THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES
BARO 1 & 2 MULTIPURPOSE PROJECTS Including Genji Diversion Scheme
FEASIBILITY STUDY Final Report
Ground
Volume 4 B Geology and Geotechnics
Conditions and Ground
Annex 4 B
Annex 4 C
Annex 4 D
September 2006
Engineering^^,!
Nor plan [ffi
Norconsult
ri
LAHMEYER TERN A DONAL
*THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA
MINISTRY OF WATER RESOURCES
BARO 1 & 2 MULTIPURPOSE PROJECTS Including Genji Diversion Scheme
FEASIBILITY STUDY Final Report
Volume 4 B
Norplan KS      Norconsult ZlTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES
FEASIBILITY STUDY OF THE BARO MULTIPURPOSE
PROJECT
VOLUME 4 B - GEOLOGY AND GEOTECHNICS
GROUND CONDITIONS AND GROUND ENGINEERING
FINAL REPORT
SEPTEMBER 2006
Date of issue 14.09 2006
Checked by:
Approved by:
Norplan [ffl Norconsult ❖ ZltfSESUfederal Democrats Republic of Ethiopia Ministry of Water Resources 
•••Wty Study of Baro 1 & 2 Multipurpose Projects
Structure of the Feasibility Report
Volume 4 A Pagei
Volume 1
Volume 2
Volume 3
Main Report
Volume 1 is the Mam Report, a stand-alone volume that gives the reader a complete picture of the recommended project and the mam results  of the study. Volume 1 starts with an Executive Summary
Deta ls and data sheets of studies and analyses within the various fields (ge oiogy hydrology, sediments, simulations, hydraulic analysis, economic analyses, etc.) are given in separate volumes/annexes
Project Drawings of Baro 1 MPP, Baro 2 MPP. and Genji Diversion Series     A       Gereral drawings
Senes   Bai        Baro 1 MPP
Series  BaZ      Baro 2 MPP
Series  Gen      Genji Diversion Project
Supporting Documents Part 1 - Various analyses Annex 3 A Reservoir operation and power production Anne* 3 R Hydrology and sediment transport
Annex 3 C Hydraulic analyses. Optimisation Annex 3 D Access roads
Annex 3 E Power system and transmission lines Annex 3 F Surveying and mapping
Annex 3 G Deta led cost estimate
Annex 3 H Economic and financial analyses Annex 3 I Genji Diversion Background studies Annex 3 J Ternis of Reference
Volume 4 A                    Supporting documents Part 2.
Geology and Geotechnics.
Ground conditions and ground engineering
Report text and drawings
Annex 4 A Rotary core drillings (ARDCO- RODIO JV)
Volume 4 B                    Annex 4 B Core box photographs 
Annex 4 C Field permeability tests 
Annex 4 D Test pit logs
Volume 4 C Annex 4 E: Laboratory test results (ARDCO- RODIO JV)
Annex 4 F Report from geological mapping by Mengesha and Molla. Annex 4 G Seismic Hazard Assessment at Baro Dam Site (Geophysical Observatory Science Faculty, Addis Ababa University)
Volume 5
Environmental Impact Assessment
0aro vatumo
* 14 SeP,e"*er 2006NORPLAN - NORCONSULT - LAHMEYER JV
in association with Shebelle Engineering and WWDSE1THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA
MINISTRY OF WATER RESOURCES
BARO MULTIPURPOSE PROJECT FEASIBILITY STUDY
Final Report
Annex 4 B Core box photographs
September 2006Federal Democratic Republic of Ethiop’a - Ministry of Water Resources Feasibility Study of Baro 1 & 2 Multipurpose Project
