-MISCW0990
uS/cm @25 C918Conductivity mg/L85.6Chloride mg/L<1.3Fluoride mg/L<1.3Nitrite as N mg/L<1.3Nitrate as N mg/L<1.3PO4 as P mg/L203Sulfate
916Field Conductivity mg/L0.132Boron mg/L0.0770Barium mg/L76.5Calcium mg/L0.00100Iron mg/L3.85Potassium mg/L23.2Magnesium mg/L0.00500Manganese mg/L88.5Sodium mg/L7.79Silicon Dioxide mg/L0.922Strontium
8.06pH mg/L0.00P-Alkalinity as CaCO3 mg/L137Total Alkalinity as CaCO3
C23.6pH Temperature mg/L167Bicarbonate mg/L137Bicarbonate as CaCO3 mg/L0.00Carbonate mg/L0.00Carbonate as CaCO3 mg/L0.00Hydroxide mg/L0.00Hydroxide as CaCO3 mg/L191.19Calcium as CaCO3 mg/L95.1Magnesium as CaCO3 mg/L286Total Hardness as CaCO3 meq9.48Sum of Anion Milliequivalents meq9.68Sum of Cation Milliequivalents mg/L573Total Sum (Bicarbonate Corrected)
%1.07Percent Difference Cation Anion
0.624Total Salt to Conductivity Ratio mg/L651Total Salt mg/L658Total Sum of Major Analytes mg/L590Total Dissolved Solids @ 180 C mg/L0.00Ag mg/L0.0390Al mg/L-0.0270As
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/6/2021
18:50
GEO
DH-21-1
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100150-01
Geology
GEO-MISCW0990
mg/L0.00100Be mg/L0.00Cd mg/L0.00Co mg/L0.00Cr mg/L0.0320Cu mg/L0.00700Mo mg/L0.00Ni mg/L-0.0150P mg/L0.00300Pb mg/L0.00300Sb mg/L0.00500Se mg/L0.00100Ti mg/L-0.00300Tl mg/L0.00100V mg/L0.0120Zn
C18.8Temperature Degrees C
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/6/2021
15:23
GEO
Colorado River at Inlet
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100151-01
Geology
GEO-MISCW0990
uS/cm @25 C892Conductivity mg/L83.6Chloride mg/L<1.3Fluoride mg/L<1.3Nitrite as N mg/L<1.3Nitrate as N mg/L<1.3PO4 as P mg/L195Sulfate
893Field Conductivity mg/L0.133Boron mg/L0.111Barium mg/L73.7Calcium mg/L0.00200Iron mg/L4.45Potassium mg/L24.6Magnesium mg/L0.00100Manganese mg/L86.1Sodium mg/L7.26Silicon Dioxide mg/L0.999Strontium
8.27pH mg/L0.00P-Alkalinity as CaCO3 mg/L135Total Alkalinity as CaCO3
C23.6pH Temperature mg/L165Bicarbonate mg/L135Bicarbonate as CaCO3 mg/L0.00Carbonate mg/L0.00Carbonate as CaCO3 mg/L0.00Hydroxide mg/L0.00Hydroxide as CaCO3 mg/L184.22Calcium as CaCO3 mg/L101Magnesium as CaCO3 mg/L285Total Hardness as CaCO3 meq9.19Sum of Anion Milliequivalents meq9.55Sum of Cation Milliequivalents mg/L558Total Sum (Bicarbonate Corrected)
%1.93Percent Difference Cation Anion
0.625Total Salt to Conductivity Ratio mg/L634Total Salt mg/L641Total Sum of Major Analytes mg/L572Total Dissolved Solids @ 180 C mg/L0.00100Ag mg/L0.0670Al mg/L-0.0300As
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
Date Sampled:
Site Code
Client:
Date Completed:
Order Number
Comments/Notes:
Sampler:
Sample Time:
5/6/2021
15:23
GEO
Colorado River at Inlet
Fred Croxen
05/24/2021Released Date:05/17/2021
Site Description:
ResultTest Name UNITS
Y2100151-01
Geology
GEO-MISCW0990
mg/L0.00100Be mg/L-0.00100Cd mg/L0.00Co mg/L0.00Cr mg/L0.0340Cu mg/L0.00500Mo mg/L0.00Ni mg/L-0.0270P mg/L0.00100Pb mg/L0.00400Sb mg/L0.00900Se mg/L0.00100Ti mg/L-0.00200Tl mg/L0.00200V mg/L0.00200Zn
C19.2Temperature Degrees C
DATA ANALYSIS
7301 Calle Agua Salada
Yuma, AZ 85364
APPENDIX C
Nicklaus Engineering, Inc. Corrosivity Testing Results
• Civil • Survey • Architecture
• Environmental • Geotechnical
Client: Project No.:
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
pH (ARIZ 236e) ARIZ 236e 8.8 SU
Minimum Resisivity, Box ARIZ 236e 4205 ohm-cm
26 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
Minimum Resisivity, Box ARIZ 236e 2516 ohm-cm
Location: TP-21-2 (10') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 8.6 SU
