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Pacific Southwest, Region 9: Superfund

Serving Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations

Newmark Groundwater Contamination

Superfund Site

Technical Document

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Date Title / pdf File
11/01/05 MUSCOY OU: Construction Inspection Report for Pipeline Phase I, Phase II and Undercrossing
MUSCOY OPERABLE UNIT CONSTRUCTION INSPECTION REPORTS FOR REMEDIAL ACTION,
PIPELINE PHASE I
FILES
Titile Page
Phase I.pdf
Table of Contents
Table of Contents.pdf
Section 1.0 - 2.0:

1.0 Introduction
2.0 Construction Summary
text.pdf
Appendix A: Compaction Test Results
Appendix A.pdf
Appendix B: Summaries of URSG Inspector's Daily Reports
Appendix B.pdf
Appendix C: Construction Photos

Tree Removed
Gas Line Repair
Shoring
Temporary Pavement Patch

Waste Line Offset
Well Valving
Blow off Installation
Compaction

USA Locations
Pipe Delivery
Pipe stockpiled in yard
Installing retainer bead

Excavation and Compaction
Traffic Control

W. Virginia Pavement Patch
Medical Center Curb and Gutter Repair
Air Release and Blow off Vault
Appendix C.pdf
Appendix D: Record Drawings

Plan & Profile, W. Virginia St.
Appendix D.pdf
MUSCOY OPERABLE UNIT CONSTRUCTION INSPECTION REPORTS FOR REMEDIAL ACTION,
PIPELINE PHASE II
FILES
Title Page
Phase II.pdf
Table of Contents
Table of Contents.pdf
Section 1.0 - 2.0:

1.0 Introduction
2.0 Construction Summary
text.pdf
Appendix A: Weekly Construction Progress Report

A1 2002
A2 2003
A1.pdf A2.pdf
Appendix B: Inspector's Daily Reports

B1 August 2002
B2 September 2002
B3 October 2002
B4 November 2002
B5 December 2002
B6 January 2003
B7 February 2003
B8 March 2003
B9 April 2003
B10 May 2003
B1.pdf B2.pdf
B3.pdf B4.pdf B5.pdf
B6.pdf B7.pdf
B8.pdf B9.pdf B10.pdf
Appendix C: Soil and Compaction Testing Results
C1.pdf C2.pdf C3.pdf C4.pdf
Appendix D: Bacteria Testing Reports
Appendix D.pdf
Appendix E: Noise Monitoring Results
Appendix E.pdf
Appendix F: Construction Photos

29-Aug-02 (Photo No. 34): Installing the first 24 inch 45 deg. bend to move the DIP to the North side of the street location on W. 14th Street.
29-Aug-02 (Photo No. 38): Completed the second set of 45 deg. bends on pipelines on the North side of W. 14th Street.
29-Aug-02 (Photo No. 39): Pipe trench backfill and compaction operation starting on the North side of W. 14th Street.
3-Sep-02 (Photo No. 45): Trench excavation and DIP, PVC pipeline installation located on W. 14th Street.

4-Sep-02 (Photo No. 48): Starting to install 45 deg. bends on North side of street located on W. 14th Street.
5-Sep-02 (Photo No. 50): Continuing to install both 12 inch PVC and 25 inch DIP lines crossing to the south side of W. 14th Street before Garner Avenue.
5-Sep-02 (Photo No. 51): Installing both 12 inch and 24 inch 45 deg. bends in pipe trench located on the south side of W. 14th Street.
5-Sep-02 (Photo No. 55): Installed M.K. 30 x 24 inch DIP reductor in pipe trench with the 12 inch PVC pipeline excavated and placed below the flow line of the 24 inch DIP.

12-Sep-02 (Photo No. 68): Fitting the 30 inch DIP water line under the existing telephone and Edison conduit bank located in Mt. Vernon Avenue.
12-Sep-02 (Photo No. 70): Bolting up the M.J. on the 30 inch DIP under the existing telephone and Edison concrete incased conduit bank located in Mt. Vernon Avenue.
13-Sep-02 (Photo No. 73): Pipeline construction installing the 12 inch tie-in to the 16 inch DIP well conection assembly located at the intersection of N. Garner Avenue and W. 14th Street.
13-Sep-02 (Photo No. 75): Installed 30 inch 11.25 deg. M.J. bend and installing 30 x 6 inch tee with 30 inch butterfly valve located at SW corner of Mt. Vernon Avenue and W. 14th Avenue.

17-Sep-02 (Photo No. 86): Installing both 30 inch DIP and 12 inch PVC pipe in the bottom of excavated trench on W. 14th Street.
20-Sep-02 (Photo No. 101): Installing 30 inch M.J. 90 deg. bend at the corner of W. 14th Street and N. Blackstone Avenue.
23-Sep-02 (Photo No. 106): Installing both 30 inch DIP and 12 inch PVC pipeline on W. Virginia Street.
30-Sep-02 (Photo No. 108): Installing new sewer laterals in pipe trench before trench backfilling operations located W. Virginia Street.

