Appendix_A_Drawings.pdf

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DFSP Point Loma, CA Environmental Remediation Services
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SPE600-17-R-0505
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Pt. Loma O&M Appendix A Drawings

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APPENDIX A

Drawings

Includes:

A-1 RRS As Installed Drawings

A-2 Remediation System Drawings

A-1 RRS As Installed Drawings

³

PTL_section1_rev.mxd, Kimberly.Neilson, NAD83 StatePlane California VI FIPS0406 Feet

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET NO.

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

C-107

GEOLOGIC LOGS AND

CROSS-SECTION A - A'

KJN

KJN

05/22/2007 05/22/2007

PTL_section1_rev.mxd

FISC POINT LOMA SAN DIEGO, CALIFORNIA

O&M OF REPLACEMENT RECOVERY SYSTEM

Defense Fuel Support Center Point Loma Fuel Facility Design of Replacement Recovery System

Stratigraphy Legend

Lithology Legend

Blow Count Legend

Stratigraphic Cross-Section Looking East

Lithologic Cross-Section Looking East

Blow Count Cross-Section Looking East

³ &<

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S4S4

S4S4 S4

S4

0 500 1,000 Feet

Water Table

Legend S4 Boring

&< Monitoring Well &É Recovery Well

Cross-Section Line

Approximate Depth of Bottom of Trench and Horizontal Wells

Notes:

Vertical exaggeration = 2.

Water table developed from Oct. 18, 2006 liquid level data with well pumps running.

Blow counts are for the California sampler and not standard Shelby tube or split-spoon blow counts

1:6000

A

A'

A A'

A A'

A A'

PTL_section_2.mxd, Kimberly.Neilson, NAD83 StatePlane California VI FIPS0406 Feet

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

C-108

GEOLOGIC LOGS AND

CROSS-SECTION B - B'

KJN

KJN

05/21/2007 05/21/2007

PTL_section_2.mxd

Defense Fuel Support Center Point Loma Fuel Facility Design of Replacement Recovery System

&É

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S4S4

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S4

Stratigraphic Cross-Section Looking East

Lithologic Cross-Section Looking East

Blow Count Cross-Section Looking East

0 500 1,000 Feet

Stratigraphy Legend

Lithology Legend

Blow Count Legend Water Table

Legend S4 Boring

&< Monitoring Well &É Recovery Well

Cross-Section Line

Approximate Depth of Bottom of Trench and Horizontal Wells

Notes:

Vertical exaggeration = 2.

Water table developed from Oct. 18, 2006 liquid level data with well pumps running.

Blow counts are for the California sampler and not standard Shelby tube or split-spoon blow counts

1:6000

B B'

B B'

B B'

B

B'

FISC POINT LOMA SAN DIEGO, CALIFORNIA

O&M OF REPLACEMENT RECOVERY SYSTEM

PTL_profiles.mxd, Kimberly.Neilson, NAD83 StatePlane California VI FIPS0406 Feet

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET NO.

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

C-109

GEOLOGIC LOGS AND

PROFILE C - C'

KJN

KJN

05/21/2007 05/21/2007

PTL_profiles.mxd

Defense Fuel Support Center Point Loma Fuel Facility Design of Replacement Recovery System

&É

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Lithologic Profile Looking East

Blow Count Profile Looking East

0 500 1,000 Feet

Stratigraphy Legend

Lithology Legend

Blow Count Legend Water Table

Legend &< Monitoring Well &É Recovery Well

Profile Line

Approximate Depth of Bottom of Trench and Horizontal Wells

1:6000

C

C'

C C'

C C'

C C'

Notes:

Vertical exaggeration = 2.

Water table developed from Oct. 18, 2006 liquid level data with well pumps running.

Blow counts are for the California sampler and not standard Shelby tube or split-spoon blow counts

E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E !!!!E

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A

40T

T173

232231

Tank 41

Tank 42 Tank 43

Screen, 4" S.S.

Blank, 4" C.S.

Blank, 6" C.S.

Blank, Drill Pipe

Screen, 4" S.S.Screen, 4" S.S.

