Specification_01_99_90_Attachments.pdf

W911XK-13-C-0001 AS-AWARDED DOCUMENT

W911XK-13-C-0001 AS-AWARDED DOCUMENT

H7ECGCMT

Line

H7ECGCMT

Line

H7ECGCMT

Typewritten Text Approx. area of FY18 bollards repairs

FIGURE 2

FIGURE 3

FIGURE 4

C-08-81

C-08-76 C-08-75

EA-5-08

EA-4-08

EA-3-08

EA-2-08

EA-1-08

WA-9-08

WA-8-08

WA-7-08

WA-6-08

WA-5-08

WA-4-08

WA-3-08 WA-2-08

WA-1-08

CD-08-80

CD-08-79

CD-08-74

WA-17-08

WA-16-08

WA-15-08 WA-14-08

WA-13-08

WA-12-08

WA-11-08

WA-10-08

Drawn:

Approved:

Scale:

PROJECT

NUMBER

FIGURE

NUMBER

847.279.2500 www.sts.aecom.com Copyright ©2008 By: STS

SJE 9/9/2008

ARB 9/9/2008

AS SHOWN

200802152

0 250 500

Feet

SITE LOCATION

PR

O

JE

C

T

LO

C

AT

IO

N

A N

D O

V E

R A

LL

B

O R

IN

G

L O

C

AT

IO

N

D

IA

G R

A M

SO

O

R E

P

LA

C E

M

EN

T

LO

C K

FY

G E

O

TE

C H

N

IC

A L

IN

V

ES

TI

G

AT

IO

N

ST

. M

A R

Y ’S

R

IV

E R

C O

M P

LE

X

SA

U

LT

S

TE

. M

A R

IE

, M

IC

H

IG

A

N

FIELD PERMEABILITY TESTING RESULTS

PACKER TEST - DATA REDUCTION

Soo Replacement Lock FY08 Geotechnical Investigation STS Project No. 200802152

Calculated By: John Link Reviewed By: Dan McHale

WA-10-08 - PACKER TEST RESULTS

BORING RADIUS, R: 0.229 (ft.)

TEST ZONE LENGTH, L: 5.9 ft GAGE HEIGHT (Hg): Varies (see below) I.D. OF WATER PIPE: 2 inches

TEST TIME

INTERVAL

DEPTH TO

GROUNDWATER

(feet below ground surface)

STATIC HEAD

ON INTERVAL

(Midpt - Hw)

APPLIED

GAGE

PRESSURE

EFFECTIVE

HEAD

(Hw+Hg+Hgpa- Hf)

Test T L2 L1 Midpt. Hw Hwc Hgpa Per 100 ft Total Hf H V V Q Q k Number (min.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft) (psi) (ft.) (ft) (ft) (ft) Start Finish (ft3) (gal) (ft3/y) (gpm) (ft/y) (cm/sec) (lugeons)

1 5 6.4 33 38.9 35.95 5.9 30.1 23 53.1 neg. 0.00 65.4 3247.5 3295.4 6.40 47.90 673617.7 9.58 902.3 8.72E-04 90.23

2 5 6.3 28 33.9 30.95 5.6 25.4 20 46.2 neg. 0.00 58.1 3306.5 3356.8 6.72 50.30 707368.9 10.06 1067.1 1.03E-03 106.71

3 5 11.1 23 28.9 25.95 5.6 20.4 17 39.3 neg. 0.00 56.0 3370.2 3431.9 8.25 61.70 867687.1 12.34 1358.7 1.31E-03 135.87

4 5 6 18 23.9 20.95 5.6 15.4 14 32.3 neg. 0.00 43.9 3455.0 3501.5 6.22 46.50 653929.5 9.30 1304.33 1.26E-03 130.43

5 5 11 13 18.9 15.95 5.6 10.4 11 25.4 neg. 0.00 42.0 3520.5 3589.3 9.20 68.80 967534.4 13.76 2018.50 1.95E-03 201.85

6 5 5.7 8 13.9 10.95 5.6 5.4 9 20.8 neg. 0.00 32.1 3601.4 3665.2 8.53 63.80 897219.4 12.76 2450.44 2.37E-03 245.04

7 5 11 3 8.9 5.95 5.6 0.4 6 13.9 neg. 0.00 30.5 3673.4 3702.1 3.84 28.70 403608.1 5.74 1161.30 1.12E-03 116.13

