appendix a - lidl · pdf filechalk description is based on bs en iso 14688, bs en iso 14689...

R16-11389

APPENDIX A

Site Walkover Photographs

Photographs Site: Proposed Lidl Store, Honeywood Parkway, Whitfield, Dover, Kent

R16-11389

View toward the eastern site boundary. The soil bund can be seen in the foreground, with the embankment leading to Honeywood

Parkway shown in the background.

View towards the west showing White Cliffs Business Park in the distance.

View towards the eastern boundary showing the embankment leading to Honeywood Parkway.

Modern electricity substation immediately outside the western corner of the site.

R16-11389

APPENDIX B

Exploratory Hole Notes In Situ Testing Notes

CIRIA Chalk Classification Notes Exploratory Hole Records DPSH-B Dynamic Probe Records

Summary of Gas Analyses and Water Depths

NOTES FOR THE INTERPRETATION OF EXPLORATORY HOLE RECORDS

1 Symbols and abbreviations

Samples

U ‘Undisturbed’ Sample: - also known as ‘U100’ or ‘U4’ - 100mm diameter by 450mm long. Thenumber of blows to drive in the sampling tube is shown after the test index letter in the SPTcolumn.

Uo Sample not obtained.U* Full penetration of sample not obtained.Pi Piston Sample: ‘Undisturbed’ sample 100mm diameter by 600mm long.D Disturbed Sample.R Root Sample.B Bulk Disturbed Sample.W Water Sample.J Jar Sample (sample taken in amber glass jar fitted with gas tight lid)T Tub SampleVi Vial Sample

In situ Testing

S Standard penetration test (SPT): In the borehole record the depth of the test is that at the startof the normal 450mm penetration. The number of blows per 75mm penetration is recorded, withthe initial 150mm for seating blows being recorded followed by the blows recorded for theremaining 300mm of the test. The total blows to achieve the standard penetration of 300mm,discounting the seating blows, is noted as the N value on the log. Where the full penetration ofthe test cannot be achieved (a refusal) the number of blows achieved and the penetrationachieved will be reported.

C Standard Penetration Test (SPT) conducted usually in coarse grained soils or weak rocks usingthe same procedure as for the SPT but with a 50mm diameter, 60º apex solid cone fitted inplace of the sampler. Variations in test results are indicated by the same symbols as for theSPT (above).

V Shear Vane Test: Undrained shear strength (cohesion) (kN/m2) shown within the Vane/Pen

Test and N Value column.

H Hand penetrometer Test: Undrained shear strength (cohesion) (kN/m2) shown within the

Vane/Pen Test and N Value column.

P Perth Penetrometer Test: See “In Situ Testing Notes” for full description. Number of blows for300mm penetration shown under Vane/Pen Test and N Value column. In sand the number ofblows is approximately equivalent to the SPT "N" value.

Excavation Method

CP Cable Percussion BoreholeWLS Dynamic Sampler Borehole using windowless sampler tubesWS Dynamic Sampler Borehole using window sampler tubesTP Trial Pit excavated using mechanic excavatorHDP Trial Pit excavated using hand tools

2 Soil Description

Description and classification of soils has been carried out using as a general basis the British StandardGeotechnical investigation and testing – Identification and classification of soil, Part 1 Identification anddescription (BS EN ISO 14688-1:2002+A1:2013) and Part 2 Principles of classification (BS EN 14688-2:2004+A1:2013) as well as the BS5930:2015 code of Practice for Ground Investigations.

Fine Grained Soils

The consistency of fine grained soils given in the report is based on visual inspection of the samplesand the strength is based on results of in situ and/or laboratory undrained shear strength tests whencarried out.

The consistency is determined on the following basis:

Consistency Manual Test

Very Soft Soil exudes between fingers when squeezed in handSoft Soils can be moulded by light finger pressureFirm Cannot be moulded by finger but rolled to 3mm threads

without breaking/crumblingStiff Crumbles/breaks when rolled to 3mm thick threads but

can be moulded into a lump againVery Stiff Cannot be moulded and crumbles under pressure, can

be indented by thumbnail

The terms used for the designation of the undrained shear strength are as follows:

Undrained Shear Strength

Extremely to Very Low <20 kPaLow 20-40 kPaMedium 40-75 kPaHigh 75-150 kPaVery High 150-300 kPaExtremely high 300-600 kPa

Note: The undrained shear strength of the soils is measured either by laboratory testing or in the fieldusing hand shear vane.

It is recognised that any coarse grained soil that has in excess of approximately 35% fine grained soil(clay and silt) can often be expected to behave as a fine grained soil despite the dominance of coarsegrained material within the soil mass. To reflect this, it is the soil type that dominates the behaviour ofthe soil mass that appears on the exploratory hole records.

Coarse Grained Soils

The relative densities of coarse grained soils (sand and gravel) given in the report are based on fieldestimations and the results of the Standard Penetration Test (SPT) and equivalent correlation fromother testing. The classification in terms of "N" Values is as follows:

SPT ‘N’ Value Relative Density

0-4 Very Loose4-10 Loose10-30 Medium Dense30-50 DenseGreater than 50 Very Dense

3 Rock Description

Description and classification of rocks has been carried out using as a general basis the BritishStandard Geotechnical investigation and testing – Identification and classification of rock, Part 1Identification and classification (BS EN ISO 14689-1:2003) as well as the BS5930:2015 code of Practicefor Ground Investigations.

The description of rock mass includes the type of rock, structure, discontinuities and weathering.

The unconfined compressive strength of rock material is determined on the following basis:

Term Field Identification UnconfinedCompressiveStrength (MPa)

Extremely Weak Indented by thumbnail Less than 1Very Weak Crumbles under firm blows with point of geological

hammer, peeled by pocket knife1 to 5

Weak Peeled by pocket knife with difficulty, shallowindentations made by firm blow with geological hammer

5 to 25

Medium Strong Cannot be peeled or scraped with knife, can be fracturedwith single firm blow of geological hammer

25 to 50

Strong Requires more than one blow of geological hammer tofracture

50 to 100

Very Strong Requires may blows of geological hammer to fracture it 100 to 250

Extremely Strong Can only be chipped with geological hammer Greater and 250

The terms describing discontinuity and bedding spacing are as follows:

Bedding ThicknessVery Thick >2000mm

Discontinuity SpacingVery Wide >2000mm

Thick 2000-600mmMedium 600-200mmThin 200-60mmVery Thin 60-20mmThickly Laminated 20-6mmThinly Laminated <6mm

Wide 2000-600mmMedium 600-200mmClose 200-60mmVery Close 60-20mmExtremely Close <20mm

Chalk

Chalk description is based on BS EN ISO 14688, BS EN ISO 14689 and BS5930. The classification ofchalk generally follows the guidance offered by the Construction Industry Research and InformationAssociation (CIRIA) C574, ‘Engineering in Chalk’. This is based on assessment of chalk density,discontinuity and aperture spacing, and the proportion of intact chalk to silt of chalk. See additional chalkclassification notes.

of 1

IN SITU TESTING NOTES

1 Standard Penetration TestingStandard penetration testing (SPT) is carried out within a cased cable percussion borehole. The test isperformed using a either a split spoon (barrel) sampler in finer grained deposits, or, in coarser grainedsoils or weak rocks, using a 50mm diameter, 60º apex solid cone fitted in place of the sampler.

The sampler is driven into the deposits at the base of the borehole by means of a 63.5kg hammer fallingfreely through 760mm.

In the borehole record the depth of the test is that at the start of the normal 450mm penetration, thenumber of blows to achieve the standard penetration of 300mm (the "N" value) is shown after the testindex letter, but the seating blows through the initial 150mm penetration are not reported unless the fullpenetration of 450mm cannot be achieved.

(BS EN ISO 22476-3:2005+A1:2011, Geotechnical investigation and testing – Field Testing, Part 3 andBS5930:2015 code of practice of for ground investigations)

2 Dynamic Probe TestingThe DPH (heavy) dynamic probing rig drives a 32mm diameter rod with a 15cm

2area, 90º end cone into

the ground by means of a 50kg hammer which falls freely through a distance of 0.5m. The number ofblows per 100mm penetration (N100) is recorded.

The DPSH (super heavy) dynamic probing rig drives a 35mm diameter rod with a 20cm2

area, 90º endcone into the ground by means of a 63.5kg hammer that falls freely through a distance of 0.75m. Thenumber of blows per 100mm penetration (N100) is recorded. The results can provide a useful indicationof the relative strength of the material. The dynamic probing is carried out in accordance with BS ENISO 22476-2:2005+A1:2011 and BS5930.

3 Perth Penetrometer TestIn this test a hardened stainless steel rod is driven into the deposit by a 9.5kg sliding hammer fallingfreely through 600mm. After an initial penetration of 150mm the number of blows required to drive therod a further 300mm is recorded. In sand the Perth blow count gives a close correlation to the "N-value"that could be expected from a standard penetration test (SPT) made in similar materials. The resultsare less reliable in coarser grained materials but can give an indication of their engineering properties.The perth penetrometer test is carried out in accordance with the Australian Standard AS 1289:6.3.3-1997, Method of Testing Soils for Engineering Purposes, there is no European equivalent code.

4 Undrained Shear StrengthUndrained shear strength determinations are made in situ within the fine grained soils using a Geonorhand shear vane or (usually in the case of window sampler boreholes) a hand penetrometer. The testrecords the undrained shear strength (cohesion) in kN/m

2. The shear vane records a maximum shear

strength of 130kN/m2and the hand penetrometer records a maximum shear strength of 250kN/m

2.

3 California Bearing Ratio TestIn this test a hand held Farnell cone penetrometer apparatus is pushed into the deposits for theestimation of the California bearing ratio of the subgrade (for use in pavement design). The testequipment is design for the estimation of the bearing ratio of fine grained soils (clay and silt) only and isunsuitable for use in coarse grained soils and rock.

CHALK CLASSIFICATION NOTES

Classification of chalk based from Construction Industry Research and Information Association (CIRIA)Report C574 ‘Engineering in Chalk’ (2002). Description of chalk based on BS EN 1SO 14688, BS EN1SO 14689 and BS5930.

1 Engineering classification of chalk

Structure Grades Suffix

Structureless Melange of fines andintact chalk lumps

Grade D c <35% fines

m >35% fines

Structured Intact chalk withbedding,discontinuity.

Density Scalesee below

Grade A, B or Csee below

1, 2, 3, 4 or 5see below

2 Density Scale

Field Identification DensityScale

IntactDryDensity(Mg/m

3)

Porosity (n)(Gs of calcite2.7)

SaturationMoistureContent

30-40mm fragments crushed byfinger pressure and remould to putty

Lowdensity

<1.55 >0.43 >27.5%

30-40mm fragments break with bothhands, will not crush with fingerpressure.

Mediumdensity

1.55 to1.70

0.43 to 0.37 27.5% to21.8%

Cannot break 30-40mm fragments intwo, difficult to break slabs, <10mmthick corners/edges broken oflumps.

Highdensity

1.70 to1.95

0.37 to 0.28 21.8% to14.3%

Unable to break by hand, 100mmlump held in hand broken by singlehammer blow.

