APPENDIX A – ADDITIONAL INFORMATION · appendix a – additional information 1. nk fm drawing...

The City of Winnipeg Appendix ARFP No. 130-2013Template Version: SrC120120228- C RFP

APPENDIX A – ADDITIONAL INFORMATION

1. NK FM DRAWING D1251

2. NK FEEDERMAIN RIVER BED PROFILE NOVEMBER 2012

3. TEST HOLE LOCATIONS

4. NK FM TEST HOLE LOGS

IF POWER EQUIPMENT OR EXPLOSIVESARE TO BE USED FOR EXCAVATION ON

THIS PROJECT THE CONTRACTOR MUST:

1) NOTIFY THE GAS COMPANY OF THEPROPOSED LOCATION OF EXCAVATION.

2) TAKE PRECAUTION TO AVOID DAMAGETO GAS COMPANY INSTALLATIONS.

SEE PROVINCIAL REGULATION 210/72 FOR DETAILS

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REFERENCE NO HOLE NO.KGS SUMMARY LOG. TH12-02 SHEET 1 of 3

GROUP

CLIENT CITY OF WINNIPEG - WATER AND WASTE DEPARTMENT JOB NO. 12-0107-018

PROJECT Chief Peguis Bridge Sewer Replacement GROUND ELEV. Z2.. -

TOP OF PVC ELEV.SITE East of Red River and South of Chief Peguis Trail WATER ELEV.

LOCATION South of Existing Sewermain on the Upper Bank DATE DRILLED 11/8/2012

UTM (m) N 5,534,757DRILLING Acker Track Drill Rig, 125mm o Solid Stem and HO Core Barrel E 636,604METHOD

Cu POCKET PEN (kPa) *

Cu TORVANE (kPa) •8 at SPT(N)— 0 blows/015m AF— r —I > > 20 40 60 800 a. DESCRIPTION AND CLASSIFICATION

_______________

at N I- I I I I

o at at DYNAMICCONE PL MC LLa LU>a. a. o (N)blows/ft A I • I

_________________________________

wZ 20 40 60 20 40 60 80SILTY CLAY FILL - Brown, moist, stiff, intermediate to high plasticity,some medium to coarse grsined ssnd, some fine grsined grsvel, trscecosrse grained gravel, trace rootlets.

(m) (fft)

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I I I II I I I I

JYf”J SILTY CLAY - Brown, moist, stilt, high plasticity, trace fine to medium

: grained sand.

j - Increased sand content below 1.83 m.

:: - Brown, moist, compact, tine to medium grained, trace coarse

•: . grained sand, trace silt, trace clay.

:Tfl: SILTY SAND - Brown, moist, loose, tine to medium grained, with silt,

•: trace clay.

: ::.:; - Brown, moist, compsct, tine to medium grained, trace silt.

:- Water noticed on sample at — 5.49 m.SANDY SILT - Brown, moist, firm, intermediate to high plasticity, trace

‘P1 oxidation.

: ‘ SILTY SAND - Brown, moist, sott, tine to medium grained, trace

-:V.:j oxidation.

;‘i44..... Grey, no oxidation below 6.71 m.

‘.h;-:’ - Grey, moist, compact, medium grained, some tine and coarse

TT grained sand.

: )“ SILTY CLAY - Grey, moist, firm, high plasticity.

1-1’ :- Medium grained sand layer between 7.39 and 7.47

i. SILTY SAND - Grey, moist, soft, tine to medium grained sand, with sift.

j: - Organic layer between 8.53 and 8.64 m.

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9 SILTY CLAY - Grey, moist, firm, high plasticity, trace tine grained sand.

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- Increased sand between 9.75 and g.g6 m.

SAMPLE TYPE [ft] Auger Grab Split Spoon 4 Core Barrel

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CONTRACTOR INSPECTOR APPROVED DATRPaddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

I. .1. ‘I..I.’ I’

‘I I I I I I I II

:1:

1(G-S SUMMARY LOGREFERENCE NO. HOLE NO.

GROUP— TH12.02 SHEET 2 of 3


;:Cu TOR VANE (kPa) •

SPT(N)

- a a DESCRIPTION AND CLASSIFICATION = ,.

> blows/O.15 m A 20 40 60 soI I I< Ui N w DYNAMICCONE PL MC LL0 LU

0 am0(N)blows/ft A I • ILU

(m) (51) 4DWcnZ 2040 QO. 2PI4i°I°I5

- Increased sand between 10.36 and 10.52 m.