COMMENTSDATE

FRICTION LOSS

(from head-loss curve)

TEST DEPTH INTERVAL

(from grd. surface)

HYDRAULIC CONDUCTIVITY

(k = Q/2 LH * ln L/R) where L 10R

VOLUME OF

TEST FLOW

MEASURED FLOW

RATE

(V/ T)

Flow Meter Reading

Gauge Height

4" X 5.5" Diamond (5.5"/2) = 2.75"

10-Jul-08

C:\Documents and Settings\shirkey\My Documents\200802152\Borehole Folios\WA-10-08\WA-10-08_Packer Test Calculations-revised PAGE 1 OF 1 WA-10-08

Fill material - not sampled Land boring.

Location:

N638163.19 E26911268.26

Top of well casing elevation = 606.39 feet

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

BOX OR

SAMPLE

NO.

LEGEND

% CORE

RECOV-

ERY

CLASSIFICATION OF MATERIALS

(Description)ELEVATION DEPTH a fc eb gd

4" x 5.5" Diamond Rock Core

Great Lakes & Ohio River

INSTALLATION SHEET

Randy Treml

10. SIZE AND TYPE OF BIT

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE

DIVISION

2. LOCATION (Coordinates or Station)

10.5 35.2 45.7

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

17. ELEVATION TOP OF HOLE

1. PROJECT

IGLD 85

+606.8

STS Exploration UNDISTURBED13. TOTAL NO. OF

OVERBURDEN SAMPLES

TAKEN

18. TOTAL CORE RECOVERY FOR BORING

Dietrich D-120

VERTICAL INCLINED

Soo Locks Replacement - FY08 Geo Inv

6/16/2008

601.015. ELEVATION GROUND WATER

SHEETS

STARTED COMPLETED

Hole No. WA-6-08

Detroit District

6/15/2008---

12. MANUFACTURER'S DESIGNATION OF DRILL

OF

WA-6-08 8

DRILLING LOG 4

3. DRILLING AGENCY

5. NAME OF DRILLER

6. DIRECTION OF HOLE

%98.3

DEG. FROM VERT.

4. HOLE NO. (As shown on drawing title and file number)

19. SIGNATURE OF INSPECTOR

Sault Ste Marie, MI N 638,163.2 E 26,911,268.3

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

DISTURBED

Hole No. WA-6-08

10 PROJECT HOLE NO.

Soo Locks Replacement - FY08 Geo InvWA-6-08PREVIOUS EDITIONS ARE OBSOLETE.1836MAR 71

ENG FORM

Pinkish-red to dark red sandstone, very hard, finely laminated with cross-bedding and 1/8" white reduction spots.

12.4' - 1/2" Gray to greenish-gray silty/clayey sandstone layer, soft, finely laminated 12.4' to 12.9' - Dark red silty/clayey sandstone, soft, finely laminated, cross-bedded with 1/16 to 1/4" white reduction spots.

13.2' - 3/4" Green to grayish-green silty sandstone layer, mod. hard, disturbed.

Pinkish-red to red sandstone, with light gray, bluish-gray, and tan reduction inclusions, very hard, remnant fine laminations visible in some areas.

Red to dark red sandstone, with light gray to grayish- tan reduction spots and layers, mod.

hard.

Scattered reduction spots are very hard.

Cross-bedding and 1/16 to 1/4" white reduction spots present where noted.

14.5' to 14.8' - Cross-bedding.

14.8' to 15.2' - Near vertical hairline fracture, tight, with reduction spots 1/4" on both sides.

15.8' to 16.0' - Cross-bedding.

16.0' to 16.1' - 1/16" to 1/4" white light gray reduction spots.

16.5' to 16.6' - Light gray reduction spots with tan centers.

17.4' - Light gray reduced zone, very hard.

Red to dark red sandstone, mod. hard, with scattered 1/16 to 1/4" white reduction spots and light gray to tan reduction spots and layers.

18.2' and 18.65' - Greenish-gray sandstone layers, mod. hard.

Transition to pinkish-red sandstone layers, mod. hard.

Pinkish-red to red sandstone with pervasive light gray to tan reduction spots and layers, very hard, finely laminated.

Dark red sandstone, soft, finely laminated, core shattered - likely clay seam (washed out) from 21.6' to 21.95'.