450 400 300 250 200 150 100 50

650 600 550 500 350

6,2

,10 0.00

6,2

,10 0.00

6,2

,15 0.00

6,2

,15 0.00

6,2

,20 0.00

6,2

,20 0.00

6,2

,25 0.00

6,2

,25 0.00

6,2

,30 0.00

6,2

,30 0.00

6,2

,35 0.00

6,2

,35 0.00

6,2

,40 0.00

6,2

,40 0.00

6,2

,45 0.00

6,2

,45 0.00

6,2

,50 0.00

6,2

,50 0.00

6,2

,55 0.00

6,2

,55 0.00

6,2

,60 0.00

6,2

,60 0.00

6,2

,65 0.00

6,2

,65 0.00

6,2

,70 0.00

6,2

,70 0.00

1,836,850.00

1,836,850.00

1,836,900.00

1,836,900.00

1,836,950.00

1,836,950.00

1,837,000.00

1,837,000.00

1,837,050.00

1,837,050.00

1,837,100.00

1,837,100.00

1,837,150.00

1,837,150.00

1,837,200.00

1,837,200.00

1,837,250.00

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1,837,300.00

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1,837,350.00

1,837,350.00

1,837,400.00

1,837,400.00

1,837,450.00

1,837,450.00

1,837,500.00

1,837,500.00

1,837,550.00

1,837,550.00

1,837,600.00

1,837,600.00

1,837,650.00

1,837,650.00

1,837,700.00

1,837,700.00

1,837,750.00

1,837,750.00

1,837,800.00

1,837,800.00

1,837,850.00

1,837,850.00

1,837,900.00

1,837,900.00

1,837,950.00

1,837,950.00

1,838,000.00

1,838,000.00

H:\Pt_Loma\GIS_Documents\Project_Maps\, PTL_0066_HW01_Redesign.mxd, Gary.Hecox, NAD83 StatePlane California VI FIPS0406_Feet µ

0 50 100 150 Feet

Legend HW-01 Casing Program Casing Description

3-inch Drill pipe 4-inch Blank, C.S.

4-inch Screen, S.S., 0.012" Slot 4-inch Screen/Blank Alternating, S.S., 0.012" Slot 6-inch Blank, C.S.

Well Station E Index_Station ! Station

Ground Surface (Profile View)

Base Boundary Roads Building Fuel tank

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

90 80 70 60 50 40 30 20 1093

0 16 0 15 0 14 0 13 0 12 0 11 0 10

-100.0

-100.0

0.0

0.0

100.0

100.0

200.0

200.0

300.0

300.0

400.0

400.0

500.0

500.0

600.0

600.0

700.0

700.0

800.0

800.0

900.0

900.0

1000.0

1000.0

-40 .0

-40 .0

-20 .0

-20 .0

0.0 0.0

.0

.0

.0

.0

.0

.0

.0

.0

Plan View

Profile View

1:600

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET NO.

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

HORIZONTAL WELL HW-01

AS-BUILT PLAN AND PROFILE

GRH

GRH

05/14/2007 05/14/2007

Horizontal Distance (ft)

Ele va tio n ( ft)

Well HW-01 As-Built Detail

All units in feet

0 50 100 150 Feet

C-110 A 06/27/07 GRH 100% for Review 0 07/27/07 GRH Final Design

Ground Surface

1 11/12/07 GRH HW-01 Redesign for exit location 2 01/29/08 GRH As-Built Detail

FISC POINT LOMA SAN DIEGO, CALIFORNIA

O&M OF REPLACEMENT RECOVERY SYSTEM

STATION CASING X Y Z GROUND ELEV. DEPTH (ft) STA_TYPE 0 6-inch Blank CS, 0.188 w all 6,257,428 1,837,854 34.0 33.8 -0.2 Index_Station

10 6-inch Blank CS, 0.188 w all 6,257,429 1,837,844 31.4 33.5 2.1 Station 20 6-inch Blank CS, 0.188 w all 6,257,429 1,837,834 28.8 33.1 4.3 Station 30 6-inch Blank CS, 0.188 w all 6,257,429 1,837,824 26.2 32.7 6.5 Station 40 6-inch Blank CS, 0.188 w all 6,257,430 1,837,814 23.6 32.4 8.7 Station 50 6-inch Blank CS, 0.188 w all 6,257,430 1,837,804 21.1 32.1 11.1 Index_Station 60 6-inch Blank CS, 0.188 w all 6,257,431 1,837,794 18.5 32.1 13.6 Station 70 6-inch Blank CS, 0.188 w all 6,257,431 1,837,784 15.9 32.1 16.3 Station 80 6-inch Blank CS, 0.188 w all 6,257,431 1,837,774 13.3 32.2 18.9 Station 90 6-inch Blank CS, 0.188 w all 6,257,432 1,837,764 10.7 31.9 21.2 Station