-35

—40

L1.i

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SILTY SAND - Grey, moist, compact, medium grained, trace finegrained sand, trace clay.- Teat hole squeezing at 10.67 m.

-25mm thick organic layer at 12.50 m.

- Decreased sand between 12.95 and 13.26 m.

ii

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-45

7,SILTY CLAY - Grey, moist, firm, high plasticity, trace coarse grainedsand, trace tine grained gravel, trace silt nodules.

SB

—50

- Grain Size Distribution: Gravel (1.0%), Sand )8.8%), Silt (21 .90/D), Clay(57.0%) at 14.63 m.

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some tine grained gravel, trace coarse grained gravel.- Loose, decreased gravel below 16.46 m.

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07 SAMPLE TYPE [] Auger Grab Split Spoon

R2

4 Core Barrel

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CONTRACTOR INSPECTOR APPROVED DATE

8 Paddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

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—I——:1::—I——

1——

1([S SUM1VIARY LOGREFERENCE NO. HOLE NO.

GROUP— TH12-02 SHEET 3 of 3


Cu TORVANE (kPa) •

— ‘- xo E SPT(N)

- 0. a. DESCRIPTION AND CLASSIFICATION = >> blows/O.15 m A 20 40 60 80

I I IN DYNAMICCONE.< Lii < Lii PL MC LLiii0E 0 a. o (N)blows/ft A • • i

LU(ni) (ft)

cDZ 2040 60 20406080— — - I II —f—f— liii —

- Increased fractures below 22.94 m.- Vertical fracture between 23.01 end 23.67 m.

83

84

85

188

tee

tee

22.2

25.8

26.1END OF TEST HOLE AT 26.06 m

Notes:1. Installed cassgrende stendpipe at a depth of 26.06 m with a stick-up of0.84 m.2. Becktilled test hole edh silica send between 26.06 end 22.17 m endbentonite chips from 22.17 m to grade.

22 —

23 —

24 —

25 —

26—

27 —

28—

29 —

30—

31 —

32—

33—

75

—80

-85

—90

-95

—100

- 105

—110

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SAMPLE TYPE [ft] Auger Grab Split Spoon I] Core Barrel — — —

_____________ __________________

CONTRACTOR INSPECTOR APPROVED DATRPaddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

I- : I::!:: 1.:!.

- i --:1- .: - - : I t- - : - -

I--I--u-

REFERENCE NO HOLE NO.KGS SUMMARY LOG. TH12-O1 SHEET 1 of 3

GROUP


PROJECT Chief Peguis Bridge Sewer Replacement GROUND ELEV.224. 3TOP OF PVC ELEV.

SITE East of Red River and South of Chief Peguis Trail WATER ELEV.

LOCATION North of Existing Sewermain on the Lower Bank DATE DRILLED 11/7/2012

UTM (m) N 5,534,788DRILLING Acker Track Drill Rig, 125 mm 0 Solid Stem and HO Core Barrel E 636,543METHOD


E Cu TORVANE (kPa) •(I)

z w SPT(N)a. ?p- >. > blows/O.15m A 20 40 60 80a. a. DESCRIPTiON AND CLASSIFiCATiON I

< W < w w DYNAMICCONE PL MC LL> C jW>Lii m0 (N)blowsfft I • ILu

(m) (H) <wcozx 20 40 60 20 40 60 80

-- -r .. .. - - . - - -

51L I Y CLAY - brown, oamp, tam, intermediate plasticity, trace rootlets, trace tinegrained sand, trace tine grained gravel.

• •1 . I•••II..

1 I II I II III Ill II I I I

Lj j LI J:1.:Ill

SAND & GRAVEL - Light grey, moist, dense, medium to coarse gratned sand, tine tocoarse grained gravel, some clay.- Hole squeezing at 1.83 m.

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2—

3—

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6—

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4f - Brown, moist to wet, loose, tine to medium grained, trace oxidation.; 1.

- Water noticed on sample below 4.57 m.

7.7. - Grey, no oxidation below 5.33 m.

::.::

f}7fl SILTY CLAY - Grey, moist, tirm, high plasticity.£n4:::.: §&i2- Grey, moist, loose, medium grained, trace coarse grained sand.

•::. - Some to with silt, reduced sand below 7.92 m.

::1.. j

SILTY CLAY - Grey, moist, tirm, high plasticity, trace silt nodules, trace mediumgrained sand, trace fine grained gravel.

