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1 Závěrka 12,Praha 6, Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: Foreman: Mr. Young Ground water table: Coordinate X: ,71 Date end: Documented: Mr. Smith GWT bored: 15,80 m Coordinate Y: 7454,86 Scale: one page GWT steady: 1 m Coordinate Z: 205 m Drilling: Depth from Depth to Drilling dia. m 2 m 195 mm 2 m 2 m 156 mm Casing: Depth from Depth to Casing dia. m 2 m 191 mm Stratigraphy BH1 Samples and GWT Classification according to EN ISO RQD [%] Layers description Notes Recent Quaternary Ordovician Fill Fill Sand with trace of fines Gravelly clay Sandy clay Sandy clay fully moderately ,80 sacl Gr Sa grcl sasicl sacl grcl ,90 4,90-6,40 6,40-8,60 8,60-9,60 9, ,80,80-15,80 15,80-19,30 Fill: fine grained SAND with some silt, dense, mixed with cobles of concrete and pieces of bricks partly the size is larger than the borehole diameter, black colour of the soil Fill: coarse GRAVEL with some silt (clayey shale) and fresh angular cobles up to 15 cm, dark grey colour Sand with trace of fines: medium grained with some fine soil, dense, rust-brown Gravelly clay: hard, gravel particles up to 10 mm ( shale), brown Sandy clay: hard, with some pieces of gravel (quartz) up to 50 mm dia., brown Sandy clay: with some gravel, hard, gravel - sub angular shale up to 10 mm, sand is fine, mica included, brown colour fully : residual soil, clay character with small particles of shale up to 5 mm, gravel parts are, grey : in borehole core small planes, gently inclines, parts mm, weak strength, micas and limonite on foliation planes, brown/rust moderately : layered, drill sharp fragments mm, gently inclines, weak/moderately strong, wet, dark grey Easy drilling Loosing of drilling fluid slightly 87 19,30-2 slightly : moderate strong, fine layered, steeply inclined, wet (saturated under water table), dark grey Key: GWT bored GWT steady undisturbed disturbed rock strength

2 Závěrka 12,Praha 6, Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: Foreman: Mr. Young Ground water table: Coordinate X: ,71 Date end: Documented: Mr. Smith GWT bored: 15,80 m Coordinate Y: 7454,86 Scale: one page GWT steady: 1 m Coordinate Z: 205 m Drilling: Depth from Depth to Drilling dia. m 2 m 195 mm 2 m 2 m 156 mm Casing: Depth from Depth to Casing dia. m 2 m 191 mm Stratigraphy Field test BH1 Samples and GWT Classification according to EN ISO Stratigraphy Soil profile BH1 Samples and GWT Notes Recent Fill sacl - 4,90 Recent Fill - 6, Quaternary Ordovician Fill Sand with trace of fines Gravelly clay Sandy clay Sandy clay fully moderately ,80 Gr Sa grcl sasicl sacl grcl - 4,90-6,40 6,40-8,60 8,60-9,60 9, ,80,80-15,80 15,80-19, Quaternary Ordovician Sand with trace of fines fully moderately ,80 6, ,80 15,80-19,30 Easy drilling Loosing of drilling fluid slightly 19, slightly 19, Key: GWT bored GWT steady undisturbed disturbed rock strength

3 Cone penetration test (CPT) Project ID: 2018_A-017 Annex no.: 17.C Type of test: TE2 Location: Stará /78, Hradec Králové Type of cone: Ac=1000 mm 2 Measured: Joe Fieldman Coordinate system: S-JTSK / Balt after adjustment Application class: 2 Evaluated: Bill New Coordinate X: ,63 Acc. to standard: EN ISO Date of test: Coordinate Y: ,84 Depth of 1. point: m Scale: one page Coordinate Z: 22 m Overall depth: 1 m Equipment: PenSta A22 Filter location: u 2 GWT: m CPT1 Cone resistance Local friction Pore pressure , q c [MPa] f s [kpa] u 2 [kpa] - Sunny/ Partialy cloudy/ Calm