100 6-inch Blank CS, 0.188 w all 6,257,432 1,837,754 8.1 31.9 23.8 Index_Station 110 6-inch Blank CS, 0.188 w all 6,257,433 1,837,744 5.5 31.9 26.4 Station 120 6-inch Blank CS, 0.188 w all 6,257,433 1,837,734 3.0 31.9 28.9 Station 130 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,433 1,837,724 0.8 31.9 31 Station 140 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,434 1,837,714 -1.0 31.9 32.8 Station 150 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,434 1,837,704 -2.4 31.9 34.4 Index_Station 160 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,435 1,837,694 -3.6 32.2 35.8 Station 170 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,435 1,837,684 -4.4 32.7 37.1 Station 180 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,435 1,837,674 -4.8 32.6 37.5 Station 190 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,436 1,837,664 -5.0 32.0 37 Station 200 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,436 1,837,654 -5.0 31.6 36.6 Index_Station 210 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,437 1,837,644 -5.0 31.3 36.3 Station 220 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,437 1,837,634 -5.0 31.7 36.7 Station 230 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,437 1,837,624 -5.0 32.9 37.9 Station 240 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,438 1,837,614 -5.0 35.0 40 Station 250 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,438 1,837,604 -5.0 36.1 41.1 Index_Station 260 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,439 1,837,594 -5.0 36.1 41.1 Station 270 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,439 1,837,584 -5.0 36.0 41 Station 280 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,439 1,837,574 -5.0 35.7 40.7 Station 290 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,440 1,837,564 -5.0 35.2 40.2 Station 300 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,440 1,837,554 -5.0 34.6 39.6 Index_Station 310 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,441 1,837,544 -5.0 33.9 38.9 Station 320 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,441 1,837,534 -5.0 33.3 38.3 Station 330 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,441 1,837,524 -5.0 33.1 38.1 Station 340 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,442 1,837,514 -5.0 33.1 38.1 Station 350 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,442 1,837,504 -5.0 33.5 38.5 Index_Station 360 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,443 1,837,494 -5.0 33.9 38.9 Station 370 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,443 1,837,484 -5.0 34.1 39.1 Station 380 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,443 1,837,474 -5.0 34.1 39.1 Station 390 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,444 1,837,464 -5.0 34.0 39 Station 400 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,444 1,837,454 -5.0 33.9 38.9 Index_Station 410 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,445 1,837,444 -5.0 33.6 38.6 Station 420 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,445 1,837,434 -5.0 33.3 38.3 Station 430 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,446 1,837,424 -5.0 33.1 38.1 Station 440 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,446 1,837,414 -5.0 33.0 38 Station 450 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,446 1,837,404 -5.0 32.8 37.8 Index_Station 460 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,447 1,837,394 -5.0 37.9 42.9 Station 470 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,447 1,837,384 -5.0 37.8 42.8 Station 480 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,448 1,837,374 -5.0 37.8 42.8 Station 490 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,448 1,837,364 -5.0 