I. •. I..

:1: [H.: i:.::I I . I

•1 l••::::I::c::I::::I::;::

. I 1

SAMPLE TYPE {f] Auger Grab [I] Core Ban-el - — —

___________

CONTRACTOR INSPECTOR APPROVED DATEPaddock Drilling Ltd. C. FRIESEN DRAFT I1/26/t2

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F F F F F F F F F F F

REFERENCE NO. ROLE NO.

TH12-O1 SHEET 2 of 3

Uia.>.ILUD.I

u)Z



20 40 60 80

I

DESCRIPTION AND CLASSIFICATION

Stiff below 10.06 m.

Reduced tine grainad gravel below 10.67 m.

- Grain Size Distribution: Gravel (1.2%), Sand (11.7%), Silt (30.5%), Clay (56.6%) at11.58 m.

- Reduced silt nodules below 12.50 m.

gO

Ui>0C,Ui

SPT(N)blows/O.15m A

DYNAMIC CONE(N) blows/ft t

20 40

PL MC LLI • I

%29 40.6080

I I

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H1.4 F

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- Firm below 12.95 m.- Grain Size Distribution: Gravel (0.8%), Sand (10.2%), Silt (23.7%), Clay (65.3%) at13.11 m.

m.

SILTY TILL - Tan, moist, compact, with medium to coarse grained sand, some tinegrained gravel, trace coarse grained gravel.

- Loose, reduced coarse grained sand, reduced tine to coarse grained gravel below 14.63

frock. Switched over to core below 16.76 m.fractured with vertical and horizontal tracturea.

aC2

C

LUw-J

I—w

CLUaUCIC

65 - Clay seam at 19.69 m.

- Clay between 20.12 and 20.19 m.

02 SAMPLE TYPE f]

- Yellow tractured limestone between 21.41 and 22.25 m.

Auger Grub Cure Barref

CONTRACTOR INSPECTOR APPROVED DATE2 Paddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

00.

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REFERENCE NO HOLE NO.KGS SUMMARY LOG. TH12-02B SHEET 1 of 2

GROUP

CLIENT CITY OF WiNNIPEG - WATER AND WASTE DEPARTMENT JOB NO. 12-0107-018

PROJECT Chief Peguis Bridge Sewer Replacement GROUND ELEV.

TOP OF PVC ELEV.SITE East of Red River and South of Chief Peguis Trail WATER ELEV.

LOCATION -3 m West of TH12-02 DATE DRILLED 11/9/2012

DRILLING Acker Track Drill Rig, 125 mm 0 Solid StemUTM (m) N

METHOD E—

_______

—

____________________________________________________

—

— Cu POCKET PEN (kPa) *

Cu TORVANE (kPa) •2z0I-4>w-JIn

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(m) (It)

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DESCRIPTION AND CLASSIFICATION4

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SILTY CLAY - Brown, moist, stilt, high plasticity, trace fine to mediumgrained sand.

11/4

- Increased sand content below 1.83 m.

SAND - Brown, moist, compact, tine to medium grained, trsce coarsegrained sand, trace silt, trace clay.

SILTY SAND - Brown, moist, loose, tine to medium grained, with silt,trace clay.

- Brown, moist, compact, tine to medium grained, trace silt.

- Water noticed on sample at 5.49 m.SANDY SILT - Brown, moist, firm, intermediate to high plasticity, traceoxidation.

:1: StLTY SAND - Brown, moist, soh, fine to medium grained, trace

1 oxidation.

:444: - Grey, no oxidation below 6.71 m.

H SAND - Grey, moist, compact, medium grained, some tine and coarse

PTT premed sand.,,/j SILTY CLAY - Grey, moist, firm, high plasticity.

H’ -Medium grained sand layer between 7.39 and 7.47 m.

SILTY SAND- Gtey, moist, sott, tine to medium grained sand, with sift.

- Organic layer between 8.53 and 8.64 m.

SILTY CLAY- Grey, moist, tirm, high plasticity, trace tine grained sand.

- Increased sand between 9.75 and 9.96 m.

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SAMPLE TYPE

CONTRACTOR INSPECTOR APPROVED DATEPaddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

III

II:1: : I:

I(GS SUMMARY LOGREFERENCE NO. HOLE NO.

GROUP— TH12..02B SHEET 2 of 2


0 =2 SPT(N)

CuTORVANE(kPa) •

0 —o. ?r DESCRIPTION AND CLASSIFICATION = > > blows/O.15 m A 20 40 60 80

I I4 LU 4x LU

N Lii DYNAMICCONE PL MC LLE am (N)blows/ft I • ILU

(m) (ft) /0

20 40 60 20 40 60 80— •1 •1 •1 —••——••••••I••••• liii)

- Increased sand betwean 10.36 and 10.52 m.