Very highdensity

>1.95 <0.28 <14.3

3 Discontinuities

Typical discontinuity aperture Typical discontinuity spacing

Grade A No infill, closed Suffix Typical Spacing (t)

1 t > 600mm

Grade B Open, infilled <3mm 2 200mm <t < 600mm

3 60mm < t < 200mm

Grade C Open, infilled <3mm 4 20mm < t < 60mm

5 t < 20mm

Notes: Chalk classifications will be made where possible. Within boreholes chalk will be describedrecovered as.

Examples: Structureless CHALK composed of off white silty gravel. Clasts are weak medium density.Matrix is pale brown. (White Chalk Subgroup, Grade Dc)

Structured weak high density off white with black speckling CHALK. Fractures are closelyspaced (50/100/200), infilled (0/1/3) with comminuted chalk. With occasional flints. (WhiteChalk Subgroup, Grade B3)

Sta dpipe

Sa ples a d I Situ Tes g

Sa ple/ Test Type

Depth Fro Depth To Test Result

Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

.

.

Stratu Des rip o

Topsoil.MADE GROUND: Bro slightly sa dy, gra elly layey silt. Gra el is

su a gular to su rou ded e to ediu i t a d halk.Fir ro slightly gra elly silty CLAY. Gra el is su a gular to

su rou ded, e to oarse i t a d o asio al iro sto e. Clay-With-Fli ts/ Head

e o i g s elo . depth.

Fir ro grey o led ora ge slightly gra elly sa dy silty CLAY. Sa d is e to oarse. Gra el is su a gular to su rou ded e to oarse i t.

Clay-With-Fli ts/ Head

Very eak stru tured lo to ediu de sity o hite a d hite ith la k spe kli g a d o asio al ora ge stai i g CHALK. White Chalk

Su group, Grade C or e erEnd of borehole at 2.00m

J T .

D .

H .D .

H .

D .H .J T .

D .

Site Na e:

Jo Nu er:

Proposed Lidl Store, Ho ey ood Park ay, Whi ield, Do er, Ke t

R -E- ail: o ta t@ashdo si. o.uk

We : .ashdo si. o.ukTel:

Start Date:E d Date:

/ // / Borehole Nu er: WS1 Sheet of

Re arksGrou d ater: Borehole dry o o ple o . E a a o Method: WLS

Sta ilit :

Notes:

Borehole sta le o o ple o .

/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

Stratu Des rip o

Topsoil.Fir ora ge ro slightly gra elly silty CLAY. Gra el is su a gular to

su rou ded e to ediu i t ith o asio al e iro sto e. Clay-With-Fli ts/ Head

Stru tureless eak o hite ith ora ge a d ro stai i g a d la k spe kli g CHALK re o ered as silty gra el. Clasts are ery eak lo to

ediu de sity o hite. White Chalk Su group, Grade D

End of borehole at 2.00m

J T .

D .8H .8

H .

D .H .

D .8J T .8

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

.

.

Stratu Des rip o

MADE GROUND: Dark ro slightl silt slightl gra ell sa d la . Sa d is e to oarse. Gra el is a gular to su rou ded, e to oarse

i t, halk.

Fir ro slightl gra ell sa d CLAY. Sa d is e. Gra el is su a gular to su rou ded e to oarse i t. Cla -With-Fli ts/ Head

S ro ith la k spe kli g slightl silt sa d CLAY. Sa d is e. Cla -With-Fli ts/ Head

Stru tureless o hite ith ora ge, ro a d la k stai i g CHALK re o ered as silt gra el. Clasts are er eak lo to ediu de sit o

hite. White Chalk Su group, Grade D

Stru tured er eak lo to ediu de sit o hite a d hite ith la k spe kli g a d o asio al ora ge stai i g CHALK. White Chalk

Su group, Grade C or e er

ith i ts at . depth.re o ered as o i uted halk elo . depth.

Co ued o e t sheet

J T .

D .

H .

H .J T .V . >D .H .H .

J T .

D .

D .

U . .

J T .

D .

J T .

J T .

D .U . .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

Stratu Des rip o

Stru tured er eak lo to ediu de sit o hite a d hite ith la k spe kli g a d o asio al ora ge stai i g CHALK. White Chalk

Su group, Grade C or e er


J T .

D .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

Stratu Des rip o

MADE GROUND: Dark ro slightl silt slightl gra ell sa d la . Sa d is e to oarse. Gra el is a gular to su a gular, e to oarse

i t, halk a d ash-like aterial.Fir light ro slightl gra ell sa d silt CLAY. Sa d is e. Gra el is

su a gular to su rou ded, e iro sto e. Cla -With-Fli ts/ Head


Co ued o e t sheet

J T .

H .

D .H .H .J T .V .H .

D .H .J T .

H .

V .

H .D .

J T .H .

V .

H .

D .H .J T .

H .

V .

H .

D .H .J T .

H .

H .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


Sta dpipe i stalled to . depth; . to . slo ed pipe ith gra el surrou d; . to grou d le el plai pipe ith e to ite seal; o pleted ith gas tap a d se urity o er o reted ush ith grou d surfa e.

Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

Stratu Des rip o

S light ro slightl gra ell sa d silt CLAY. Sa d is e. Gra el is su a gular to su rou ded, e iro sto e. Cla -With-Fli ts/ Head


V .

H .

H .

H .J T .H .

D .V .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:



Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

.

.

Stratu Des rip o


i t, halk, ash-like aterial a d ri k.

Fir light ro slightl gra ell sa d silt CLAY. Sa d is e. Gra el is su a gular to su rou ded, e iro sto e. Cla -With-Fli ts/ Head


S ora ge ro gre o led slightl gra ell sa d CLAY. Sa d is e. Gra el is su a gular to su rou ded e to oarse i t. Cla -With-

Fli ts/ Head

S dark ro la k o led slightl gra ell slightl sa d silt CLAY. Sa d is e. Gra el is su a gular to su rou ded, e to oarse i t a d

e iro sto e. Cla -With-Fli ts/ Head

Ver s ora ge ro light gre sa d CLAY. Cla -With-Fli ts/ Head

Co ued o e t sheet

J T .

H .

D .H .H .J T .V .

H .

D .H .J T .H .

H .V .H .

H .

D .H .J T .H .

V .H .

H .

D .H .J T .H .

H .J T .H .D .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:



Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

Stratu Des rip o

Stru tured er eak lo to ediu de sit o hite a d hite ith la k spe kli g a d o asio al ora ge stai i g CHALK re o ered as

o i uted halk. White Chalk Su group, Grade C or e er


J T .

D .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:



Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

.

Stratu Des rip o


i t, halk, ri k a d glass.

Fir ro slightl gra ell slightl la e sa d CLAY. Sa d is e. Gra el is su a gular to su rou ded, e to oarse i t. Cla -With-

Fli ts/ HeadS ora ge gre o led sa d CLAY. Sa d is e. Cla -With-Fli ts/

Head

S light ro gre o led slightl gra ell sa d CLAY. Sa d is e. Gra el is su a gular to surou ded e to oarse i t a d e iro sto e.

Cla -With-Fli ts/ Head

Co ued o e t sheet

D .J T .

D .H .H .J T .V .H .

H .D .H .J T .H .

H .V . >H .

H .D .H .J T .H .H .

V . >H .H .H .H .D .H .H .J T .H .H .V . >

H .

D .H .J T .H .

H .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:



Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

Stratu Des rip o

S gre gree oli e o led sa d silt CLAY. Sa d is e. Cla -With-Fli ts/ Head

S dark ro la k o led slightl gra ell slightl sa d silt CLAY. Sa d is e. Gra el is su a gular to su rou ded, e to oarse i t a d

e iro sto e. Cla -With-Fli ts/ HeadEnd of borehole at 6.00m

V . >

H .

H .J T .

H .

D .H .V . >

Site Na e:

Jo Nu er:







Sta ilit :

Notes:



Borehole Dia eter:

Made B :

Various

KA

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

Stratu Des rip o

MADE GROUND: Light ro slightly gra elly slightly sa dy layey silt. Sa d is e to oarse. Gra el is su a gular to su rou ded e to oarse

i t a d iro sto e.

S ro o led ora ge slightly sa dy slightly gra elly silty CLAY. Sa d is e to oarse. Gra el is e iro sto e. Clay-With-Fli ts/ Head

e o i g s elo . depth

Stru tureless o hite ith ro stai i g a d la k spe ks CHALK re o ered as silty gra el. Clasts are ery eak lo to ediu de sity o

hite. White Chalk Su group, Grade D


J T .

D .H . 9

V . >H .

D .H .

D .J T .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

Stratu Des rip o

MADE GROUND: Bro slightly gra elly slightly sa dy layey silt. Sa d is e to oarse. Gra el is su a gular to su rou ded, e to oarse i t,

halk, ash-like aterial a d har oal-like aterial.

Fir ora ge ro slightly gra elly silty CLAY. Gra el is su a gular to su rou ded, e to oarse i t a d o asio al e iro sto e. Clay-

With-Fli ts/ Head

Stru tureless o hite ith ora ge stai i g CHALK re o ered as silty gra el. Clasts are ery eak lo to ediu de sity o hite. White

Chalk Su group, Grade D


J T .

H .

D .H .

D .H .J T .

D .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

Stratu Des rip o

MADE GROUND: Bro slightly gra elly sa dy layey silt. Sa d is e to oarse. Gra el is su a gular to su rou ded, e to oarse i t, halk,

ash-like aterial a d har oal-like aterial.

Fir aryi g s ora ge ro slightly gra elly silty CLAY. Gra el is su a gular to su rou ded, e to oarse i t a d o asio al e

iro sto e. Clay-With-Fli ts/ Head


J T .

H .D .

V .

H .

J T .

D .H .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

Stratu Des rip o

MADE GROUND: Bro slightly sa dy layey gra elly silt. Sa d is e to oarse. Gra el is su a gular to su rou ded, e to oarse i t, halk

a d ash-like a d har oal-like aterial.

S ora ge ro slightly gra elly silty CLAY. Gra el is su a gular to su rou ded, e to oarse i t a d o asio al e iro sto e. Clay-

With-Fli ts/ Head

e o i g r at . depth.


J T .

D .H .V .H .D .

J T .

D .H .

Site Na e:

Jo Nu er:





/ // / Borehole Nu er: WS Sheet of


Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

Sta dpipe


Sa ple/ Test Type


Dy a i Pro e

Blows/100mm0 5 10 15 20 25 30

Lege d Depth

.

.

.

.

.

Stratu Des rip o

MADE GROUND: Bro slightly gra elly slightly sa dy layey silt. Sa d is e to oarse. Gra el is su a gular to su rou ded e to ediu i t

halk, ash-like aterial, li ker-like aterial a d har oal-like aterial.

S ro slightly sa dy silty CLAY. Sa d is e to ediu . Clay-With-Fli ts/ Head

Fir ora ge ro slightly gra elly slighlty sa dy CLAY. Sa d is e to oarse. Gra el is su a gular to su rou ded, e to ediu i t a d

e iro sto e. Clay-With-Fli ts/ Head

Stru tureless o hite ith ora ge stai i g CHALK re o ered as silty gra el. Clasts are ery eak lo de sity o hite. White Chalk

Su group, Grade DEnd of borehole at 2.00m

J T .

H .

D .V .

H .

D .H .J T .H .

D .