37.8 42.8 Station 500 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,448 1,837,354 -5.0 37.8 42.8 Index_Station 510 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,449 1,837,344 -5.0 37.8 42.8 Station 520 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,449 1,837,334 -5.0 37.8 42.8 Station 530 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,450 1,837,324 -5.0 32.7 37.7 Station 540 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,450 1,837,314 -5.0 32.8 37.8 Station 550 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,450 1,837,304 -5.0 32.8 37.8 Index_Station 560 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,451 1,837,294 -5.0 32.9 37.9 Station 570 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,451 1,837,284 -5.0 32.9 37.9 Station 580 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,452 1,837,274 -5.0 37.0 42 Station 590 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,452 1,837,264 -5.0 37.1 42.1 Station 600 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,451 1,837,254 -5.0 32.9 37.9 Index_Station 610 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,451 1,837,244 -5.0 32.8 37.8 Station 620 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,450 1,837,235 -5.0 32.8 37.8 Station 630 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,449 1,837,225 -5.0 32.7 37.7 Station 640 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,447 1,837,215 -5.0 32.5 37.5 Station 650 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,446 1,837,205 -5.0 32.4 37.4 Index_Station 660 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,443 1,837,195 -5.0 32.0 37 Station 670 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,441 1,837,185 -5.0 31.7 36.7 Station 680 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,438 1,837,176 -5.0 31.6 36.6 Station 690 4-inch Blank/Slotted, 304 SS, Sch. 40, 0.012 Slot 6,257,435 1,837,166 -5.0 31.4 36.4 Station 700 4-inch Blank, CS, Sch. 40 6,257,432 1,837,157 -5.0 31.4 36.4 Index_Station 710 4-inch Blank, CS, Sch. 40 6,257,428 1,837,148 -5.0 31.4 36.4 Station 720 4-inch Blank, CS, Sch. 40 6,257,424 1,837,139 -5.0 31.5 36.5 Station 730 4-inch Blank, CS, Sch. 40 6,257,420 1,837,129 -5.0 31.7 36.7 Station 740 4-inch Blank, CS, Sch. 40 6,257,415 1,837,120 -5.0 32.0 37 Station 750 4-inch Blank, CS, Sch. 40 6,257,410 1,837,112 -4.7 32.4 37.1 Index_Station 760 4-inch Blank, CS, Sch. 40 6,257,405 1,837,103 -4.2 32.6 36.7 Station 770 4-inch Blank, CS, Sch. 40 6,257,400 1,837,095 -3.3 32.8 36.1 Station 780 4-inch Blank, CS, Sch. 40 6,257,395 1,837,086 -2.0 32.8 34.9 Station 790 4-inch Blank, CS, Sch. 40 6,257,389 1,837,078 -0.5 33.0 33.5 Station 800 4-inch Blank, CS, Sch. 40 6,257,384 1,837,069 1.5 32.9 31.5 Index_Station 810 4-inch Blank, CS, Sch. 40 6,257,379 1,837,061 3.7 32.9 29.2 Station 820 4-inch Blank, CS, Sch. 40 6,257,373 1,837,052 6.3 32.7 26.4 Station 830 4-inch Blank, CS, Sch. 40 6,257,368 1,837,044 8.9 32.5 23.6 Station 840 4-inch Blank, CS, Sch. 40 6,257,363 1,837,035 11.5 36.0 24.5 Station 850 4-inch Blank, CS, Sch. 40 6,257,358 1,837,027 14.1 36.0 22 Index_Station 860 4-inch Blank, CS, Sch. 40 6,257,352 1,837,018 16.6 36.1 19.4 Station 870 4-inch Blank, CS, Sch. 40 6,257,347 1,837,010 19.2 36.2 16.9 Station 880 3-inch Blank Drill Pipe w /Reamer 6,257,342 1,837,001 21.8 36.4 14.6 Station 890 3-inch Blank Drill Pipe w /Reamer 6,257,337 1,836,993 24.4 36.5 12.1 Station 900 3-inch Blank Drill Pipe w /Reamer 6,257,331 1,836,984 27.0 37.2 10.2 Index_Station 910 3-inch Blank Drill Pipe w /Reamer 6,257,326 1,836,976 29.6 37.4 7.8 Station 920 3-inch Blank Drill Pipe w /Reamer 6,257,321 1,836,967 32.2 37.4 5.2 Station 930 3-inch Blank Drill Pipe w /Reamer 6,257,315 1,836,959 34.8 37.3 2.5 Station