ARIZ 733 40 ppm
Chloride, CI ARIZ 736 21 ppm
Location: TP-21-2 (5')
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733
Chloride, CI ARIZ 736 pH & Minimum Resisivity Box METHOD
SULFATE & CHLORIDE METHOD RESULT
Sulfate, SO4 ARIZ 733
Location: TP-21-1 (9')
SULFATE & CHLORIDE METHOD
pH (ARIZ 236e) ARIZ 236e
Minimum Resisivity, Box ARIZ 236e pH (ARIZ 236e) ARIZ 236e 8.7 SU
Minimum Resisivity, Box ARIZ 236e
UNITS
Sulfate, SO4 ARIZ 733 14 ppm
Chloride, CI ARIZ 736 ohm-cm
RESULT
UNITS
ppm
8589 ohm-cm
Chloride, CI ARIZ 736 46 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
Sulfate, SO4
RESULT
8.6
UNITS
ppm ppm
UNITS
SU
Location: TP-21-1 (5')
SULFATE & CHLORIDE METHOD
CORROSIVITY TESTING
021-0115Bureau of Reclamation
7301 S. Calle Agua Salada
Yuma, AZ 85364
May 3, 2021
Project: Toprock Marsh
5/27/2021
Date Sampled:
RESULT
Date Reported:
Office: (928) 344-8374
NICKLAUS ENGINEERING, INC.
1851 W. 24 th Street
Yuma, Arizona 85364 Fax: (928) 726-6994
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
pH (ARIZ 236e) ARIZ 236e 9.2 SU
Minimum Resisivity, Box ARIZ 236e 4510 ohm-cm
Chloride, CI ARIZ 736 17 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733 20 ppm
Minimum Resisivity, Box ARIZ 236e 5925 ohm-cm
Location: DH-21-2 (34.0' - 35.5') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 8.4 SU
Sulfate, SO4 ARIZ 733 16 ppm
Chloride, CI ARIZ 736 52 ppm
Location: DH-21-2 (27.2' - 28.7')
SULFATE & CHLORIDE METHOD RESULT UNITS
pH (ARIZ 236e) ARIZ 236e 8.4 SU
Minimum Resisivity, Box ARIZ 236e 6450 ohm-cm
Chloride, CI ARIZ 736 71 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733 21 ppm
Minimum Resisivity, Box ARIZ 236e 3025 ohm-cm
Location: DH-21-2 (14.3' - 15.8') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 9.1 SU
Sulfate, SO4 ARIZ 733 38 ppm
Chloride, CI ARIZ 736 38 ppm
Location: DH-21-1 (29.2' - 30.7')
SULFATE & CHLORIDE METHOD RESULT UNITS
pH (ARIZ 236e) ARIZ 236e 9.4 SU
Minimum Resisivity, Box ARIZ 236e 7525 ohm-cm
Chloride, CI ARIZ 736 48 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733 15 ppm
Minimum Resisivity, Box ARIZ 236e 6650 ohm-cm
Location: DH-21-1 (19.4' - 20.9') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 9 SU
Sulfate, SO4 ARIZ 733 12 ppm
Chloride, CI ARIZ 736 59 ppm
Location: DH-21-1 (10.0' - 11.5')
SULFATE & CHLORIDE METHOD RESULT UNITS
Office: (928) 344-8374
NICKLAUS ENGINEERING, INC.
1851 W. 24 th
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
LEVELS
pH (ARIZ 236e) ARIZ 236e 9.1 SU
Minimum Resisivity, Box ARIZ 236e 4810 ohm-cm
Chloride, CI ARIZ 736 21 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS ppm
Minimum Resisivity, Box ARIZ 236e 5116 ohm-cm
Location: DH-21-3 (28.5' - 30.0') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 9.0 SU
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733 25
Sulfate, SO4 ARIZ 733 20 ppm
Chloride, CI ARIZ 736 11 ppm
Location: DH-21-3 (24.0' - 25.5')
SULFATE & CHLORIDE METHOD RESULT UNITS
pH (ARIZ 236e) ARIZ 236e 8.9 SU
Minimum Resisivity, Box ARIZ 236e 4939 ohm-cm
Chloride, CI ARIZ 736 14 ppm pH & Minimum Resisivity Box METHOD RESULT UNITS
SULFATE & CHLORIDE METHOD RESULT UNITS
Sulfate, SO4 ARIZ 733 11 ppm
Minimum Resisivity, Box ARIZ 236e 4684 ohm-cm
Location: DH-21-3 (18.9' - 20.4') pH & Minimum Resisivity Box METHOD RESULT UNITS pH (ARIZ 236e) ARIZ 236e 9.0 SU
Sulfate, SO4 ARIZ 733 14 ppm
Chloride, CI ARIZ 736 10 ppm
Location: DH-21-3 (9.0' - 10.5')
SULFATE & CHLORIDE METHOD RESULT UNITS
Office: (928) 344-8374
NICKLAUS ENGINEERING, INC.