Site Na e:

Jo Nu er:







Sta ilit :

Notes:


/a

Borehole Dia eter:

Made B :

Various

TOM

SITE Report Ref. R16-11389

Test Location Reference

Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 1 0.10 2.14 1.99 0.40 1.99 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 1 0.10 2.14 1.94 0.60 1.94 P

0.70 1 0.10 2.14 1.92 0.70 1.92 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 1 0.10 2.14 1.87 0.90 1.87 P

1.00 2 0.05 4.29 3.70 1.00 3.70 P

1.10 1 0.10 2.14 1.83 1.10 1.83 P

1.20 1 0.10 2.14 1.81 1.20 1.81 P

1.30 1 0.10 2.14 1.79 1.30 1.79 P

1.40 2 0.05 4.29 3.53 1.40 3.53 P

1.50 1 0.10 2.14 1.75 1.50 1.75 P

1.60 1 0.10 2.14 1.73 1.60 1.73 P

1.70 2 0.05 4.29 3.42 1.70 3.42 P

1.80 2 0.05 4.29 3.38 1.80 3.38 P

1.90 2 0.05 4.29 3.34 1.90 3.34 P

2.00 1 0.10 2.14 1.65 2.00 1.65 P

2.10 1 0.10 2.14 1.64 2.10 1.64 P

2.20 1 0.10 2.14 1.62 2.20 1.62 P

2.30 1 0.10 2.14 1.60 2.30 1.60 P

2.40 2 0.05 4.29 3.17 2.40 3.17 P

2.50 1 0.10 2.14 1.57 2.50 1.57 P

2.60 2 0.05 4.29 3.11 2.60 3.11 P

2.70 1 0.10 2.14 1.54 2.70 1.54 P

2.80 1 0.10 2.14 1.52 2.80 1.52 P

2.90 1 0.10 2.14 1.51 2.90 1.51 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 2 0.05 4.29 2.96 3.10 2.96 P

3.20 2 0.05 4.29 2.93 3.20 2.93 P

3.30 3 0.03 6.43 4.35 3.30 4.35 P

3.40 2 0.05 4.29 2.88 3.40 2.88 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 3 0.03 6.43 4.24 3.60 4.24 P

3.70 4 0.03 8.57 5.60 3.70 5.60 P

3.80 3 0.03 6.43 4.16 3.80 4.16 P

3.90 4 0.03 8.57 5.50 3.90 5.50 P

4.00 3 0.03 6.43 4.09 4.00 4.09 P

4.10 4.00 4.09 B

4.20 4.00 4.09 B

4.30 4.00 4.09 B

4.40 4.00 4.09 B

4.50 4.00 4.09 B

4.60 4.00 4.09 B

4.70 4.00 4.09 B

4.80 4.00 4.09 B

4.90 4.00 4.09 B

5.00 4.00 4.09 B

Notes: Hammer Mass 63.5 kg

Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m

ASHDOWN SITE INVESTIGATION LTD

Dynamic Probe Record

Proposed Lidl Store, Honeywood Parkway, Whitfield, Dover, Kent

WS1

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)

Dynamic Point Resistance (MPa)



Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 1 0.10 2.14 1.99 0.40 1.99 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 1 0.10 2.14 1.94 0.60 1.94 P

0.70 1 0.10 2.14 1.92 0.70 1.92 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 1 0.10 2.14 1.87 0.90 1.87 P

1.00 1 0.10 2.14 1.85 1.00 1.85 P

1.10 2 0.05 4.29 3.66 1.10 3.66 P

1.20 2 0.05 4.29 3.61 1.20 3.61 P

1.30 1 0.10 2.14 1.79 1.30 1.79 P

1.40 1 0.10 2.14 1.77 1.40 1.77 P

1.50 1 0.10 2.14 1.75 1.50 1.75 P

1.60 1 0.10 2.14 1.73 1.60 1.73 P

1.70 1 0.10 2.14 1.71 1.70 1.71 P

1.80 2 0.05 4.29 3.38 1.80 3.38 P

1.90 2 0.05 4.29 3.34 1.90 3.34 P

2.00 2 0.05 4.29 3.31 2.00 3.31 P

2.10 3 0.03 6.43 4.91 2.10 4.91 P

2.20 3 0.03 6.43 4.86 2.20 4.86 P

2.30 2 0.05 4.29 3.20 2.30 3.20 P

2.40 2 0.05 4.29 3.17 2.40 3.17 P

2.50 2 0.05 4.29 3.14 2.50 3.14 P

2.60 3 0.03 6.43 4.66 2.60 4.66 P

2.70 2 0.05 4.29 3.08 2.70 3.08 P

2.80 2 0.05 4.29 3.05 2.80 3.05 P

2.90 3 0.03 6.43 4.52 2.90 4.52 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 3 0.03 6.43 4.44 3.10 4.44 P

3.20 3 0.03 6.43 4.40 3.20 4.40 P

3.30 4 0.03 8.57 5.81 3.30 5.81 P

3.40 3 0.03 6.43 4.31 3.40 4.31 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 3 0.03 6.43 4.24 3.60 4.24 P

3.70 4 0.03 8.57 5.60 3.70 5.60 P

3.80 5 0.02 10.71 6.93 3.80 6.93 P

3.90 4 0.03 8.57 5.50 3.90 5.50 P

4.00 5 0.02 10.71 6.81 4.00 6.81 P

4.10 4.00 6.81 B

4.20 4.00 6.81 B

4.30 4.00 6.81 B

4.40 4.00 6.81 B

4.50 4.00 6.81 B

4.60 4.00 6.81 B

4.70 4.00 6.81 B

4.80 4.00 6.81 B

4.90 4.00 6.81 B

5.00 4.00 6.81 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS2

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 1 0.10 2.04 1.98 0.10 1.98 P

0.20 1 0.10 2.04 1.95 0.20 1.95 P

0.30 2 0.05 4.09 3.85 0.30 3.85 P

0.40 3 0.03 6.13 5.70 0.40 5.70 P

0.50 5 0.02 10.22 9.38 0.50 9.38 P

0.60 4 0.03 8.17 7.41 0.60 7.41 P

0.70 2 0.05 4.09 3.66 0.70 3.66 P

0.80 1 0.10 2.04 1.81 0.80 1.81 P

0.90 1 0.10 2.04 1.79 0.90 1.79 P

1.00 1 0.10 2.04 1.76 1.00 1.76 P

1.10 1 0.10 2.04 1.74 1.10 1.74 P

1.20 1 0.10 2.04 1.72 1.20 1.72 P

1.30 1 0.10 2.04 1.70 1.30 1.70 P

1.40 1 0.10 2.04 1.68 1.40 1.68 P

1.50 1 0.10 2.04 1.66 1.50 1.66 P

1.60 1 0.10 2.04 1.65 1.60 1.65 P

1.70 1 0.10 2.04 1.63 1.70 1.63 P

1.80 1 0.10 2.04 1.61 1.80 1.61 P

1.90 1 0.10 2.04 1.59 1.90 1.59 P

2.00 1 0.10 2.04 1.58 2.00 1.58 P

2.10 1 0.10 2.04 1.56 2.10 1.56 P

2.20 2 0.05 4.09 3.09 2.20 3.09 P

2.30 2 0.05 4.09 3.05 2.30 3.05 P

2.40 2 0.05 4.09 3.02 2.40 3.02 P

2.50 1 0.10 2.04 1.50 2.50 1.50 P

2.60 2 0.05 4.09 2.96 2.60 2.96 P

2.70 1 0.10 2.04 1.47 2.70 1.47 P

2.80 2 0.05 4.09 2.90 2.80 2.90 P

2.90 1 0.10 2.04 1.44 2.90 1.44 P

3.00 2 0.05 4.09 2.85 3.00 2.85 P

3.10 5 0.02 10.22 7.05 3.10 7.05 P

3.20 4 0.03 8.17 5.59 3.20 5.59 P

3.30 3 0.03 6.13 4.15 3.30 4.15 P

3.40 2 0.05 4.09 2.74 3.40 2.74 P

3.50 2 0.05 4.09 2.72 3.50 2.72 P

3.60 3 0.03 6.13 4.04 3.60 4.04 P

3.70 3 0.03 6.13 4.00 3.70 4.00 P

3.80 3 0.03 6.13 3.97 3.80 3.97 P

3.90 2 0.05 4.09 2.62 3.90 2.62 P

4.00 3 0.03 6.13 3.90 4.00 3.90 P

4.10 4 0.03 8.17 5.15 4.10 5.15 P

4.20 2 0.05 4.09 2.55 4.20 2.55 P

4.30 3 0.03 6.13 3.80 4.30 3.80 P

4.40 3 0.03 6.13 3.76 4.40 3.76 P

4.50 3 0.03 6.13 3.73 4.50 3.73 P

4.60 3 0.03 6.13 3.70 4.60 3.70 P

4.70 4 0.03 8.17 4.89 4.70 4.89 P

4.80 3 0.03 6.13 3.64 4.80 3.64 P

4.90 4 0.03 8.17 4.81 4.90 4.81 P

5.00 4 0.03 8.17 4.78 5.00 4.78 P


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS3

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

5.10 4 0.03 8.17 4.74 5.10 4.74 P

5.20 5 0.02 10.22 5.87 5.20 5.87 P

5.30 5 0.02 10.22 5.83 5.30 5.83 P

5.40 5 0.02 10.22 5.78 5.40 5.78 P

5.50 5 0.02 10.22 5.74 5.50 5.74 P

5.60 7 0.01 14.30 7.97 5.60 7.97 P

5.70 4 0.03 8.17 4.52 5.70 4.52 P

5.80 4 0.03 8.17 4.49 5.80 4.49 P

5.90 5 0.02 10.22 5.56 5.90 5.56 P

6.00 5 0.02 10.22 5.52 6.00 5.52 P

6.10 6.00 5.52 B

6.20 6.00 5.52 B

6.30 6.00 5.52 B

6.40 6.00 5.52 B

6.50 6.00 5.52 B

6.60 6.00 5.52 B

6.70 6.00 5.52 B

6.80 6.00 5.52 B

6.90 6.00 5.52 B

7.00 6.00 5.52 B

7.10 6.00 5.52 B

7.20 6.00 5.52 B

7.30 6.00 5.52 B

7.40 6.00 5.52 B

7.50 6.00 5.52 B

7.60 6.00 5.52 B

7.70 6.00 5.52 B

7.80 6.00 5.52 B

7.90 6.00 5.52 B

8.00 6.00 5.52 B

8.10 6.00 5.52 B

8.20 6.00 5.52 B

8.30 6.00 5.52 B

8.40 6.00 5.52 B

8.50 6.00 5.52 B

8.60 6.00 5.52 B

8.70 6.00 5.52 B

8.80 6.00 5.52 B

8.90 6.00 5.52 B

9.00 6.00 5.52 B

9.10 6.00 5.52 B

9.20 6.00 5.52 B

9.30 6.00 5.52 B

9.40 6.00 5.52 B

9.50 6.00 5.52 B

9.60 6.00 5.52 B

9.70 6.00 5.52 B

9.80 6.00 5.52 B

9.90 6.00 5.52 B

10.00 6.00 5.52 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS3

5.00

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 1 0.10 2.04 1.98 0.10 1.98 P