Tank 58Tank 43 Tank 45 Tank 57

58234

30 30

4040 10MW-14

10MW-17

SUMP A

SUMP B

VEX-02

VEX-03

VEX-04

6,2

,05 0.00

6,2

,05 0.00

6,2

,15 0.00

6,2

,15 0.00

6,2

,25 0.00

6,2

,25 0.00

6,2

,35 0.00

6,2

,35 0.00

6,2

,45 0.00

6,2

,45 0.00

6,2

,55 0.00

6,2

,55 0.00

1,837,600.00

1,837,650.00

1,837,700.00

1,837,750.00

1,837,800.00

1,837,850.00

1,837,900.00

1,837,950.00

1,838,000.00

1,838,050.00

1,838,100.00

1,838,150.00

1,838,200.00

1,838,250.00

1,838,300.00

1,838,350.00

1,838,400.00

1,838,450.00

1,838,500.00

1,838,550.00

1,838,600.00

1,838,650.00

1,838,700.00

1,838,750.00

1,838,800.00

PTL_0100_Trench_AsBuilt_SDE.mxd, gary.hecox, NAD83 StatePlane California VI FIPS0406_Feet µ

0 50 100 150 Feet

Legend Trench Casing Casing Type

6" HDPE, Blank 6" HDPE, Slotted, 0.050" slots Trench Sump

Trench Profile Surfaces Surface

Ground Surface Liquid Surface

Remediation System () Recovery Well !( Trench Sump

Trench Horizontal Well Roads Building Fuel tank

Sump BSump A

0.0

0.0

100.0

100.0

200.0

200.0

300.0

300.0

400.0

400.0

500.0

500.0

600.0

600.0

700.0

700.0

800.0

800.0

900.0

900.0

-40 .0

-40 .0-20

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-20 .0

0.0 0.0

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Plan View

Profile View

1:1,200

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET NO.

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

CONTAINMENT TRENCH

AS-BUILT PLAN AND PROFILE

GRH

GRH

09/07/2007 09/07/2007

Horizontal Distance (ft)

Ele va tio n ( ft)

C-111

1 09/07/07 GRH

2 06/29/09 GRH As-Built, added profile data

Ground Surface Water Table

Revised trench alignment

1 inch = 100 feet

3 02/14/12 GRH Updated drawing number

PTL_2004_design_sections.mxd, Kimberly.Neilson, NAD83 StatePlane California VI FIPS0406 Feet

DESIGNED BY

SCALE:

REV DATE CHK'DBY APR'VD DESCRIPTION/ISSUE

REVISION NO.

DRAWN BY

DRAWING NO. SHEET

CHECKED BY

APPROVED BY

Infrastructure, Inc.

Shaw Environmental &

C-119

HW-01 GEOLOGIC CROSS-SECTIONS

KJN

KJN

07/18/2007 07/18/2007

PTL_2004_design_sections.mxd

Defense Fuel Support Center Point Loma Fuel Facility Design of Replacement Recovery System

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&É

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&É &É

&É

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S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

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S4

S4

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S4

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S4

S4

S4

S4

S4

S4

S4

S4

S4

S4S4

S4S4 S4

S4

Stratigraphic Cross-Section Looking West

Lithologic Cross-Section Looking West

Blow Count Cross-Section Looking West

0 500 1,000 Feet

Stratigraphy Legend

Lithology Legend

Blow Count Legend

Water Table

Legend S4 Boring

&< Monitoring Well &É Recovery Well

Cross-Section Line

Notes:

No vertical exaggeration.

Water table developed from Oct. 18, 2006 liquid level data with well pumps running.

Blow counts are for the California sampler and not standard Shelby tube or split-spoon blow counts

1:6000

C

C'

Trench

Trench

C C'

C C'

C C' Well Screen Elevation

A-2 Remediation System Drawings walid.farrukh Polygon

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E

E

Warhead

Warhead Ro se nc ran s

Du rha m

Hin es

Kemp

Troutman

Sp ark s

HW

-01

Tre nc h

HW

-05

HW

-04

HW

-03

HW

-02

262728

134135 136 137

142 143

144145

Legend E Well Station Point

Horizontal Well Survey Point Well Construction Detail

Blank Screen NAPL Area

NAPL Remediation Area NAPL Type

Diesel and Jet Fuel Low-Flash Product

Remediation Systems ) Existing Recovery Well

Trench Horizontal Well HW-01

Infrastructure Roads and buildings Wall Fuel Tank P-401Tank Stone Wall

0 200 400100 Feet

1 inch equals 200 feet

145295 C-100

DCN_PL3-005_145295 C-100.mxd, Kim.Neilson, 9/4/2015 NAD83 StPl California VI FIPS0406_Feet

AS-BUILT

NAPL REMEDIATION SYSTEM

HORIZONTAL WELL ALIGNMENTS

Defense Logistics AgencyCLIENT:

DFSP Point Loma

San Diego, CALOCATION:

Legend Profiles Type

Ground Surface Top of Liquid Surface Bottom of NAPL

Well Profile As-Built

CASING

Blank Screen

0 200 400100

Feet

HORIZONTAL SCALE = VERTICAL SCALE

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250

Well Station ID (ft)

Ele va tio n ( ft M

SL

S N

Well HW-05

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250 1,300 1,350 1,400 1,450 1,500 1,550 1,600 1,650 1,700 1,750

Well Station ID (ft)

Ele va tio n ( ft M

SL

S N

Well HW-04

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250 1,300 1,350 1,400 1,450 1,500 1,550 1,600 1,650 1,700 1,750 1,800

Well Station ID (ft)

Ele va tio n ( ft M

SL

S N

Well HW-03

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250 1,300 1,350 1,400 1,450 1,500 1,550 1,600 1,650 1,700 1,750

Well Station ID (ft)

Ele va tio n ( ft M

SL

S N

Well HW-02

145295 C-101

DCN_PL3-005_145295 C-101.mxd, gary.hecox, 9/4/2015 NAD83 StPl California VI FIPS0406_Feet

AS-BUILT

NAPL REMEDIATION SYSTEM

HORIZONTAL WELL PROFILES

Defense Logistics AgencyCLIENT:

DFSP Point Loma

San Diego, CALOCATION:

145295 C-110

HORIZONTAL BORE PATH

AND PROFILE

DEFENSE LOGISTICS AGENCY (DLA) ENERGY

H:\DLA_Pt_Loma\GIS_Documents\Project_Maps\DCN_PL3-005\DCN_PL3-005_145295 C-110.mxd 09/04/15 MBarbour

DFSP POINT LOMA

SAN DIEGO, CA

76747367

454341

1918171513

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

6,2

,85 0.00

6,2

,85 0.00

6,2

,95 0.00

6,2

,95 0.00

6,2

,05 0.00

6,2

,05 0.00

6,2

,15 0.00

6,2

,15 0.00

6,2

,25 0.00

6,2

,25 0.00

6,2

,35 0.00

6,2

,35 0.00

1,836,400.00

1,836,400.00

1,836,500.00

1,836,500.00

1,836,600.00

1,836,600.00

1,836,700.00

1,836,700.00

1,836,800.00

1,836,800.00

1,836,900.00

1,836,900.00

1,837,000.00

1,837,000.00

1,837,100.00

1,837,100.00

1,837,200.00

1,837,200.00

1,837,300.00

1,837,300.00

1,837,400.00

1,837,400.00

1,837,500.00

1,837,500.00

1,837,600.00

1,837,600.00

Legend !( Well Stations

Horizontal Bore Path

0 50 100 150 200 25025

Feet

TABLE OF DETECTED & SURVEYED POINTS

ALONG BORE PATH

Station X Y Z 0 6257059.928 1836449.819 34.125 13 6257054.959 1836639.032 13.902 15 6257052.280 1836667.494 16.227 17 6257053.342 1836695.960 15.82 18 6257054.764 1836713.831 14.598 19 6257056.823 1836727.667 13.854 22 6257065.089 1836771.036 16.289 23 6257067.577 1836785.303 12.979 27 6257080.026 1836841.331 16.5697 30 6257091.162 1836884.071 14.3634 32 6257098.518 1836914.572 14.71 33 6257101.710 1836927.205 15.805 35 6257107.535 1836952.708 16.174 36 6257115.011 1836986.839 16.526 38 6257118.281 1836999.392 18.016 41 6257134.239 1837055.695 18.409 43 6257138.404 1837068.457 18.825 45 6257143.381 1837083.013 18.396 47 6257151.105 1837110.997 17.574 57 6257179.728 1837260.168 25.498 67 6257189.151 1837415.949 31.347 73 6257186.372 1837503.951 39.389 74 6257185.758 1837519.140 40.994 76 6257182.612 1837551.735 43.273

Appendix A - Drawings
A-1: RRS as Installed Drawings
Civil Drawings
Electrical Drawings
Mechanical Drawings
Structural Drawings
A-2: Remediation System Drawings
Drawing List Title Sheet
General Layout Drawings
Civil Drawings
Electrical Drawings
Mechanical Drawings
Piping and Instrumentation Diagrams

File details come from the government source that posted it. Updated .