Pinkish-red to red sandstone, with pervasive light gray to tan reduction spots and layers, very hard from 21.95' to 23.5', mod. hard from

23.5 to 24.4'. Remnant cross-bedding visible in places.

10.5 14.4

14.4 19.4

19.4 24.4

+596.3

+595.6

+593.5

+592.4

+589.3

+587.2

+586.8

+585.4

+584.9

94.9

RQD: 42.8/46.8 = 91.4%

RQD: 60/60 = 100%

RQD: 56/60 = 93.3%

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

BOX OR

SAMPLE

NO.

LEGEND

% CORE

RECOV-

ERY

CLASSIFICATION OF MATERIALS

(Description)ELEVATION DEPTH a fc eb gd

4 SHEETS

PROJECT 2INSTALLATION

Detroit District

DRILLING LOG (Cont Sheet) ELEVATION TOP OF HOLE

606.8 Hole No. WA-6-08

Soo Locks Replacement - FY08 Geo Inv

SHEET

OF

Hole No. WA-6-08

PROJECT HOLE NO.

Soo Locks Replacement - FY08 Geo InvWA-6-081836-AJUN 67

22.2' to 23.8' - Near vertical hairline fractures, slightly open to tight.

Red to dark red sandstone, with clay layer and silty/clayey sandstone as noted. Mod. hard to soft (clay and silty sandstone).

Cross-bedding as noted.

Scattered 1/16 to 1/4" white reduction spots.

Scattered light gray to tan reduction spots and layers.

24.9' to 25.2' - Dark red silty/clayey sandstone, soft, core shattered from 25.1' to 25.2'.

25.85' to 26.2' - Disturbed/cross-bedded layers.

26.2' - Bedding ~20 deg - cross-bedded.

Dark red silty/clayey sandstone, soft, with scattered 1/8 to 1/4" white reduction spots.

27.15' - 1/2" Green sandstone layer, mod hard.

27.5' to 27.6' - Red sandstone, with pervasive reduced spots - very hard.

Red sandstone, mod. hard.

Variable - Red sandstone, with pervasive light gray to tan reduction spots and layers.

Sandstone is mod. hard, reduced spots/layers are very hard.

Red sandstone, mod. hard with 1/16 to 1/2" white reduction spots, finely laminated.

29.25' - 1/2" Greenish-gray sandstone layer, mod. hard

Light gray to tan reduced layer, mod. hard to very hard.

Dark red sandstone, mod. hard, finely laminated.

Pinkish-red to red sandstone, with light gray to tan reduction spots and layers, mod. hard to very hard.

Red sandstone, mod. hard, cross-bedded.

Light gray to tan reduced layer, mod. hard to very hard.

Red to dark red sandstone, mod. hard, with scattered 1/8 to 1/2" white reduction spots, finely laminated.

Light gray to tan reduced layer, mod. hard to very hard.

Red to dark red sandstone, mod. hard (except as noted), with scattered 1/16 to 1/4" white reduction spots, finely laminated.

32.4' to 32.5' - Dark red silty sandstone, soft, core shattered by drilling.

32.9' - Possible remnant clay seam.

Pinkish-red to red sandstone, with pervasive light gray to tan reduced spots and layers, very hard.

33.3' to 35.1' - Near vertical fracture along

24.4 29.2

29.2 34.0

34.0 39.0

+582.4

+580.0

+579.6

+579.0

+577.8

+576.3 +576.2 +576.0

+575.4 +575.2 +575.1

+574.7 +574.5

+573.8

+571.8

93.4

RQD: 51.35/57.6 = 89.1%

RQD: 56.5/57.6 = 98%

RQD: 54.5/60 = 90.8% *w/fracture

*If partially fractured rock is removed from equation, RQD: 41.5/60 = 69.2%

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

BOX OR

SAMPLE

NO.

LEGEND

% CORE

RECOV-

ERY

CLASSIFICATION OF MATERIALS

(Description)ELEVATION DEPTH a fc eb gd

4 SHEETS

PROJECT 3INSTALLATION

Detroit District

DRILLING LOG (Cont Sheet) ELEVATION TOP OF HOLE

606.8 Hole No. WA-6-08

Soo Locks Replacement - FY08 Geo Inv

SHEET

OF

Hole No. WA-6-08

PROJECT HOLE NO.

side of core.