0.20 1 0.10 2.04 1.95 0.20 1.95 P

0.30 1 0.10 2.04 1.93 0.30 1.93 P

0.40 1 0.10 2.04 1.90 0.40 1.90 P

0.50 1 0.10 2.04 1.88 0.50 1.88 P

0.60 1 0.10 2.04 1.85 0.60 1.85 P

0.70 1 0.10 2.04 1.83 0.70 1.83 P

0.80 1 0.10 2.04 1.81 0.80 1.81 P

0.90 1 0.10 2.04 1.79 0.90 1.79 P

1.00 1 0.10 2.04 1.76 1.00 1.76 P

1.10 1 0.10 2.04 1.74 1.10 1.74 P

1.20 1 0.10 2.04 1.72 1.20 1.72 P

1.30 2 0.05 4.09 3.41 1.30 3.41 P

1.40 1 0.10 2.04 1.68 1.40 1.68 P

1.50 2 0.05 4.09 3.33 1.50 3.33 P

1.60 2 0.05 4.09 3.29 1.60 3.29 P

1.70 3 0.03 6.13 4.88 1.70 4.88 P

1.80 3 0.03 6.13 4.83 1.80 4.83 P

1.90 3 0.03 6.13 4.78 1.90 4.78 P

2.00 3 0.03 6.13 4.73 2.00 4.73 P

2.10 3 0.03 6.13 4.68 2.10 4.68 P

2.20 4 0.03 8.17 6.17 2.20 6.17 P

2.30 4 0.03 8.17 6.11 2.30 6.11 P

2.40 3 0.03 6.13 4.53 2.40 4.53 P

2.50 4 0.03 8.17 5.99 2.50 5.99 P

2.60 4 0.03 8.17 5.93 2.60 5.93 P

2.70 3 0.03 6.13 4.40 2.70 4.40 P

2.80 4 0.03 8.17 5.81 2.80 5.81 P

2.90 3 0.03 6.13 4.31 2.90 4.31 P

3.00 3 0.03 6.13 4.27 3.00 4.27 P

3.10 4 0.03 8.17 5.64 3.10 5.64 P

3.20 4 0.03 8.17 5.59 3.20 5.59 P

3.30 4 0.03 8.17 5.54 3.30 5.54 P

3.40 4 0.03 8.17 5.48 3.40 5.48 P

3.50 4 0.03 8.17 5.43 3.50 5.43 P

3.60 4 0.03 8.17 5.38 3.60 5.38 P

3.70 4 0.03 8.17 5.34 3.70 5.34 P

3.80 4 0.03 8.17 5.29 3.80 5.29 P

3.90 4 0.03 8.17 5.24 3.90 5.24 P

4.00 4 0.03 8.17 5.20 4.00 5.20 P

4.10 4 0.03 8.17 5.15 4.10 5.15 P

4.20 4 0.03 8.17 5.11 4.20 5.11 P

4.30 5 0.02 10.22 6.33 4.30 6.33 P

4.40 4 0.03 8.17 5.02 4.40 5.02 P

4.50 4 0.03 8.17 4.98 4.50 4.98 P

4.60 5 0.02 10.22 6.17 4.60 6.17 P

4.70 5 0.02 10.22 6.12 4.70 6.12 P

4.80 4 0.03 8.17 4.85 4.80 4.85 P

4.90 4 0.03 8.17 4.81 4.90 4.81 P

5.00 4 0.03 8.17 4.78 5.00 4.78 P


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS4

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

5.10 4 0.03 8.17 4.74 5.10 4.74 P

5.20 4 0.03 8.17 4.70 5.20 4.70 P

5.30 4 0.03 8.17 4.66 5.30 4.66 P

5.40 4 0.03 8.17 4.63 5.40 4.63 P

5.50 3 0.03 6.13 3.44 5.50 3.44 P

5.60 4 0.03 8.17 4.55 5.60 4.55 P

5.70 4 0.03 8.17 4.52 5.70 4.52 P

5.80 5 0.02 10.22 5.61 5.80 5.61 P

5.90 8 0.01 16.35 8.90 5.90 8.90 P

6.00 7 0.01 14.30 7.73 6.00 7.73 P

6.10 6.00 7.73 B

6.20 6.00 7.73 B

6.30 6.00 7.73 B

6.40 6.00 7.73 B

6.50 6.00 7.73 B

6.60 6.00 7.73 B

6.70 6.00 7.73 B

6.80 6.00 7.73 B

6.90 6.00 7.73 B

7.00 6.00 7.73 B

7.10 6.00 7.73 B

7.20 6.00 7.73 B

7.30 6.00 7.73 B

7.40 6.00 7.73 B

7.50 6.00 7.73 B

7.60 6.00 7.73 B

7.70 6.00 7.73 B

7.80 6.00 7.73 B

7.90 6.00 7.73 B

8.00 6.00 7.73 B

8.10 6.00 7.73 B

8.20 6.00 7.73 B

8.30 6.00 7.73 B

8.40 6.00 7.73 B

8.50 6.00 7.73 B

8.60 6.00 7.73 B

8.70 6.00 7.73 B

8.80 6.00 7.73 B

8.90 6.00 7.73 B

9.00 6.00 7.73 B

9.10 6.00 7.73 B

9.20 6.00 7.73 B

9.30 6.00 7.73 B

9.40 6.00 7.73 B

9.50 6.00 7.73 B

9.60 6.00 7.73 B

9.70 6.00 7.73 B

9.80 6.00 7.73 B

9.90 6.00 7.73 B

10.00 6.00 7.73 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS4

5.00

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 1 0.10 2.04 1.98 0.10 1.98 P

0.20 1 0.10 2.04 1.95 0.20 1.95 P

0.30 1 0.10 2.04 1.93 0.30 1.93 P

0.40 1 0.10 2.04 1.90 0.40 1.90 P

0.50 1 0.10 2.04 1.88 0.50 1.88 P

0.60 1 0.10 2.04 1.85 0.60 1.85 P

0.70 1 0.10 2.04 1.83 0.70 1.83 P

0.80 1 0.10 2.04 1.81 0.80 1.81 P

0.90 1 0.10 2.04 1.79 0.90 1.79 P

1.00 1 0.10 2.04 1.76 1.00 1.76 P

1.10 1 0.10 2.04 1.74 1.10 1.74 P

1.20 1 0.10 2.04 1.72 1.20 1.72 P

1.30 1 0.10 2.04 1.70 1.30 1.70 P

1.40 1 0.10 2.04 1.68 1.40 1.68 P

1.50 1 0.10 2.04 1.66 1.50 1.66 P

1.60 1 0.10 2.04 1.65 1.60 1.65 P

1.70 1 0.10 2.04 1.63 1.70 1.63 P

1.80 1 0.10 2.04 1.61 1.80 1.61 P

1.90 2 0.05 4.09 3.19 1.90 3.19 P

2.00 1 0.10 2.04 1.58 2.00 1.58 P

2.10 1 0.10 2.04 1.56 2.10 1.56 P

2.20 2 0.05 4.09 3.09 2.20 3.09 P

2.30 2 0.05 4.09 3.05 2.30 3.05 P

2.40 2 0.05 4.09 3.02 2.40 3.02 P

2.50 2 0.05 4.09 2.99 2.50 2.99 P

2.60 2 0.05 4.09 2.96 2.60 2.96 P

2.70 2 0.05 4.09 2.93 2.70 2.93 P

2.80 2 0.05 4.09 2.90 2.80 2.90 P

2.90 2 0.05 4.09 2.88 2.90 2.88 P

3.00 3 0.03 6.13 4.27 3.00 4.27 P

3.10 6 0.02 12.26 8.46 3.10 8.46 P

3.20 6 0.02 12.26 8.38 3.20 8.38 P

3.30 6 0.02 12.26 8.30 3.30 8.30 P

3.40 4 0.03 8.17 5.48 3.40 5.48 P

3.50 5 0.02 10.22 6.79 3.50 6.79 P

3.60 5 0.02 10.22 6.73 3.60 6.73 P

3.70 4 0.03 8.17 5.34 3.70 5.34 P

3.80 5 0.02 10.22 6.61 3.80 6.61 P

3.90 5 0.02 10.22 6.55 3.90 6.55 P

4.00 6 0.02 12.26 7.79 4.00 7.79 P

4.10 8 0.01 16.35 10.30 4.10 10.30 P

4.20 7 0.01 14.30 8.93 4.20 8.93 P

4.30 6 0.02 12.26 7.59 4.30 7.59 P

4.40 6 0.02 12.26 7.53 4.40 7.53 P

4.50 6 0.02 12.26 7.47 4.50 7.47 P

4.60 5 0.02 10.22 6.17 4.60 6.17 P

4.70 4 0.03 8.17 4.89 4.70 4.89 P

4.80 4 0.03 8.17 4.85 4.80 4.85 P

4.90 4 0.03 8.17 4.81 4.90 4.81 P

5.00 4 0.03 8.17 4.78 5.00 4.78 P


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS5

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

5.10 6 0.02 12.26 7.11 5.10 7.11 P

5.20 5 0.02 10.22 5.87 5.20 5.87 P

5.30 5 0.02 10.22 5.83 5.30 5.83 P

5.40 4 0.03 8.17 4.63 5.40 4.63 P

5.50 4 0.03 8.17 4.59 5.50 4.59 P

5.60 4 0.03 8.17 4.55 5.60 4.55 P

5.70 4 0.03 8.17 4.52 5.70 4.52 P

5.80 4 0.03 8.17 4.49 5.80 4.49 P

5.90 5 0.02 10.22 5.56 5.90 5.56 P

6.00 5 0.02 10.22 5.52 6.00 5.52 P

6.10 6.00 5.52 B

6.20 6.00 5.52 B

6.30 6.00 5.52 B

6.40 6.00 5.52 B

6.50 6.00 5.52 B

6.60 6.00 5.52 B

6.70 6.00 5.52 B

6.80 6.00 5.52 B

6.90 6.00 5.52 B

7.00 6.00 5.52 B

7.10 6.00 5.52 B

7.20 6.00 5.52 B

7.30 6.00 5.52 B

7.40 6.00 5.52 B

7.50 6.00 5.52 B

7.60 6.00 5.52 B

7.70 6.00 5.52 B

7.80 6.00 5.52 B

7.90 6.00 5.52 B

8.00 6.00 5.52 B

8.10 6.00 5.52 B

8.20 6.00 5.52 B

8.30 6.00 5.52 B

8.40 6.00 5.52 B

8.50 6.00 5.52 B

8.60 6.00 5.52 B

8.70 6.00 5.52 B

8.80 6.00 5.52 B

8.90 6.00 5.52 B

9.00 6.00 5.52 B

9.10 6.00 5.52 B

9.20 6.00 5.52 B

9.30 6.00 5.52 B

9.40 6.00 5.52 B

9.50 6.00 5.52 B

9.60 6.00 5.52 B

9.70 6.00 5.52 B

9.80 6.00 5.52 B

9.90 6.00 5.52 B

10.00 6.00 5.52 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS5

5.00

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 1 0.10 2.04 1.98 0.10 1.98 P