3-Oct-02 (Photo No. 110): Installing 12 inch DIP storm drain connection at the SW corner of Mt. Vernon Avenue and W. 14th Street.
4-Oct-02 (Photo No. 115): Air vac relocation installed 30 inch saddle and air vac piping assembly located on SE corner of Mt. Vernon Avenue and W. 14th Street.
17-Oct-02 (Photo No. 123): Placement of asphalt base coarse in trench line located on W. 14th Street.
6-Nov-02 (Photo No. 127): Working on the 30 inch DIP tie-in located on W. Virgina Street in front of EW. No. 112.

13-Nov-02 (Photo No. 132): 30 inch DIP construction continued to use box shoring at angle point located on N. Pennsylvania Avenue.
14-Nov-02 (Photo No. 137): Installing 30 inch 22.5 deg. bend located at the intersection of 15th Street and N. Pennsylvania Avenue.
14-Nov-02 (Photo No. 138): Assembling a 30 inch M.J. 11.25 deg. bend on 30 inch DIP before installing in pipe trench located on N. Pennsylvania Avenue.
14-Nov-02 (Photo No. 139): Installed 30 inch 90 deg. bend, butterfly valve and 6 inch blow off connection in pipe trench located on N. Pennsylvania Avenue.

22-Nov-02 (Photo No. 150): Backfilling operation on DIP trench located at the intersection of 19th Street and N. Pennsylvania Avenue.
6-Dec-02 (Photo No. 164): Assembling 30 x 20 inch tee with valve and fittings for the relocation of the storm drain connection located on N. Pennsylvania Avenue.
10-Dec-02 (Photo No. 169): Installed 30 inch saddle air vac assembly located on W. 16th Street.
11-Dec-02 (Photo No. 170): Dry tapping 30 inch DIP for air vac assembly connection cutting 4 inch tap located at the intersection of North Pennsylvania Avenue and W. 15th Street.

13-Dec-02 (Photo No. 174): Core drilling existing storm drain box structure on the north side located on the east side of N. Pennsylvania Avenue.
18-Dec-02 (Photo No. 182): Placement of asphalt base coarse in trench line located on N. Pennsylvania Avenue.
2-Jan-03 (Photo No. 183): Installing 30 inch DIP tie-in located at the intersection of W. Magnolia Avenue and N. Pennsylvania Avenue.
23-Jan-03 (Photo No. 214): Assembling 16 inch 45 deg. bends for 16 inch DIP line to cross over the sewer main cased in concrete located at the intersection of N. H Street and W. 11th Street.

23-Jan-03 (Photo No. 216): Installed 16 inch DIP and fittings to cross over the existing 8 inch sewer main cased in concrete located at the intersection of N. H Street and W. 11th Street.
5-Feb-03 (Photo No. 245): Core drilled the north side of the storm drain catch basin for 16 inch DIP tie-in located on N. H Street.
17-Mar-03 (Photo No. 276): Placing fill sand in pipe zone and assembling 20 inch DIP to butterfly valve and 20 x 6 inch tee located at the intersection of N. I Street and W. 10th Street.
17-Mar-03 (Photo No. 277): Assembling 20 inch plug on 90 deg. bend located at the corner N. I Street and W. 10th Street.

25-Mar-03 (Photo No. 283): Chlorination operation being performed on the 20 inch DIP section located on N. Perris Street.
8-Apr-03 (Photo No. 292): Installing the assembled 36 x 24 inch tee with butterfly valves for the tie-in located on W. 10th Street.
24-Apr-03 (Photo No. 312): Installed four 20 inch 45 deg. bends and DIP to cross over 8 inch sewer main with 2 inch saddle for air vac assembly located at the center of W. Baseline Street.
5-May-03 (Photo No. 314): Paving operation placing 1 inch x 12 foot overlay over the DIP trench located on N. H Street.
Appendix F.pdf
Appendix G: Final Inspection and Acceptance Form
Appendix G.pdf
Appendix H: Record Drawings

H1
1 Location Maps, General Notes
2 Index, Legend, and Abbreviations
3 Plan and Profile, N. Pennsylvania Ave.
4 Plan and Profile, Pennsylvania Ave. W. 16th
5 Plan and Profile, 16th St. - Pennsylvania Ave.
9 Plan and Profile, W. 14th St.
10 Plan and Profile, W. 14th St.