Red to dark red sandstone, mod. hard, with scattered 1/16 to 1/4" white reduction spots.

35.1' - Bedding 0 deg 35.45', 35.5', and 36.65' - 1/4" green sandstone layers, mod. hard.

Pinkish-red to red sandstone, mod. hard to very hard, with light gray to tan reduction spots. Reduction halo on either side of fracture.

36.2' to 36.7' - Nearly vertical hairline fracture

- slightly open.

Dark red to red sandstone, mod. hard to soft (where noted). Light gray to light green reduction spots from 38.2' to 38.5'. Pervasive 1/16 to 1/4" white reduction spots from 38.5' to 43.15'.

38.7' to 38.9' - Dark red silty sandstone, soft.

40.5' to 40.75' - 1/2" Greenish-gray sandstone layers, mod. hard, finely laminated.

Pinkish-red to red sandstone, very hard, with pervasive reduction spots and layers.

43.4' to 43.8' - Distrubed with cross-bedding and rip-up clasts.

Red to dark red sandstone, mod. hard, finely laminated with cross-bedding, some disturbed layers with rip-up clasts.

44.75' to 44.95' - Dark red silty/clayey sandstone, soft, with 1/4" greenish layer at 44.9'.

45.1' to 45.5' - Increase in reduction spots.

Greenish-gray sandstone, very hard, finely laminated.

End of boring. Borehole packer tested.

Following packer testing, installed 2.0-inch ID PVC monitoring well at 40.0 feet in accordance with verbal instruction from technical manager.

Bottom of borng elevation = 561.1 feet

39.0 45.7

+570.6

+569.7

+563.7

+563.1

+561.4

+561.1

98.5 RQD: 73.65/80.4 = 91.6%

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

BOX OR

SAMPLE

NO.

LEGEND

% CORE

RECOV-

ERY

CLASSIFICATION OF MATERIALS

(Description)ELEVATION DEPTH a fc eb gd

4 SHEETS

PROJECT 4INSTALLATION

Detroit District

DRILLING LOG (Cont Sheet) ELEVATION TOP OF HOLE

606.8 Hole No. WA-6-08

Soo Locks Replacement - FY08 Geo Inv

SHEET

OF

Hole No. WA-6-08

PROJECT HOLE NO.

Soo Replacement Lock FY08 Geotechnical Investigation STS Project No. 200802152

Calculated By: John Link Reviewed By: Dan McHale

WA-6-08 - PACKER TEST RESULTS

BORING RADIUS, R: 0.229 (ft.)

TEST ZONE LENGTH, L: 5.9 ft GAGE HEIGHT (Hg): Varies (see below) I.D. OF WATER PIPE: 2 inches

TEST TIME

INTERVAL

DEPTH TO

GROUNDWATER

(feet below ground surface)

STATIC HEAD

ON INTERVAL

(Midpt - Hw)

EFFECTIVE

HEAD

(Hw+Hg+Hgpa- Hf)

Test T L2 L1 Midpt. Hw Hwc Hgpa Per 100 ft Total Hf H V V Q Q k Number (min.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft) (psi) (ft.) (ft) (ft) (ft) Start Finish (ft3) (gal) (ft3/y) (gpm) (ft/y) (cm/sec) (lugeons)

1 5 3.2 36.3 42.2 39.25 6.0 33.3 25 57.8 neg. 0.00 67.0 2763.0 2807.0 5.88 44.00 618772.0 8.80 810.0 7.82E-04 81.00

2 5 8.1 31.3 37.2 34.25 6.0 28.3 22 50.8 neg. 0.00 64.9 2814.9 2859.9 6.02 45.00 632835.0 9.00 854.3 8.25E-04 85.43 Fractured rock

3 5 8 26.3 32.2 29.25 5.7 23.6 19 43.9 neg. 0.00 57.6 2884.7 2977.7 12.43 93.00 1307859.0 18.60 1990.4 1.92E-03 199.04 Fractured rock

4 5 13 21.3 27.2 24.25 5.7 18.6 16 37.0 neg. 0.00 55.7 3017.0 3102.4 11.42 85.40 1200980.2 17.08 1891.07 1.83E-03 189.11 Fractured rock