0.20 1 0.10 2.04 1.95 0.20 1.95 P

0.30 1 0.10 2.04 1.93 0.30 1.93 P

0.40 1 0.10 2.04 1.90 0.40 1.90 P

0.50 1 0.10 2.04 1.88 0.50 1.88 P

0.60 1 0.10 2.04 1.85 0.60 1.85 P

0.70 4 0.03 8.17 7.32 0.70 7.32 P

0.80 3 0.03 6.13 5.42 0.80 5.42 P

0.90 2 0.05 4.09 3.57 0.90 3.57 P

1.00 1 0.10 2.04 1.76 1.00 1.76 P

1.10 2 0.05 4.09 3.49 1.10 3.49 P

1.20 1 0.10 2.04 1.72 1.20 1.72 P

1.30 2 0.05 4.09 3.41 1.30 3.41 P

1.40 1 0.10 2.04 1.68 1.40 1.68 P

1.50 1 0.10 2.04 1.66 1.50 1.66 P

1.60 1 0.10 2.04 1.65 1.60 1.65 P

1.70 2 0.05 4.09 3.26 1.70 3.26 P

1.80 1 0.10 2.04 1.61 1.80 1.61 P

1.90 2 0.05 4.09 3.19 1.90 3.19 P

2.00 1 0.10 2.04 1.58 2.00 1.58 P

2.10 2 0.05 4.09 3.12 2.10 3.12 P

2.20 2 0.05 4.09 3.09 2.20 3.09 P

2.30 2 0.05 4.09 3.05 2.30 3.05 P

2.40 2 0.05 4.09 3.02 2.40 3.02 P

2.50 3 0.03 6.13 4.49 2.50 4.49 P

2.60 2 0.05 4.09 2.96 2.60 2.96 P

2.70 2 0.05 4.09 2.93 2.70 2.93 P

2.80 2 0.05 4.09 2.90 2.80 2.90 P

2.90 2 0.05 4.09 2.88 2.90 2.88 P

3.00 2 0.05 4.09 2.85 3.00 2.85 P

3.10 2 0.05 4.09 2.82 3.10 2.82 P

3.20 2 0.05 4.09 2.79 3.20 2.79 P

3.30 2 0.05 4.09 2.77 3.30 2.77 P

3.40 2 0.05 4.09 2.74 3.40 2.74 P

3.50 2 0.05 4.09 2.72 3.50 2.72 P

3.60 2 0.05 4.09 2.69 3.60 2.69 P

3.70 2 0.05 4.09 2.67 3.70 2.67 P

3.80 2 0.05 4.09 2.64 3.80 2.64 P

3.90 2 0.05 4.09 2.62 3.90 2.62 P

4.00 2 0.05 4.09 2.60 4.00 2.60 P

4.10 2 0.05 4.09 2.58 4.10 2.58 P

4.20 1 0.10 2.04 1.28 4.20 1.28 P

4.30 2 0.05 4.09 2.53 4.30 2.53 P

4.40 1 0.10 2.04 1.25 4.40 1.25 P

4.50 1 0.10 2.04 1.24 4.50 1.24 P

4.60 1 0.10 2.04 1.23 4.60 1.23 P

4.70 2 0.05 4.09 2.45 4.70 2.45 P

4.80 1 0.10 2.04 1.21 4.80 1.21 P

4.90 2 0.05 4.09 2.41 4.90 2.41 P

5.00 1 0.10 2.04 1.19 5.00 1.19 P


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS6

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

5.10 2 0.05 4.09 2.37 5.10 2.37 P

5.20 2 0.05 4.09 2.35 5.20 2.35 P

5.30 1 0.10 2.04 1.17 5.30 1.17 P

5.40 2 0.05 4.09 2.31 5.40 2.31 P

5.50 2 0.05 4.09 2.29 5.50 2.29 P

5.60 1 0.10 2.04 1.14 5.60 1.14 P

5.70 2 0.05 4.09 2.26 5.70 2.26 P

5.80 3 0.03 6.13 3.36 5.80 3.36 P

5.90 3 0.03 6.13 3.34 5.90 3.34 P

6.00 3 0.03 6.13 3.31 6.00 3.31 P

6.10 6.00 3.31 B

6.20 6.00 3.31 B

6.30 6.00 3.31 B

6.40 6.00 3.31 B

6.50 6.00 3.31 B

6.60 6.00 3.31 B

6.70 6.00 3.31 B

6.80 6.00 3.31 B

6.90 6.00 3.31 B

7.00 6.00 3.31 B

7.10 6.00 3.31 B

7.20 6.00 3.31 B

7.30 6.00 3.31 B

7.40 6.00 3.31 B

7.50 6.00 3.31 B

7.60 6.00 3.31 B

7.70 6.00 3.31 B

7.80 6.00 3.31 B

7.90 6.00 3.31 B

8.00 6.00 3.31 B

8.10 6.00 3.31 B

8.20 6.00 3.31 B

8.30 6.00 3.31 B

8.40 6.00 3.31 B

8.50 6.00 3.31 B

8.60 6.00 3.31 B

8.70 6.00 3.31 B

8.80 6.00 3.31 B

8.90 6.00 3.31 B

9.00 6.00 3.31 B

9.10 6.00 3.31 B

9.20 6.00 3.31 B

9.30 6.00 3.31 B

9.40 6.00 3.31 B

9.50 6.00 3.31 B

9.60 6.00 3.31 B

9.70 6.00 3.31 B

9.80 6.00 3.31 B

9.90 6.00 3.31 B

10.00 6.00 3.31 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.82

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS6

5.00

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.40 1.99 T

0.20 0.40 1.99 T

0.30 0.40 1.99 T

0.40 1 0.10 2.14 1.99 0.40 1.99 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 1 0.10 2.14 1.94 0.60 1.94 P

0.70 2 0.05 4.29 3.84 0.70 3.84 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 3 0.03 6.43 5.62 0.90 5.62 P

1.00 3 0.03 6.43 5.55 1.00 5.55 P

1.10 3 0.03 6.43 5.49 1.10 5.49 P

1.20 4 0.03 8.57 7.23 1.20 7.23 P

1.30 4 0.03 8.57 7.15 1.30 7.15 P

1.40 4 0.03 8.57 7.06 1.40 7.06 P

1.50 4 0.03 8.57 6.98 1.50 6.98 P

1.60 4 0.03 8.57 6.91 1.60 6.91 P

1.70 4 0.03 8.57 6.83 1.70 6.83 P

1.80 3 0.03 6.43 5.07 1.80 5.07 P

1.90 3 0.03 6.43 5.01 1.90 5.01 P

2.00 3 0.03 6.43 4.96 2.00 4.96 P

2.10 4 0.03 8.57 6.54 2.10 6.54 P

2.20 4 0.03 8.57 6.47 2.20 6.47 P

2.30 4 0.03 8.57 6.41 2.30 6.41 P

2.40 3 0.03 6.43 4.76 2.40 4.76 P

2.50 4 0.03 8.57 6.28 2.50 6.28 P

2.60 4 0.03 8.57 6.21 2.60 6.21 P

2.70 3 0.03 6.43 4.61 2.70 4.61 P

2.80 3 0.03 6.43 4.57 2.80 4.57 P

2.90 4 0.03 8.57 6.03 2.90 6.03 P

3.00 4 0.03 8.57 5.97 3.00 5.97 P

3.10 3.00 5.97 B

3.20 3.00 5.97 B

3.30 3.00 5.97 B

3.40 3.00 5.97 B

3.50 3.00 5.97 B

3.60 3.00 5.97 B

3.70 3.00 5.97 B

3.80 3.00 5.97 B

3.90 3.00 5.97 B

4.00 3.00 5.97 B

4.10 3.00 5.97 B

4.20 3.00 5.97 B

4.30 3.00 5.97 B

4.40 3.00 5.97 B

4.50 3.00 5.97 B

4.60 3.00 5.97 B

4.70 3.00 5.97 B

4.80 3.00 5.97 B

4.90 3.00 5.97 B

5.00 3.00 5.97 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS7

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 4 0.03 8.57 7.97 0.40 7.97 P

0.50 5 0.02 10.71 9.84 0.50 9.84 P

0.60 4 0.03 8.57 7.77 0.60 7.77 P

0.70 2 0.05 4.29 3.84 0.70 3.84 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 1 0.10 2.14 1.87 0.90 1.87 P

1.00 1 0.10 2.14 1.85 1.00 1.85 P

1.10 1 0.10 2.14 1.83 1.10 1.83 P

1.20 1 0.10 2.14 1.81 1.20 1.81 P

1.30 1 0.10 2.14 1.79 1.30 1.79 P

1.40 1 0.10 2.14 1.77 1.40 1.77 P

1.50 1 0.10 2.14 1.75 1.50 1.75 P

1.60 3 0.03 6.43 5.18 1.60 5.18 P

1.70 1 0.10 2.14 1.71 1.70 1.71 P

1.80 1 0.10 2.14 1.69 1.80 1.69 P

1.90 1 0.10 2.14 1.67 1.90 1.67 P

2.00 1 0.10 2.14 1.65 2.00 1.65 P

2.10 2 0.05 4.29 3.27 2.10 3.27 P

2.20 1 0.10 2.14 1.62 2.20 1.62 P

2.30 2 0.05 4.29 3.20 2.30 3.20 P

2.40 2 0.05 4.29 3.17 2.40 3.17 P

2.50 2 0.05 4.29 3.14 2.50 3.14 P

2.60 2 0.05 4.29 3.11 2.60 3.11 P

2.70 2 0.05 4.29 3.08 2.70 3.08 P

2.80 2 0.05 4.29 3.05 2.80 3.05 P

2.90 2 0.05 4.29 3.02 2.90 3.02 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 2 0.05 4.29 2.96 3.10 2.96 P

3.20 3 0.03 6.43 4.40 3.20 4.40 P

3.30 2 0.05 4.29 2.90 3.30 2.90 P

3.40 3 0.03 6.43 4.31 3.40 4.31 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 2 0.05 4.29 2.82 3.60 2.82 P

3.70 3 0.03 6.43 4.20 3.70 4.20 P

3.80 4 0.03 8.57 5.55 3.80 5.55 P

3.90 4 0.03 8.57 5.50 3.90 5.50 P

4.00 4 0.03 8.57 5.45 4.00 5.45 P

4.10 4.00 5.45 B

4.20 4.00 5.45 B

4.30 4.00 5.45 B

4.40 4.00 5.45 B

4.50 4.00 5.45 B

4.60 4.00 5.45 B

4.70 4.00 5.45 B

4.80 4.00 5.45 B

4.90 4.00 5.45 B

5.00 4.00 5.45 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS8

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 1 0.10 2.14 1.99 0.40 1.99 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 1 0.10 2.14 1.94 0.60 1.94 P

0.70 1 0.10 2.14 1.92 0.70 1.92 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 1 0.10 2.14 1.87 0.90 1.87 P

1.00 1 0.10 2.14 1.85 1.00 1.85 P

1.10 1 0.10 2.14 1.83 1.10 1.83 P

1.20 1 0.10 2.14 1.81 1.20 1.81 P

1.30 1 0.10 2.14 1.79 1.30 1.79 P

1.40 1 0.10 2.14 1.77 1.40 1.77 P

1.50 1 0.10 2.14 1.75 1.50 1.75 P

1.60 1 0.10 2.14 1.73 1.60 1.73 P

1.70 1 0.10 2.14 1.71 1.70 1.71 P

1.80 1 0.10 2.14 1.69 1.80 1.69 P

1.90 1 0.10 2.14 1.67 1.90 1.67 P

2.00 1 0.10 2.14 1.65 2.00 1.65 P

2.10 1 0.10 2.14 1.64 2.10 1.64 P

2.20 1 0.10 2.14 1.62 2.20 1.62 P

2.30 2 0.05 4.29 3.20 2.30 3.20 P

2.40 1 0.10 2.14 1.59 2.40 1.59 P

2.50 1 0.10 2.14 1.57 2.50 1.57 P

2.60 2 0.05 4.29 3.11 2.60 3.11 P

2.70 1 0.10 2.14 1.54 2.70 1.54 P

2.80 2 0.05 4.29 3.05 2.80 3.05 P

2.90 1 0.10 2.14 1.51 2.90 1.51 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 2 0.05 4.29 2.96 3.10 2.96 P