H2
11 Plan and Profile, W. 14th St.
12 Plan and Profile, W. 14th St.
13 Plan and Profile. N. Perris St.
14 Plan and Profile, N. Perris St. - W. Baseline St. - N. Perris St.
15 Plan and Profile, W. Orange St.
16 Plan and Profile, N. Harris St. - W. 11th St. N. "I" St.
17 Plan and Profile, N. I St. - Freeway Crossing W. 10th St.
18 Plan and Profile, N. H St.
19A Plan and Profile, N. H St. - Line D

H3
19B Plan and Profile, N. H St. - Line D
19C Plan and Profile, N. H St. and W. 13th St. - Line D
20 Plan and Profile, W. 10th St. N. Stoddard Ave.
21 Plan and Profile, N. Garner Ave.
22 Plan and Profile, W. Home St.
23 Plan and Profile, Encanto Park Pump Station
24 Miscellaneous Details
25 Miscellaneous Details
26 Miscellaneous Details
H1.pdf H2.pdf H3.pdf
MUSCOY OPERABLE UNIT CONSTRUCTION INSPECTION REPORTS FOR REMEDIAL ACTION,
UNDERCROSSING
FILES
Title Page
Undercrossing.pdf
Table of Contents
Table of Contents.pdf
Section 1.0 - 2.0:

1.0 Introduction
2.0 Construction Summary
text.pdf
Appendix A: BNSF and CalTrans Access Agreements
Appendix A.pdf
Appendix B: Weekly Construction Progress Reports
Appendix B.pdf
Appendix C: Inspector's Daily Reports

C1 December 2004
C2 January 2005
C3 February 2005
C4 March 2005
C1.pdf C2.pdf C3.pdf C4.pdf
Appendix D: Soil and Compaction Test Reports
Appendix D.pdf
Appendix E: Bacteria Testing Reports
Appendix E.pdf
Appendix F: Settlement Monitoring Results
F1.pdf F2.pdf F3.pdf
F4.pdf F5.pdf F6.pdf
Appendix G: Construction Specifications

G1 Section 01001 - Section 01420
G2 Section 01515 - Section 02222
G3 Section 02510 - Section 02760
G4 Section 02860 - Section 03300
G1.pdf G2.pdf G3.pdf G4.pdf
Appendix H: Geotechnical Report
Appendix H.pdf
Appendix I: Geotechnical Engineering Observation
Appendix I.pdf
Appendix J: Construction Photos

06-Dec-04 (Photo No. 4): Jobsite before jack and bore construction starts on W. 10th Street, center of street. Started survey staking and layout of 20-inch DIP and bore pit.
10-Dec-04 (Photo No. 21): Setting the shoring boxes into location on East half of bore pit and installing lockpins to lock shoring boxes together.
13-Dec-04 (Photo No. 25): Fine grading the gravel on the bottom of the bore pit for working surface for bore equipment.
21-Dec-04 (Photo No. 25): Continuing to set the auger and steel casing in place to connect to the Jack and bore equipment at W. 10th Street bore pit.

21-Dec-04 (Photo No. 37): Cutting heads of both the 36-inch steel casing and the 32-inch auger before the jack and bore operation starts at W. 10th Street.
21-Dec-04 (Photo No. 38): Making the final line up to the bore location with the auger and steel casing before jack and bore operation starts at W. 10th Street.
22-Dec-04 (Photo No. 46): Connecting the auger inside the 36-inch steel casing to the jack and bore rig at W. 10th Street.
23-Dec-04 (Photo No. 48): Welding the two steel casings into one casing at W. 10th Street bore pit.

28-Dec-04 (Photo No. 56): Starting to remove the auger after jacking and boring a joint of 36-inch casing under I-215 at W. 10th Street.
30-Dec-04 (Photo No. 59): Setting survey markers on the BNSF Railroad tracks before the jack and bore operation bores under the Railroad property.
12-Jan-05 (Photo No. 63): Continuing to pump storm water out of the bottom of the bore pit at W. 10th Street.
15-Jan-05 (Photo No. 65): Continuing to clean 36-inch casing, removing saturated soils and water with hand buckets in the W. 10th Street bore pit.

17-Jan-05 (Photo No. 66): Started to pressure grout the outside edge of the 36-inch steel casing starting at the receiving pit working to the W. 10th Street bore pit.
17-Jan-05 (Photo No. 69): Inside casing continuing to pressure grout the outside edge of the 36-inch casing in the W. 10th Street bore pit.
19-Jan-05 (Photo No. 71): Shoring was removed from the bore pit and backfilled and compacted with imported base material at W. 10th Street.
25-Jan-05 (Photo No. 76): Continuing to level and weld the 20-foot joints of 36-inch steel casing in the trench line at W. 10th Street.

31-Jan-05 (Photo No. 81): Continuing to push the 20-inch DIP carrier pipe with jacking equipment in the 36-inch casing in jacking pit at W. 10th Street.
31-Jan-05 (Photo No. 82): 20-inch DIP carrier pipe male end in the 36-inch steel casing in the jacking pit at W. 10th Street.
05-Feb-05 (Photo No. 94): Performed the pressure test and chlorinating of the 20-inch DIP carrier pipe at the receiving pit at N. I Street and W. 10th Street.
06-Apr-05 (Photo No. 102): Jack and bore completed site, bore pit location at W. 10th Street.
Appendix J.pdf
Appendix K: Final Inspection and Acceptance Forms
Appendix K.pdf
Appendix L: Record Drawings

1 Location Maps, General Notes
2 Index, Legend and Abbreviations
17 Plan and Profile, N. I St. - Freeway Crossing, W. 10th St.
24 Miscellaneous Details
25 Miscellaneous Details
27 Pipe Bore and Jack Details
Appendix L.pdf

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