4 Cone penetration test (CPT) Project ID: 2018_A-017 Annex no.: 17.C Type of test: TE2 Location: Stará /78, Hradec Králové Type of cone: Ac=1000 mm 2 Measured: Joe Fieldman Coordinate system: S-JTSK / Balt after adjustment Application class: 2 Evaluated: Bill New Coordinate X: ,63 Acc. to standard: EN ISO Date of test: Coordinate Y: ,84 Depth of 1. point: m Scale: one page Coordinate Z: 22 m Overall depth: 1 m Equipment: PenSta A22 Filter location: u 2 GWT: m CPT1 Field test Soil profile Cone resistance Local friction Pore pressure CPT1 22 Fill - 0,60 Clay 0,60-2,20 Clayey Silt 2,20-5,80 Sand 5, , q c [MPa] f s [kpa] u 2 [kpa] Sunny/ Partialy cloudy/ Calm

5 Cone penetration test (CPT) Project ID: 2018_A-017 Annex no.: 17.C Type of test: TE2 Location: Stará /78, Hradec Králové Type of cone: Ac=1000 mm 2 Measured: Joe Fieldman Coordinate system: S-JTSK / Balt after adjustment Application class: 2 Evaluated: Bill New Coordinate X: 10397,63 Acc. to standard: EN ISO Date of test: Coordinate Y: ,84 Depth of 1. point: m Scale: one page Coordinate Z: 22 m Overall depth: 8,19 m Equipment: PenSta A22 Filter location: u 2 GWT: m CPTu2 Cone resistance Local friction Pore pressure 67,30 26, ,19 8,19 8, q c [MPa] f s [kpa] u 2 [kpa] - Sunny/ Partialy cloudy/ Calm

6 Cone penetration test (CPT) Project ID: 2018_A-017 Annex no.: 17.C Type of test: TE2 Location: Stará /78, Hradec Králové Type of cone: Ac=1000 mm 2 Measured: Joe Fieldman Coordinate system: S-JTSK / Balt after adjustment Application class: 2 Evaluated: Bill New Coordinate X: 10397,63 Acc. to standard: EN ISO Date of test: Coordinate Y: ,84 Depth of 1. point: m Scale: one page Coordinate Z: 22 m Overall depth: 8,19 m Equipment: PenSta A22 Filter location: u 2 GWT: m CPTu2 Field test Soil profile Cone resistance Local friction Pore pressure CPTu2 22 Clayey sand - 2,91 67,30 Silty clay 2,91-4, Silty sand 4, - 8, ,90 8,19 8,19 8, q c [MPa] f s [kpa] u 2 [kpa] 8,19 - Sunny/ Partialy cloudy/ Calm

7 Dilatometer test (DMT) Project ID: 2018_A-017 Annex no.: 21/c7. Overall depth: 1 m Location: New street 22/ Liberec Acc. to standard: EN ISO Measured: Bill Fieldman Coordinate X: ,12 DMT1 Evaluated: Joe Freeman Coordinate Y: ,25 Calibration ΔB ini : 2 kpa Date of test: Coordinate Z: 209,12 m pressure: ΔA end : 1 kpa ΔA ini : 1 kpa Scale: one page GWT: m ΔB end : 6 kpa DMT Material Index Constrained modulus Undrained shear strength DMT Horizontal Stress Index ,6 1,8 Jíl Hlína Písek , Id [-] M DMT [MPa] Cu [kpa] Kd [-] ,38 - Cloudy/ Windy / 21 C - Equipment checked and in accordance with EN ISO