5 5 8 16.3 22.2 19.25 5.7 13.6 14 32.3 neg. 0.00 46.0 3111.1 3128.1 2.27 17.00 239071.0 3.40 455.10 4.40E-04 45.51

6 5 12.9 11.3 17.2 14.25 5.8 8.5 11 25.4 neg. 0.00 44.1 3130.0 3169.0 5.21 39.00 548457.0 7.80 1089.74 1.05E-03 108.97

7 5 7.9 6.3 12.2 9.25 5.8 3.5 8 18.5 neg. 0.00 32.2 3168.3 3220.5 6.98 52.20 734088.6 10.44 1999.30 1.93E-03 199.93

APPLIED

GAGE

PRESSURE

4" X 5.5" Diamond (5.5"/2) = 2.75"

16-Jun-08

COMMENTSDATE

FRICTION LOSS

(from head-loss curve)

TEST DEPTH

INTERVAL

(from grd. surface)

HYDRAULIC CONDUCTIVITY

(k = Q/2 LH * ln L/R) where L 10R

VOLUME OF

TEST FLOW

MEASURED FLOW

RATE

(V/ T)

Flow Meter Reading

Gauge Height

C:\Documents and Settings\shirkey\My Documents\200802152\Borehole Folios\WA-6-08\WA-6-08_Packer Test Calculations-revised PAGE 1 OF 1 WA-6-08

Soo Replacement Lock FY08 Geotechnical Investigation STS Project No. 200802152

Calculated By: John Link Reviewed By: Dan McHale

WA-2-08 - PACKER TEST RESULTS

BORING RADIUS, R: 4" X 5.5" Diamond (5.5"/2) = 2.75" 0.229 (ft.)

TEST ZONE LENGTH, L: 5.9 ft GAGE HEIGHT (Hg): Varies (see below) I.D. OF WATER PIPE: 2 inches

TEST TIME

INTERVAL

DEPTH TO

GROUNDWATER

(feet below ground surface)

STATIC HEAD

ON INTERVAL

(Midpt - Hw)

EFFECTIVE

HEAD

(Hw+Hg+Hgpa- Hf)

Test T L2 L1 Midpt. Hw Hwc Hgpa Per 100 ft Total Hf H V V Q Q k Number (min.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft) (psi) (ft.) (ft) (ft) (ft) Start Finish (ft3) (gal) (ft3/y) (gpm) (ft/y) (cm/sec) (lugeons)

1 5 2.2 39.3 45.2 42.25 5.8 36.5 27 62.4 neg. 0.00 70.4 2356.4 2360.1 0.49 3.70 52033.1 0.74 64.8 6.26E-05 6.48

2 5 7.2 34.3 40.2 37.25 5.8 31.5 24 55.4 neg. 0.00 68.4 2363.0 2372.4 1.26 9.40 132192.2 1.88 169.3 1.64E-04 16.93

3 5 5.3 29.3 35.2 32.25 5.8 26.5 21 48.5 neg. 0.00 59.6 2466.7 2535.0 9.13 68.30 960502.9 13.66 1412.2 1.36E-03 141.22

4 5 10 24.3 30.2 27.25 5.8 21.5 18 41.6 neg. 0.00 57.4 2549.3 2629.0 10.66 79.70 1120821.1 15.94 1711.95 1.65E-03 171.20

5 5 5 19.3 25.2 22.25 5.8 16.5 15 34.7 neg. 0.00 45.5 2640.6 2667.0 3.53 26.40 371263.2 5.28 715.92 6.91E-04 71.59

6 5 10 14.3 20.2 17.25 5.8 11.5 12 27.7 neg. 0.00 43.5 2672.7 2741.1 9.14 68.40 961909.2 13.68 1937.14 1.87E-03 193.71

COMMENTSDATE

FRICTION LOSS

(from head-loss curve)

TEST DEPTH

INTERVAL

(from grd. surface)

HYDRAULIC CONDUCTIVITY

(k = Q/2 LH * ln L/R) where L 10R

VOLUME OF

TEST FLOW

MEASURED FLOW

RATE

(V/ T)

Flow Meter Reading

APPLIED

GAGE

PRESSURE

Gauge Height

15-Jun-08

K:\PROJECTS\200802152\Borehole Folios\WA-2-08\WA-2-08_Packer Test Calculations PAGE 1 OF 1 WA-2-08