3.20 2 0.05 4.29 2.93 3.20 2.93 P

3.30 1 0.10 2.14 1.45 3.30 1.45 P

3.40 2 0.05 4.29 2.88 3.40 2.88 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 2 0.05 4.29 2.82 3.60 2.82 P

3.70 2 0.05 4.29 2.80 3.70 2.80 P

3.80 2 0.05 4.29 2.77 3.80 2.77 P

3.90 2 0.05 4.29 2.75 3.90 2.75 P

4.00 2 0.05 4.29 2.72 4.00 2.72 P

4.10 2 0.05 4.29 2.70 4.10 2.70 P

4.20 2 0.05 4.29 2.68 4.20 2.68 P

4.30 2 0.05 4.29 2.65 4.30 2.65 P

4.40 2 0.05 4.29 2.63 4.40 2.63 P

4.50 2 0.05 4.29 2.61 4.50 2.61 P

4.60 2 0.05 4.29 2.59 4.60 2.59 P

4.70 2 0.05 4.29 2.57 4.70 2.57 P

4.80 2 0.05 4.29 2.55 4.80 2.55 P

4.90 2 0.05 4.29 2.52 4.90 2.52 P

5.00 2 0.05 4.29 2.50 5.00 2.50 P


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS9

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 2 0.05 4.29 3.99 0.40 3.99 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 2 0.05 4.29 3.89 0.60 3.89 P

0.70 4 0.03 8.57 7.68 0.70 7.68 P

0.80 2 0.05 4.29 3.79 0.80 3.79 P

0.90 2 0.05 4.29 3.75 0.90 3.75 P

1.00 1 0.10 2.14 1.85 1.00 1.85 P

1.10 1 0.10 2.14 1.83 1.10 1.83 P

1.20 1 0.10 2.14 1.81 1.20 1.81 P

1.30 1 0.10 2.14 1.79 1.30 1.79 P

1.40 1 0.10 2.14 1.77 1.40 1.77 P

1.50 2 0.05 4.29 3.49 1.50 3.49 P

1.60 1 0.10 2.14 1.73 1.60 1.73 P

1.70 1 0.10 2.14 1.71 1.70 1.71 P

1.80 1 0.10 2.14 1.69 1.80 1.69 P

1.90 1 0.10 2.14 1.67 1.90 1.67 P

2.00 1 0.10 2.14 1.65 2.00 1.65 P

2.10 2 0.05 4.29 3.27 2.10 3.27 P

2.20 1 0.10 2.14 1.62 2.20 1.62 P

2.30 2 0.05 4.29 3.20 2.30 3.20 P

2.40 2 0.05 4.29 3.17 2.40 3.17 P

2.50 2 0.05 4.29 3.14 2.50 3.14 P

2.60 2 0.05 4.29 3.11 2.60 3.11 P

2.70 2 0.05 4.29 3.08 2.70 3.08 P

2.80 2 0.05 4.29 3.05 2.80 3.05 P

2.90 1 0.10 2.14 1.51 2.90 1.51 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 3 0.03 6.43 4.44 3.10 4.44 P

3.20 2 0.05 4.29 2.93 3.20 2.93 P

3.30 2 0.05 4.29 2.90 3.30 2.90 P

3.40 3 0.03 6.43 4.31 3.40 4.31 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 2 0.05 4.29 2.82 3.60 2.82 P

3.70 2 0.05 4.29 2.80 3.70 2.80 P

3.80 2 0.05 4.29 2.77 3.80 2.77 P

3.90 2 0.05 4.29 2.75 3.90 2.75 P

4.00 3 0.03 6.43 4.09 4.00 4.09 P

4.10 4.00 4.09 B

4.20 4.00 4.09 B

4.30 4.00 4.09 B

4.40 4.00 4.09 B

4.50 4.00 4.09 B

4.60 4.00 4.09 B

4.70 4.00 4.09 B

4.80 4.00 4.09 B

4.90 4.00 4.09 B

5.00 4.00 4.09 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS10

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)




Depth

(mbgl)

Blows (per

100mm)

Average

Penetration

per Blow

(m)

Unit Point

Resistance

(MPa)

Dynamic

Point

Resistance

(MPa)

Depth Dynamic

Point

Resistance

(MPa)

0.10 0.20 2.05 T

0.20 1 0.10 2.14 2.05 0.20 2.05 P

0.30 1 0.10 2.14 2.02 0.30 2.02 P

0.40 3 0.03 6.43 5.98 0.40 5.98 P

0.50 1 0.10 2.14 1.97 0.50 1.97 P

0.60 1 0.10 2.14 1.94 0.60 1.94 P

0.70 1 0.10 2.14 1.92 0.70 1.92 P

0.80 1 0.10 2.14 1.90 0.80 1.90 P

0.90 1 0.10 2.14 1.87 0.90 1.87 P

1.00 1 0.10 2.14 1.85 1.00 1.85 P

1.10 1 0.10 2.14 1.83 1.10 1.83 P

1.20 1 0.10 2.14 1.81 1.20 1.81 P

1.30 2 0.05 4.29 3.57 1.30 3.57 P

1.40 1 0.10 2.14 1.77 1.40 1.77 P

1.50 1 0.10 2.14 1.75 1.50 1.75 P

1.60 1 0.10 2.14 1.73 1.60 1.73 P

1.70 1 0.10 2.14 1.71 1.70 1.71 P

1.80 1 0.10 2.14 1.69 1.80 1.69 P

1.90 1 0.10 2.14 1.67 1.90 1.67 P

2.00 1 0.10 2.14 1.65 2.00 1.65 P

2.10 1 0.10 2.14 1.64 2.10 1.64 P

2.20 2 0.05 4.29 3.24 2.20 3.24 P

2.30 1 0.10 2.14 1.60 2.30 1.60 P

2.40 1 0.10 2.14 1.59 2.40 1.59 P

2.50 2 0.05 4.29 3.14 2.50 3.14 P

2.60 1 0.10 2.14 1.55 2.60 1.55 P

2.70 1 0.10 2.14 1.54 2.70 1.54 P

2.80 2 0.05 4.29 3.05 2.80 3.05 P

2.90 2 0.05 4.29 3.02 2.90 3.02 P

3.00 2 0.05 4.29 2.99 3.00 2.99 P

3.10 2 0.05 4.29 2.96 3.10 2.96 P

3.20 1 0.10 2.14 1.47 3.20 1.47 P

3.30 3 0.03 6.43 4.35 3.30 4.35 P

3.40 2 0.05 4.29 2.88 3.40 2.88 P

3.50 2 0.05 4.29 2.85 3.50 2.85 P

3.60 4 0.03 8.57 5.65 3.60 5.65 P

3.70 3 0.03 6.43 4.20 3.70 4.20 P

3.80 2 0.05 4.29 2.77 3.80 2.77 P

3.90 3 0.03 6.43 4.12 3.90 4.12 P

4.00 3 0.03 6.43 4.09 4.00 4.09 P

4.10 4.00 4.09 B

4.20 4.00 4.09 B

4.30 4.00 4.09 B

4.40 4.00 4.09 B

4.50 4.00 4.09 B

4.60 4.00 4.09 B

4.70 4.00 4.09 B

4.80 4.00 4.09 B

4.90 4.00 4.09 B

5.00 4.00 4.09 B


Fall Height 0.76 m

Cone Area 0.0019 m2

Etheor 473 J

Energy Ratio 0.86

Anvil Mass 1.25 kg

Rod Mass 8.79 kg/m




WS11

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

3.80

4.00

4.20

4.40

4.60

4.80

5.00

0.00 5.00 10.00 15.00 20.00 25.00 30.00

De

pth

(m

bg

l)


WS4Report

No.:

Pu

mp

Tim

e

secs Methane

(CH4) %

Carbon

Dioxide

(CO2) %

Oxygen

(O2) %

Carbon

Monoxide

(CO)*

ppm

Hydrogen

Sulphide

(H2S)*

ppm

15 0.0 0.7 20.1

30 0.0 0.7 20.1

45 0.0 0.7 19.9

60 0.0 0.7 19.8 0 0 n/a

15

30

45

60

15

30

45

60

PID

Read

ing

pp

m

Ho

le D

ep

th

(m

)

Atm

osp

heric

Pressu

re

Tren

d


Borehole/ standpipe

Location:Site Name:

Proposed Lidl Store, Honeywood

Parkway, Whitfield, Dover

Gas P

ressu

re

(m

b)

TimeDate

Vis

it

No

.

Em

issio

n

Rate

(l/

hr)

Atm

os.

Pressu

re

(m

b)

Gas Content

Sta

nd

ing

Wate

r D

ep

th

(m

)

R16-11389

2.00 Rising1010 Dry1 04/05/16 07:30:00 0 0.0

WS5Report

No.:

Pu

mp

Tim

e

secs Methane

(CH4) %

Carbon

Dioxide

(CO2) %

Oxygen

(O2) %

Carbon

Monoxide

(CO)*

ppm

Hydrogen

Sulphide

(H2S)*

ppm

15 0.0 0.7 20.1

30 0.0 0.7 20.1

45 0.0 0.7 19.9

60 0.0 0.7 19.8 0 0 n/a

15

30

45

60

15

30

45

60

Atm

os.

Pressu

re

(m

b)


Site Name:Proposed Lidl Store, Honeywood


Borehole/ standpipe

Location:R16-11389

Vis

it

No

.

Date Time

Gas P

ressu

re

(m

b)

Em

issio

n

Rate

(l/

hr)

Gas Content

PID

Read

ing

pp

m

Sta

nd

ing

Wate

r D

ep

th

(m

)

Ho

le D

ep

th

(m

)

1 04/05/16 07:40:00 0 0.0 1010 Dry 2.00

Atm

osp

heric

Pressu

re

Tren

d

Rising

WS6Report

No.:

Pu

mp

Tim

e

secs Methane

(CH4) %

Carbon

Dioxide

(CO2) %

Oxygen

(O2) %

Carbon

Monoxide

(CO)*

ppm

Hydrogen

Sulphide

(H2S)*

ppm

15 0.0 0.7 20.1

30 0.0 0.7 20.1

45 0.0 0.7 19.9

60 0.0 0.7 19.8 0 0 n/a

15

30

45

60

15

30

45

60

Atm

os.

Pressu

re

(m

b)


Site Name:Proposed Lidl Store, Honeywood


Borehole/ standpipe

Location:R16-11389

Vis

it

No

.

Date Time

Gas P

ressu

re

(m

b)

Em

issio

n

Rate

(l/

hr)

Gas Content

PID

Read

ing

pp

m

Sta

nd

ing

Wate

r D

ep

th

(m

)

Ho

le D

ep

th

(m

)

1 04/05/16 07:35:00 0 0.0 1010 Dry 2.00

Atm

osp

heric

Pressu

re

Tren

d

Rising

R16-11389

APPENDIX C

Geotechnical Laboratory Testing Notes Geotechnical Test Results

Contamination Test Results

of 2

GEOTECHNICAL LABORATORY TESTING NOTES

1 Soil Description

Description and classification of soils has been carried out using as a general basis the British StandardGeotechnical investigation and testing – Identification and classification of soil, Part 1 Identification anddescription (BS EN ISO 14688-1:2002+A1:2013) and Part 2 Principles of classification (BS EN 14688-2:2004 +A1:2013) as well as the BS5930:2015 code of Practice for Ground Investigations.