8 Dilatometer test (DMT) Project ID: 2018_A-017 Annex no.: 21/c7. Overall depth: 1 m Location: New street 22/ Liberec Acc. to standard: EN ISO Measured: Bill Fieldman Coordinate X: ,12 DMT1 Evaluated: Joe Freeman Coordinate Y: ,25 Calibration ΔB ini : 2 kpa Date of test: Coordinate Z: 209,12 m pressure: ΔA end : 1 kpa ΔA ini : 1 kpa Scale: one page GWT: m ΔB end : 6 kpa Field test Soil profile DMT Material Index Constrained modulus Undrained shear strength DMT Horizontal Stress Index DMT ,6 1,8 Jíl Hlína Písek , Id [-] M DMT [MPa] Cu [kpa] Kd [-] , ,12 Silty sand Clayey Silt Clay Clayey Silt Clay Clayey sand Silty clay - 1,30 1, ,30 5,30-7,30 7,30-8,60 8,60-9,40 9, Cloudy/ Windy / 21 C - Equipment checked and in accordance with EN ISO

9 Dynamic probing (DPT) Project ID: 2018_A-017 Annex no.: 123.B Type of test: DPH Location: Horní / Svitavy Type of cone: Fixed / 15 cm 2 Measured: Joe Fieldman Coordinate X: ,71 Type of anvil: Loose / 18 kg Evaluated: Anthony Old Coordinate Y: ,84 Acc. to standard: EN ISO Date of test: Coordinate Z: 20 m Penetration depth interval: 0,10 m Scale: one page GWT: m Overall depth: 7,60 m DPT1 Number of blows 0 0, , , , , , , , , ,75 5 5, , , , , , [n / 0,10 m] 0,25 0,75 1,25 1,75 2,25 2,75 3,25 3,75 4,25 4,75 5,25 5,75 6,25 6,75 7,25 Moment 3 7, M [Nm] - Sunny/ Partialy cloudy/ Calm - Testing equipment Borrodril - Equipment checked and in accordance with EN ISO , 5.1

10 Dynamic probing (DPT) Project ID: 2018_A-017 Annex no.: 123.B Type of test: DPH Location: Horní / Svitavy Type of cone: Fixed / 15 cm 2 Measured: Joe Fieldman Coordinate X: ,71 Type of anvil: Loose / 18 kg Evaluated: Anthony Old Coordinate Y: ,84 Acc. to standard: EN ISO Date of test: Coordinate Z: 20 m Penetration depth interval: 0,10 m Scale: one page GWT: m Overall depth: 7,60 m DPT1 Field test Soil profile Number of blows Moment DPT1 20 Fill - 0,60 Silty sand 0,60-1,40 Sandy gravel 1,40-3 7, [n / 0,10 m] 50 7, M [Nm] 7,60 - Sunny/ Partialy cloudy/ Calm - Testing equipment Borrodril - Equipment checked and in accordance with EN ISO , 5.1

11 Pressuremeter test (PMT) Project ID: 2018_A-017 Annex no.: 21/a Overall depth: m Location: Prague - Hloubětín GWT bored: m Date start: Coordinate X: GWT steady: m Date end: Coordinate Y: ,84 Type of procedure: B - with data logger Processed: Joe Freeman Coordinate Z: 220,71 m Acc. to standard: Constuction site: Scale: one page Sounding inclination: EN ISO PMT1 PMT1 Samples and GWT Classification according to EN ISO PMT Borehole data Drilling Casing PMT Pocket Limit pressure Ménard modulus 220,71 220,71 220,21 219,71 219,21 218,71 218,21 217,71 217,21 216,71 216,21 215,71 215,21 2,71 2,21 213,71 213,21 212,71 Made Ground Silty clay Clayey Silt Silty sand S01 S02 sasi sicl clsi sisa Rotary core drilling (CD) / 76 mm Rotary core drilling (CD) / 76 mm Continuous flight auger drilling / 76 mm Without casing Without casing With casing / 80 mm Rotary core drilling (CD) / 76 mm Rotary core drilling (CD) / 76 mm Probe placing by driven slotted tube (DST) 0,43 0,70 1, ,81 6 1,74 1,80 2,17 9 4,11 3,88 9 4,13 7,90 9,20,90 20, ,70 29,70 31,70 33, ,30 95,30 152,80 189,30 313,80 4, p LM [MPa] E m [MPa] Key: GWT bored GWT steady undisturbed disturbed - Cloudy/ Windy / 12 C