.1 I..::::p:::i:::::i::::

i iii i 1i :-:.SILTY SAND - Grey, moist, compact, medium grained, tracs tine

I grained sand, trace clay.- Teat hole squeezing at 10.67 m.

Ii -I

t I.E

14

-25mm thick organic layer at 12.5Dm.

- Decreaaed sand between 12.95 and 13.2Gm.

£1J SILTY CLAY - Grey, moist, tirm, high plasticity, trace coarse grsinedsand, trace tine grained gravel, trace silt nodules.

SILT TILL - Tan, moist, compact, with medium to coarse grained sand,some tine grained gravel, trace coarse grsined gravel.- Loose, decreased gravel below 16.46 m.

11—

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-65

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11.4

11.6

16.8

17.4

17.7

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AUGER REFUSAL AT 18.34 m

Notes:1. Strstigrsphy assumed trom TH12-02 drilled —3 m sway.2. Installed csssgrsnde stsndpipe at s depth ot 17.68w with a stick-up oto.gi

3. Installed PN 034983 at a depth of 11.58 m. below grade.4. Bsckfilled test hole with silica sand between 17.68 and 16.76 wandbentonite chips from 16.76w to grade.

I. .t I...1:::.: :I... :1..:.:

I . II

I I I

SAMPLE TYPE


:1: :I::I::I: :1I III II I I I

I I I I I I I I

REFERENCE NO HOLE NO.KGS SUMMARY LOG TH12-03 SHEET 1 of 3GROUP


PROJECT Chief Peguis Bridge Sewer Replacement GROUND ELEV. 2 30TOP OF PVC ELEV.

SITE West of Red River and South of Chief Peguis Trail WATER ELEV.

LOCATION North of Existing Sewermain on the Upper Bank DATE DRILLED 11/13/2012

DRILLING CME Track Drill Rig, 125 mm o Solid Stem and HO Core BarrelUTM (m) N 5,534,926

METHOD E 636,265—

_______

—

_________________________________________________

—


Cu TORVANE (kPa) •0

I-n- . DESCRIPTION AND CLASSIFICATION

_______________

w <

CL,

E

z0I

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(m) (H)

iIL1 Y CLAY i-ILL - black, moist, StITt, flign plasticity, trace rootlets.

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Lh.

0 w SPT(N)0 blows/O.15m 20 40 60 80= >- >-I I

j w DYNAMIC CONE PL MC LLE a. o (N) blows/ft I • Ic) %<w0 Z 20 40 60 20 40 60 80

SILTY CLAY - Brown, moist, stitt, high plasticity, trace coarse grainedsand.

- No sand below 1.22 m.

• ‘ I 1’

_:iI:::: 1.:::

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fl SILTY SAND TO SANDY SILT - Light brown, moist, soft/loose, tine‘.} grained sand.

SILTY CLAY - Brown, moist, stiff, high plasticity, trace sIt nodules (—1-3mm diameter).- 10 mm diameter gravel piece at 3.73 m.

- Grey below 5.49 m.

- Firm below 6.10 m.

II

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- Slightly increased silt nodules (up to 5mm diameter) below 9.14 m.

SAMPLE TYPE Auger Grab j Split Spoon [I] Core Barrel

4 I..

::::I::::I;::::]:.::‘I I”

1 I::;::i::::I:,:::]’.::

‘I’’ I . ‘1’’’

CONTRACTOR INSPECTOR APPROVED DAThPaddock Drilling Ltd. C. FRIESEN DRAFT 11/26/12

:1::: :1“I’ • ‘liii’ I’ ‘I ‘I”

‘‘1111 I

REFERENCE NO. HOLE NO.

TH12-03 SHEET 2 of 3SUMMARY LOG


Cu TORVANE (kPa) •w SPT(N)

0 ° blows/O.15m A20 40 60 80= >- >-

I I IDESCRIPTION AND CLASSIFICATION° w uj DYNAMIC CONE PL MC LLLU uj -J LU

> (N) blows/ft • IQ<LUcn Z 20 40 60 20 40

L 6P—— I II —4—

• .:u.::

• H 1 HIH• H •1 1••

Eli::

- Trace silt pockets below 12.19 m.

ii:1i—i:•1

:1..

- Trace tine grained gravel below 12.50 m.