1851 W. 24 th
APPENDIX D
Photos of Test Pits and SPT Samples
| Acronyms and Abbreviations |
| Signatures |
| Introduction |
| Location |
| Site Geology |
| APPENDIX A |
| Field Methods |
| Boreholes |
| Test Pits |
| Corrosivity Sampling |
| Laboratory Testing |
| Slug Tests |
| Acknowledgements |
| References Cited |
| APPENDIX A |
| Topock Marsh Pumping Station Geotechnical Laboratory Test Results of Test Pits and Boreholes |
| Topock Marsh Pumping Station Test Pit and Borehole Lithologic Logs and Monitoring Well Construction |
| APPENDIX B |
| Water Chemistry Results |
| APPENDIX C |
| Nicklaus Engineering, Inc. Corrosivity Testing Results |
| APPENDIX D |
| Photos of Test Pits and SPT Samples |
| Appendix A.pdf |
| 2021 Topock Marsh TP-21 YAO Lab Results |
| 2021 Topock Marsh Boreholes Test Results |
| Topock_DH-21-1 |
| Topock_DH-21-2 |
| Topock_DH-21-3 |
| Appendix D.pdf |
| DH-21-1_0.0-1.5 |
| DH-21-1_2.5-4.0 |
| DH-21-1_5.0-6.5 |
| DH-21-1_7.5-9.0 |
| DH-21-1_10.0-11.5 |
| DH-21-1_12.5-14.0 |
| DH-21-1_14.3-15.8 |
| DH-21-1_17.2-18.7 |
| DH-21-1_19.4-20.9 |
| DH-21-1_22.5-24.0 |
| DH-21-1_24.5-26.0 |
| DH-21-1_27.3-28.8 |
| DH-21-1_29.2-30.7 |
| DH-21-1_34.3-35.8 |
| DH-21-1_39.5-41.0 |
| DH-21-1_44.0-45.5 |
| DH-21-1_49.0-50.5 |
| DH-21-1_54.5-56.0 |
| DH-21-2_0.0-1.5 |
| DH-21-2_2.5-4.0 |
| DH-21-2_5.0-6.5 |
| DH-21-2_7.5-9.0 |
| DH-21-2_10.0-11.5 |
| DH-21-2_12.5-14.0 |
| DH-21-2_14.3-15.8 |
| DH-21-2_17.2-18.7 |
| DH-21-2_19.2-20.7 |
| DH-21-2_22.0-23.5 |
| DH-21-2_24.3-25.8 |
| DH-21-2_27.2-29.7 |
| DH-21-2_29.2-30.7 |
| DH-21-2_34.0-35.5 |
| DH-21-2_39.2-40.7 |
| DH-21-3_0.0-1.5 |
| DH-21-3_2.5-4.0 |
| DH-21-3_5.0-6.5 |
| DH-21-3_7.5-9.0 |
| DH-21-3_10.0-11.5 |
| DH-21-3_12.5-14.0 |
| DH-21-3_14.6-16.1 |
| DH-21-3_17.7-19.2 |
| DH-21-3_19.0-20.5 |
| DH-21-3_22.2-23.7 |
| DH-21-3_24.5-26.0 |
| DH-21-3_27.1-28.6 |
| DH-21-3_29.3-30.8 |
| DH-21-3_34.5-36.0 |
| DH-21-3_39.2-40.7 |
| DH-21-3_43.6-45.1 |
| DH-21-3_49.6-51.1 |
| DH-21-3_54.3-55.8 |
| DH-21-3_59.6-61.1 |
| TP-21-1_1 |
| TP-21-1_2 |
| TP-21-1_3 |
| TP-21-2_1 |
| TP-21-2_2 |
| IMG_0828 |
| IMG_0829 |
| IMG_0830 |
| IMG_0831 |
| IMG_0832 |
| IMG_0833 |
File details come from the government source that posted it. Updated .