12 Pressuremeter test (PMT) Project ID: 2018_A-017 Annex no.: 21/a Overall depth: m Location: Prague - Hloubětín GWT bored: m Date start: Coordinate X: GWT steady: m Date end: Coordinate Y: ,84 Type of procedure: B - with data logger Processed: Joe Freeman Coordinate Z: 220,71 m Acc. to standard: Constuction site: Scale: one page Sounding inclination: EN ISO PMT1 Field test Soil profile PMT1 Samples and GWT Limit pressure Ménard modulus PMT1 Samples and GWT 220,71 220,71 Made Ground - 0, ,90 9,20,90 Made Ground ,30 Silty clay S01-0,70 1, ,70 S01 Clayey Silt - 1,49 1,80 2,17 29,70 31,70 33,90 Silty clay - 1,81 2 3,88 79, ,80 Silty sand ,30 Silty sand - S02 4,13 189,30 S02 4,11 152,80 4, p LM [MPa] E m [MPa] Key: GWT bored GWT steady undisturbed disturbed - Cloudy/ Windy / 12 C

13 Standard penetration test (SPT) SPT1 Project ID: 2018_A-017 Annex no.: 47/5b Drilling equipment: A-300 Ingersoll-Rand Drill Rig Location: New street 124/47, Prague Method of drilling: Rotary drilling Foreman: Joe Fieldman Date start: Overall depth: 1 m Coordinate X: Operator: Ben Oldman Date end: GWT bored: 6,70;,10 m Coordinate Y: Documented: Andy Freeman Scale: one page GWT steady: 7,20 m Coordinate Z: 216,79 m Processed: Bill New Bit - type, size: Roller Bit Drilling: Depth from Depth to Drilling dia. m 1 m 195 mm Casing: 1 m 1 m 156 mm Depth from Depth to Casing dia. m 1 m 191 mm Sampler: 2" OD Std Split Spoon Sampler hammer: Donut Weight: 6 kg Drop: 0,76 m SPT Results Stratigraphy SPT1 Samples and GWT Layers description Classification according to EN ISO , Recent Holocene Made Ground Sand SD 01 6,70 7, Made Ground: Sandy silt, yellow, loose, with pieces of concrete and rock. Sand: Light brown, medium dense, well graded. sasi saclsi Clayey Silt - 1 Clayey Silt: Brown - gray clayey silt, stiff, without sand or gravel layers. clsi Neogene SD Silty clay,10 SUD Silty clay: Blue - gray and stiff clay, localy with sand lenses - very thin approximatelly 1 cm thick. sicl [n / 0,30m] Key: GWT bored GWT steady undisturbed disturbed - Cloudy and windy, C - Start time 7:00 - Loosing drilling fluid at 1m below terrain -...

14 Standard penetration test (SPT) SPT1 Project ID: 2018_A-017 Annex no.: 47/5b Drilling equipment: A-300 Ingersoll-Rand Drill Rig Location: New street 124/47, Prague Method of drilling: Rotary drilling Foreman: Joe Fieldman Date start: Overall depth: 1 m Coordinate X: Operator: Ben Oldman Date end: GWT bored: 6,70;,10 m Coordinate Y: Documented: Andy Freeman Scale: one page GWT steady: 7,20 m Coordinate Z: 216,79 m Processed: Bill New Bit - type, size: Roller Bit Drilling: Depth from Depth to Drilling dia. m 1 m 195 mm Casing: 1 m 1 m 156 mm Depth from Depth to Casing dia. m 1 m 191 mm Sampler: 2" OD Std Split Spoon Sampler hammer: Donut Weight: 6 kg Drop: 0,76 m Field test Soil profile SPT Results SPT1 Samples and GWT SPT1 Samples and GWT 216,79 216, Made Ground Sand SD 01 6,70 7, Made Ground Sand SD 01 6,70 7, Clayey Silt SD Clayey Silt SD Silty clay,10 SUD ,10 SUD [n / 0,30m] 1 Key: GWT bored GWT steady undisturbed disturbed - Cloudy and windy, C - Start time 7:00 - Loosing drilling fluid at 1m below terrain -...

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