•...I:H ::1::: :l::::J:H:: :1: I: :1 ::I::I::•HI IH1 I 1.1.11

:H::I :: :i::::i:::: . :1:: ::i:.i:.i:.i::l

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: H: :1: H: :1:: H: I:::: :: :1:: I: :1:: I: :1 II:: :1::••..j I- 1:1:1: - 111111:: ::I::;::i.:::l::;:: :: :i:::i::i::i::i:i::i:::: :1 H: :1:::::: 1:: H:::I::I:: l: I:: I: I: I :1::-—b--I—-I-- -I--I--I--I-I -I--I--I-I•...I •I::::I::.:::i::::::1::;::::I::I::I::I::I::I:I::I:r.:.••.t l..l..I..l..l..l::.::(::::::J:::: ::L:I::$::I::I::LLI:1::••H•l I••I..I..I.•I••I.•I:E::Ey’: :rrEI-1EI-.

I I I I 1’ I I I IHI

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HI i.

- Reduced silt, trace coarse grained sand, no fine grained gravel below15.24 m.

S7

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ii

11

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- Occasional sOt pockets/nodules below 16.92 m.

Cl(2z

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C-)

- Grain Size Distribution; Gravel (0.7%), Sand (7.5%), Silt (19.4%), Clay(72.4%) at 17.68 m.

- Trace tine grained gravel below 18.2gm.

SILT TILL - Tan with grey, moist, compact, fine to coarse grained sand,fine grained gravel, trace clay.

ii . I +1 1.1 I I. I I I . I I I 11 I

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Auger refusal at 21.03 m on bedrock. Switched over to core below

White, competent, horizontal fractures.

21.0

SAMPLE TYPE J Auger Grab Split Spoon I] Core Barrel

•1 J..I

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1104-

IGS REFERENCE NO. HOLE NO.SUMMARY LOG TH12-03B SHEET 1 of 3

GROUP

CLIENT CITY OF WiNNIPEG - WATER AND WASTE DEPARTMENTPROJECT Chief Peguis Bridge Sewer Replacement

SITE West of Red River and South of Chief Peguis TrailLOCATION —2 m West of TH12-03

DRILLINGCME Track Drill Rig, 125 mm 0 Solid Stem

METHOD

Ez0

I.cE>UI-JUI

JOB NO.GROUND ELEV.TOP OF PVC ELEV.

WATER ELEV.

DATE DRILLED

UTM (m)

12-0107-018

11/14/2012NE


Cu TORVANE (kPa) •w SPT(N)0 ° blows/O.15m A 20 40 60 80= >. >

I IDESCRIPTION AND CLASSIFICATION_ i-0 uJ uj DYNAMIC CONE PL MC LLUI UI

> (N) blows/ft I • Io %<Dw

Z 20 40 60 20 40 60 80ILIY I.LAY IILL - black, moist, stiff, high plasticity, trace rootiets.

- Trace medium to coarse grained sand, trace fine to coarse grainedgravel below 0.23 m.

Lt

SILTY CLAY - Brown, moist, stiff, high plasticity, trace coarse grainedsand.

- No sand below 1.22 m.

• I 11••

:1: ::: :1::

I I I III I I II I I II I I II

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SILTY SAND TO SANDY SILT - Light brown, moist, soft/loose, tinegrained sand.

5-qz

w

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SILTY CLAY- Brown, moist, stiff, high plasticity, trace silt nodules (—1-3mm diameter).- 10mm diameter gravel piece at 3.73 m.

- Grey below 5.4g m.

- Firm below 6.10 m.

- Slightly increased silt nodules (up to 5mm diameter) below 9.14 m.

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0 -0.DESCRIPTION AND CLASSIFICATION

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—50

-55

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-65

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- Trace silt pockets below 12.19 m.

- Trace tine grained gravel below 12.50 m.

- Reduced silt, trace coarse grained sand, no tine grained gravel below15.24 m.

- Ocassional silt pockets/nodules below 16.02 m.

- Trace fine grained gravel below 18.2gm.

11.6

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AUUR Rbt-UAL Al 20.98 m

Notes:1. Stratigraphy assumed trom TH1 2-03 drilled —2 m away.

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2. Installed casagrande standpipe at a depth of 20.98 m with a stickup of0.86 m.3. Inatalled PN 034985 at a depth of 11.84 m. below grade.

4. Backfilled test hole with silica sand between 20.98 and 20.12 m andbentonite chips from 20.12 m to grade.5. Test hole squeezing at 8.53 m shortly after drilling.-75

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APPENDIX A – ADDITIONAL INFORMATION · appendix a – additional information 1. nk fm drawing...

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