2 Index TestsIndex (Atterberg Limit) tests are undertaken on samples of fine grained soils provide the primaryinformation for the classification of fine grained soils.

Fine grained soil is tested to determine its liquid and plastic limits, which are moisture contents thatdefine boundaries between material consistency states. These tests are used to evaluate indices usedfor soil identification and to help determine the shrinkage and swelling characteristics of the soil underconditions of changing moisture content. The tests are carried out in accordance with BS1377: Part 2:1990 + A1:1996 Classification tests.

The consistency index is derived from the Index Tests and is summarized in the following table. Thesedivisions may be approximate, particularly for low plasticity soils. The consistency recorded on the soilclassification summary is derived from the consistency index.

Consistency Consistency Index

Very Soft <0.25Soft 0.25 to 0.50Firm 0.50 to 0.75Stiff 0.75 to 1.00Very Stiff >1.00

3 Particle Size Distribution TestsSieve analyses are carried out soil samples to establish their particle size distribution that can assist inthe assessment of the permeability and classification of granular soils.

The tests are carried out in accordance with BS1377: Part 2: 1990 + A1:1996 Classification tests.

4 Natural Moisture/ Saturated Moisture Content Determination of ChalkThe results of natural moisture or saturated moisture content tests of disturbed samples of chalk areused to assist in the classification of the chalk to determine key geotechnical parameters of strength,density and crushing properties.

The tests are carried out in accordance with BS1377: Part 2: 1990 + A1:1996 Classification tests.

5 Soil Suction TestingSoil suction tests are undertaken for the determination of the state of desiccation in clay soils.

The testing is carried out in accordance with the Building Research Establishment Information PaperIP4/93, dated February 1993.

6 Triaxial Compression TestsUndrained triaxial compression tests are carried out on undisturbed samples of cohesive soil in order toassist in the determination of the undrained shear strength of the soil. The results of moisture contentand density determinations are also included.

The tests are carried out in accordance with BS1377: Part 7: 1990 + A1:1994 Shear strength tests (totalstress).

of 2

7 Shear Vane and Hand Penetrometer TestingUndisturbed samples are tested in the laboratory using a Geonor Hand Shear Vane for thedetermination of their undrained shear strength.

The vane tests are carried out in general accordance with BS1377: Part 7: 1990 + A1:1994 Shearstrength tests (total stress).

8 One Dimensional Consolidation TestsOne-dimensional consolidation tests are performed on undisturbed soil samples to ascertain theirsettlement characteristics.

The tests are carried out in accordance with BS1377: Part 5: 1990 + A1:1994 Compressibility,Permeability and Durability tests.

9 Dry Density / Moisture Content Relationship (Compaction) TestingCompaction testing for the determination of the dry density / moisture content relationship is carried outon using either a 2.5kg, 4.5kg hammer or a vibrating hammer.

The tests are carried out in accordance with the British Standard BS1377: Part 4: 1990 + A1 & A2:2002Compaction-related tests.

10 California Bearing RatioThe soil is usually compacted at the as dug “natural” moisture content and often at moisture contentsaround the natural moisture content.

The California bearing ratio is determined in accordance with the British Standard BS1377: Part 4: 1990+ A1 & A2:2002 Compaction related tests.

11 Chemical TestingSoil samples are tested for their concentration of water soluble sulphate and pH for use in concrete mixdesign.

Water samples are tested for total sulphate concentration and pH value.

Where a water soluble sulphate content in soils or a total sulphate content in groundwater exceeds3000mg/l SO4 the magnesium sulphate content of the samples is required to be determined (BRESpecial Digest 1:2005).

Job No:

Sheet No:

SOIL CLASSIFICATION SUMMARY

WS1 0.50 20 42 19 23 CI 0.96* 100

WS10 1.20 22 37 20 17 CI 0.88* 100

WS2 0.80 23 39 20 19 CI 0.84* 100

WS3 1.20 32 73 26 47 CV 0.87* 100

WS4 0.70 24 31 20 11 CL 0.64* 100

WS5 1.50 20 46 19 27 CI 0.96* 100

WS6 1.40 33 83 23 60 CV 0.83* 100

WS7 0.70 32 88 26 62 CV 0.90* 100

* Consistency index based on natural moisture content and not the equivalent moisture content.

Test Method: Classification Tests BS1377: Part 2: 1990: Method 4.4, 5.3 and 5.4

Stiff dark orange brown slightly sandy

CLAY.

Stiff dark brown slightly sandy CLAY.

Stiff dark brown slightly sandy CLAY.

Firm orange brown sandy CLAY.

Stiff orange brown slightly sandy

CLAY.

Stiff dark orange brown slightly sandy

CLAY.

Stiff dark brown sandy CLAY.

Stiff dark orange brown sandy CLAY.

Cons.

Index

(Ic )

%

passing

425 µm

sieve

Visual Description of SampleW l

%

Wp

%

Ip

%

BH/TP

No.Depth (m)

Nat.

Moist.

Cont.

(w %)

Equiv.

Moist.

Cont.

(wa %)

Atterberg Limits

Class'n

Swanborough Farm

Swanborough

Lewes, East Sussex

BN73PF


Geotechnical and Geoenvironmental Engineers

Site: Proposed Lidl Store, Honeywood Parkway, Whitfield, Dover, KentR16-11389

1

Job No:

Sheet No:

MOISTURE CONTENT SUMMARY

Test Method: Moisture Content BS1377: Part 2: 1990 3.2

WS7 1.70 34 CHALK clasts


WS6 5.90 33 Brown CLAY

WS5 6.00 24 Comminuted CHALK


WS3 6.00 26 Comminuted CHALK

BH/TP No. Depth (m)Natural Moisture Content

(w %)Visual Description of Sample Remarks


Swanborough Farm

Swanborough

Lewes, East Sussex

BN73PF


Geotechnical and Geoenvironmental Engineers

Site: Proposed Lidl Store, Honeywood Parkway, Whitfield, Dover, KentR16-11389

1

Alex Bewick QTS Environmental Ltd

Ashdown Site Investigations Ltd Unit 1

Rose Lane Industrial Estate

Rose Lane

Lenham Heath

Kent

ME17 2JN

t: 01622 [email protected]

Site Reference: Lidl, Dover

Project / Job Ref: R16-11389

Order No: 3519

Sample Receipt Date: 25/04/2016

Sample Scheduled Date: 26/04/2016

Report Issue Number: 1

Reporting Date: 03/05/2016

Authorised by: Authorised by:

Russell Jarvis Kevin Old

Associate Director of Client Services Associate Director of Laboratory

On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd

The Old Dairy

Swanborough Farm

Swanborough

Lewes

East Sussex

BN7 3PF

QTS Environmental Report No: 16-43508

QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 5

mailto:[email protected]

21/04/16 21/04/16 21/04/16 21/04/16 21/04/16

None Supplied None Supplied None Supplied None Supplied None Supplied

WS3 WS3 WS4 WS5 WS5


1.20 2.20 3.40 0.70 4.40

203764 203765 203766 203767 203768

Determinand Unit RL Accreditation

pH pH Units N/a MCERTS 8.2 7.9 7.4 7.4 7.6

W/S Sulphate as SO4 (2:1) mg/l < 10 MCERTS 13 < 10 < 10 < 10 20

W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.01 < 0.01 < 0.01 < 0.01 0.02

W/S Chloride (2:1) mg/kg < 1 MCERTS 8 6 8 6 8

W/S Chloride (2:1) mg/l < 0.5 MCERTS 4.1 3.2 3.9 3.2 4.2

Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS 9 11 20 14 9

Water Soluble Nitrate (2:1) as NO3 mg/l < 1.5 MCERTS 4.3 5.7 9.8 6.9 4.7

W/S Magnesium mg/l < 0.1 NONE 1.1 0.7 1.3 0.6 2.5

Analytical results are expressed on a dry weight basis where samples are assisted-dried at less than 30OC

Subcontracted analysis (S)

Kent ME17 2JN

QTS Environmental Ltd '

Unit 1, Rose Lane Industrial Estate

Rose Lane

Lenham Heath

Maidstone

Soil Analysis Certificate

QTS Environmental Report No: 16-43508 Date Sampled

Ashdown Site Investigations Ltd Time Sampled

Reporting Date: 03/05/2016 QTSE Sample No

Analysis carried out on the dried sample is corrected for the stone content

Site Reference: Lidl, Dover TP / BH No

Project / Job Ref: R16-11389 Additional Refs

Order No: 3519 Depth (m)

Tel : 01622 850410 '


21/04/16 21/04/16 21/04/16

None Supplied None Supplied None Supplied

WS6 WS2 WS11

None Supplied None Supplied None Supplied

0.20 0.20 1.95

203769 203770 203771


pH pH Units N/a MCERTS 7.4 7.4 7.8

W/S Sulphate as SO4 (2:1) mg/l < 10 MCERTS 14 < 10 < 10

W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.01 < 0.01 < 0.01

W/S Chloride (2:1) mg/kg < 1 MCERTS 19 10 9

W/S Chloride (2:1) mg/l < 0.5 MCERTS 9.7 5.1 4.3

Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS 35 18 14

Water Soluble Nitrate (2:1) as NO3 mg/l < 1.5 MCERTS 17.6 9 6.8

W/S Magnesium mg/l < 0.1 NONE 1.1 0.5 0.7





Rose Lane

Lenham Heath

Maidstone

Kent ME17 2JN

Tel : 01622 850410 '






Site Reference: Lidl, Dover TP / BH No


Order No: 3519 Depth (m)


QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture

Content (%)

203764 WS3 None Supplied 1.20 20.7

203765 WS3 None Supplied 2.20 23







Moisture content is part of procedure E003 & is not an accredited testInsufficient Sample

I/S

Unsuitable Sample U/S

Kent ME17 2JN

QTS Environmental Ltd


Rose Lane

Lenham Heath

Maidstone

Light brown clay

Tel : 01622 850410 '

Soil Analysis Certificate - Sample Descriptions


Ashdown Site Investigations Ltd



Order No: 3519


Sample Matrix Description

Brown clay

White chalk

Light brown clay

Brown clay

Brown clay with stones

Brown clay

White chalk


Matrix Analysed

On

Determinand Brief Method Description Method

No

Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012

Soil AR BTEX Determination of BTEX by headspace GC-MS E001

Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002

Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E009

Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of

1,5 diphenylcarbazide followed by colorimetryE016

Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015

Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015

Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015

Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E011

Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004

Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by

electrometric measurementE022

Soil AR Electrical Conductivity Determination of electrical conductivity by addition of water followed by electrometric measurement E023

Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by GC-MS E020

Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004

Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004

Soil AREPH TEXAS (C6-C8, C8-C10, C10-C12,

C12-C16, C16-C21, C21-C40)

Determination of acetone/hexane extractable hydrocarbons by GC-FID for C8 to C40. C6 to C8 by

headspace GC-MSE004

Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E009

Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by

titration with iron (II) sulphateE010

Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle

furnaceE019

Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025

Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002

Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004

Soil AR Moisture Content Moisture content; determined gravimetrically E003

Soil D Nitrate - Water Soluble (2:1) Determination of nitrate by extraction with water & analysed by ion chromatography E009

Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron

(II) sulphateE010

Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the

use of surrogate and internal standardsE005

Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008

Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E011

Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007

Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E021

Soil D Phosphate - Water Soluble (2:1) Determination of phosphate by extraction with water & analysed by ion chromatography E009

Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013

Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of sulphate by extraction with water & analysed by ion chromatography E009

Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014

Soil AR Sulphide Determination of sulphide by distillation followed by colorimetry E018

Soil D Sulphur - Total Determination of total sulphur by extraction with aqua-regia followed by ICP-OES E024

Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-

MSE006

Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by

addition of ferric nitrate followed by colorimetryE017

Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E011

Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron

(II) sulphateE010

Soil AR

TPH CWG (ali: C5- C6, C6-C8, C8-C10,

C10-C12, C12-C16, C16-C21, C21-C34,

aro: C5-C7, C7-C8, C8-C10, C10-C12,

C12-C16, C16-C21, C21-C35)

Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge

for C8 to C35. C5 to C8 by headspace GC-MSE004

Soil AR

TPH LQM (ali: C5-C6, C6-C8, C8-C10, C10-

C12, C12-C16, C16-C35, C35-C44, aro:

C5-C7, C7-C8, C8-C10, C10-C12, C12-

C16, C16-C21, C21-C35, C35-C44)



Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001

Soil AR VPH (C6-C8 & C8-C10) Determination of hydrocarbons C6-C8 by headspace GC-MS & C8-C10 by GC-FID E001

D Dried

AR As Received

Kent ME17 2JN



Rose Lane

Lenham Heath

Maidstone

Order No: 3519


Tel : 01622 850410 '

Soil Analysis Certificate - Methodology & Miscellaneous Information






Alex Bewick QTS Environmental Ltd

Ashdown Site Investigations Ltd Unit 1

Rose Lane Industrial Estate

Rose Lane

Lenham Heath

Kent

ME17 2JN

t: 01622 [email protected]

Site Reference: Proposed Lidl Store, Dover Business Park, Dover


Order No: P16-3520

Sample Receipt Date: 25/04/2016

Sample Scheduled Date: 26/04/2016

Report Issue Number: 1


Authorised by: Authorised by:

Russell Jarvis Kevin Old

Associate Director of Client Services Associate Director of Laboratory

On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd

The Old Dairy

Swanborough Farm

Swanborough

Lewes

East Sussex

BN7 3PF



mailto:[email protected]

21/04/16 21/04/16 21/04/16 21/04/16 21/04/16


WS1 WS3 WS7 WS9 WS10


0.20 0.20 0.20 0.20 0.20

203689 203690 203691 203692 203693


Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected

pH pH Units N/a MCERTS 7.6 7.7 7.5 7.6 7.6

Organic Matter % < 0.1 MCERTS 2.2 2.1 1.4 2.1 2.5

Arsenic (As) mg/kg < 2 MCERTS 10 8 8 8 8

W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1

Cadmium (Cd) mg/kg < 0.2 MCERTS 0.2 < 0.2 < 0.2 < 0.2 0.2

Chromium (Cr) mg/kg < 2 MCERTS 26 23 26 23 21

Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2 < 2

Copper (Cu) mg/kg < 4 MCERTS 9 8 7 8 9

Lead (Pb) mg/kg < 3 MCERTS 23 19 12 19 21

Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1

Nickel (Ni) mg/kg < 3 MCERTS 17 13 15 13 12

Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3

Zinc (Zn) mg/kg < 3 MCERTS 52 47 48 48 47

Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2 < 2


This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.

The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.

Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.

Asbestos Analyst: Marcus Jones

RL: Reporting Limit

Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).


Kent ME17 2JN



Rose Lane

Lenham Heath

Maidstone

Tel : 01622 850410 '






The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk

Materials; Asbestos in Soils/Sediments (fibre screening and identification)

Site Reference: Proposed Lidl Store, Dover Business

Park, Dover

TP / BH No


Order No: P16-3520 Depth (m)


21/04/16 21/04/16 21/04/16 21/04/16 21/04/16




0.20 0.20 0.20 0.20 0.20

203689 203690 203691 203692 203693


Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Phenanthrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Chrysene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Benzo(ghi)perylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 < 1.6 < 1.6


Kent ME17 2JN



Rose Lane

Lenham Heath

Maidstone

Tel : 01622 850410 '

Soil Analysis Certificate - Speciated PAHs




Site Reference: Proposed Lidl Store, Dover

Business Park, Dover

TP / BH No




21/04/16 21/04/16 21/04/16 21/04/16 21/04/16




0.20 0.20 0.20 0.20 0.20

203689 203690 203691 203692 203693


EPH (>C8 - C10) mg/kg < 1 MCERTS < 1 < 1 < 1 < 1 < 1





EPH (C8 - C40) mg/kg < 6 MCERTS < 6 < 6 < 6 < 6 < 6


Kent ME17 2JN



Rose Lane

Lenham Heath

Maidstone

Tel : 01622 850410 '

Soil Analysis Certificate - EPH Banded (Type F)




Site Reference: Proposed Lidl Store, Dover

Business Park, Dover

TP / BH No




QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture

Content (%)






Moisture content is part of procedure E003 & is not an accredited testInsufficient Sample

I/S

Unsuitable Sample U/S




Rose Lane

Lenham Heath

Maidstone

Kent ME17 2JN

Tel : 01622 850410 '

Soil Analysis Certificate - Sample Descriptions




Brown clay

Brown clay

Order No: P16-3520


Sample Matrix Description

Brown clay

Brown sandy clay

Brown clay with stones


Matrix Analysed

On

Determinand Brief Method Description Method

No

Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012

Soil AR BTEX Determination of BTEX by headspace GC-MS E001

Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002

Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E009

Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of

1,5 diphenylcarbazide followed by colorimetryE016

Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015

Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015

Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015

Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E011

Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004

Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by

electrometric measurementE022

Soil AR Electrical Conductivity Determination of electrical conductivity by addition of water followed by electrometric measurement E023

Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by GC-MS E020

Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004

Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004

Soil AREPH TEXAS (C6-C8, C8-C10, C10-C12,

C12-C16, C16-C21, C21-C40)

Determination of acetone/hexane extractable hydrocarbons by GC-FID for C8 to C40. C6 to C8 by

headspace GC-MSE004

Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E009

Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by

titration with iron (II) sulphateE010

Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle

furnaceE019

Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025

Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002

Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004

Soil AR Moisture Content Moisture content; determined gravimetrically E003

Soil D Nitrate - Water Soluble (2:1) Determination of nitrate by extraction with water & analysed by ion chromatography E009

Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron

(II) sulphateE010

Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the

use of surrogate and internal standardsE005

Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008

Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E011

Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007

Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E021

Soil D Phosphate - Water Soluble (2:1) Determination of phosphate by extraction with water & analysed by ion chromatography E009

Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013

Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of sulphate by extraction with water & analysed by ion chromatography E009

Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014

Soil AR Sulphide Determination of sulphide by distillation followed by colorimetry E018

Soil D Sulphur - Total Determination of total sulphur by extraction with aqua-regia followed by ICP-OES E024

Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-

MSE006

Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by

addition of ferric nitrate followed by colorimetryE017

Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E011

Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron

(II) sulphateE010

Soil AR

TPH CWG (ali: C5- C6, C6-C8, C8-C10,

C10-C12, C12-C16, C16-C21, C21-C34,

aro: C5-C7, C7-C8, C8-C10, C10-C12,

C12-C16, C16-C21, C21-C35)



Soil AR

TPH LQM (ali: C5-C6, C6-C8, C8-C10, C10-

C12, C12-C16, C16-C35, C35-C44, aro:

C5-C7, C7-C8, C8-C10, C10-C12, C12-

C16, C16-C21, C21-C35, C35-C44)



Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001

Soil AR VPH (C6-C8 & C8-C10) Determination of hydrocarbons C6-C8 by headspace GC-MS & C8-C10 by GC-FID E001

D Dried

AR As Received

Kent ME17 2JN



Rose Lane

Lenham Heath

Maidstone

Order No: P16-3520


Tel : 01622 850410 '

Soil Analysis Certificate - Methodology & Miscellaneous Information






R16-11389

APPENDIX D

Classification of Probability, Consequence and Risk

R16-11389

Probability of risk being realised

Classification Definition

High There is a pollution linkage and an event that either appears very likely in the short

term and almost inevitable over the long term or there is evidence at the receptor of

harm or pollution.

Moderate There is a pollution linkage and all the elements are present and in the right place,

which means that it is probable that an event will occur. Circumstances are such that an

event is not inevitable, but possible in the short term and likely over the long term.

Low There is a pollution linkage and circumstances are possible under which an event could

occur. However, it is by no means certain that even over a longer period such event

would take place, and is less likely in the shorter term.

Very Low There is a pollution linkage but circumstances are such that it is improbable that an

event would occur even in the very long term.

Consequence of risk being realised

Classification Category Definition

Severe

Human Health

Short term (acute) risk to human health likely to result in

“significant harm” as defined by the Environment Protection Act 1990, Part IIA.

Controlled Waters

Short term risk of pollution (note: Water Resources Act contains

no scope for considering significance of pollution) of sensitive

water resource.

Property Catastrophic damage to buildings/property.

Ecological Systems A short term risk to a particular ecosystem or organisation

forming part of such ecosystem.

Moderate

Human Health Chronic damage to Human Health.

Controlled Waters Pollution of sensitive water resources (note: Water Resources

Act contains no scope for considering significance of pollution).

Ecological System A significant change in a particular ecosystem or organism

forming part of such ecosystem.

Minor

Controlled Waters Pollution of non-sensitive water resources.

Property Significant damage to crops, buildings, structures and services.

Ecological Systems Damage to sensitive buildings/structures/services or the

environment.

Very Minor

Human Health Non-permanent health effects to human health (easily

prevented by means such as personal protective clothing, etc).

Property Easily repairable effects of damage to buildings, structures and

services.

Project Harm, although not necessarily significant harm, which may

result in a financial loss or expenditure to resolve.

R16-11389

Risk classification definitions

Very High

There is a high probability that severe harm could arise to a designated receptor from

an identified hazard, OR, there is evidence that severe harm to a designated receptor is

currently happening. This risk, if realised, is likely to result in a substantial liability.

Urgent investigation (if not undertaken already) and remediation are likely to be

required.

High

Harm is likely to arise to a designated receptor from an identified hazard. Realisation of

the risk is likely to present a substantial liability. Urgent investigation (if not undertaken

already) is required and remedial works may be necessary in the short term and are

likely over the long term.

Moderate

It is possible that harm could arise to a designated receptor from an identified hazard.

However, it is relatively unlikely that any such harm would be severe, or if any harm

were to occur it is more likely that the harm would be relatively mild. Investigation (if

not already undertaken) is normally required to clarify the risk and to determine the

potential liability. Some remedial works may be required in the longer term.

Low It is possible that harm could arise to a designated receptor from an identified hazard,

but there is a low likelihood of this hazard occurring and if realised, harm would at worst

normally be mild.

Very Low There is a low possibility that harm could arise to a receptor. In the event of such harm

being realised, it is not likely to be severe.

appendix a - lidl · pdf filechalk description is based on bs en iso 14688, bs en iso 14689...

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