Volume 4 B Annex 4 B Page i
TABLE OF CONTENTS ANNEX 4 B
TABLE OF CONTENTS ANNEX 4 B
LIST OF PHOTOGRAPHS - ANNEX 4 B
1         BOREHOLE B1D-1
2         BOREHOLE B1O-2
3         BOREHOLE B1D-3
4         BOREHOLE B1D-4
5         BOREHOLE B1D-5
6          BOREHOLE B1D6
7         BOREHOLE B1D-7
8          BOREHOLE B1T-1..
9          BOREHOLE B1T-2,.
10        BOREHOLE B1T-3..
11        BOREHOLE B1T-4..
12        BOREHOLE B1T-5..
13        BOREHOLE B1T-6..
14        BOREHOLE B2O-1 .
15        BOREHOLE B2D-2 .
16         BOREHOLE B2D-3.
17         BOREHOLE B2D^I..
18         BOREHOLE B2T-1...
19         BOREHOLE B2T-2...
20          BOREHOLE B2T-3...
Annex 4 0 Photogr cores Baro doc
NORPLAN - NORCONSULT - LAHMEYER JV
in association with Shebelle Engineering and VVWDSEfederal democratic Republic of Ethiopia - Ministry o! Water Resources easibihty Study of Bare 1 & 2 Multipurpose Project
Volume 4 B, Annex 4 B Page ii
21           BOREHOLE B2T-4.......................... ....................................... ................ ................................... 132
22           BOREHOLE B2T-5...................................................... .................................... ........................... 150
23           BOREHOLE EJ2T-6........................................... ~....................................................................... 164
24           BOREHOLE GJD-1...................................................................................................................... 173
25      BOREHOLE GJD-3.................................................................................-....................................178
26      BOREHOLE GJT-1................................................................. .....................................................182
Annex*
dQC
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelte Engineenng and WWDSE•
federal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of Baro 1 & 2 Mull-purpose Project
Volume 4 B, Annex 4 B Rage ill
PLhIoStoTgraOpFh 1P-1HBO1DT-O1 bGox R1A0P0H-8S31- Am NNEX 4 B Photograph 1-2: B1D-1 box 2 8 31- 12 64 m
Photograph 1-3 B1D-1 box 3 12 6-16 81 m
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Photograph 1-4
Photograph 1-5
Photograph 1-6
Photograph 1-7
B1D-1 box 4 16 81-22 09 m
B1D-1 box 5 22 09-26 32 m
B1D-1 box 6 26 32-31 6 m
B1D-1 box 7 31 6-37 13 m ....
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box 8 37 13-42 67 m
box 9 42 67-48 13 m
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Photograph 2-1 B1D-2 box 1 0 0-8.70 m
Photograph 2-2 B1D-2       Core box 2 8 70-15 76 m ... Photograph 2-3 B1D-2       Core box 3 15         76-25 48 m
Photograph 2-4 B1D-2 Core box 4 15 48 -26 79 m
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Photograph 2-5 B1D-2
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Photograph 2-6 B1D 2
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Photograph 2-8
Photograph 2-9
Photograph 3-1
B1D-2 Core box 7 38 06-43 40 m B1D-2 Core box 8 43 40^8 48 m B1D-2 Core box 9 48 48 50 24 B1D-3 Core box 1 0 0-7 78 m
Photograph 3-2 B1D-3 Core box 2 7 78-20 06 m Photograph 3-3 B1D-3 Core box 3 20 06-26.97 m ...
Photograph 3-4 B1D-3 Core box 4 26 97 32 58 m
Photograph 3-5 B1D-3 Core box 5 32 58-37 87 m
Photograph 3-6 B1D-3 Core box 6 37 87-43 34 m
Photograph 3-7 B1D-3 Core box 7 43 3448 62 m
Photograph 3-8 B1D-3 Core box 8 48 62-53 98 m
Photograph 3-9 B1D-3 Core box 9 53 98 - 58 59 m
Photograph 3-10 KD-3 Core box 10 58 59 - 64 25 m
Photograph 3-11 B1D-3 Core box 11: 64 25-69 30 m
Photograph 3-12 B1D-3 Core box 12 69 30-70 40 m
Photograph 4-1 B1D4 Core box 1 0.0-5 70 m
Photograph 4-2 B1D4 Core box 2: 5 70-12 11 m
Photograph 4-3 B1D4Corebox3 12 11-20 58 m
Photograph 4-4 B1D4 Core box 4 20 58 25 40 m
Photograph 4-5 01D-4 Core box 5: 25 42 • 30.70 m
Photograph 4-6 B1D-4 Core box 6 30 70-35 48 m
Photograph 4-7 B1D-4 Core box 7 35 48- 45 52 m
Annex 4 0 Photogr cores Barn doc
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NORPLAN - NORCONSULT - LAHMEYER JV
in association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Waler Resources p easibi|rty Study of Baro 1 & 2 Multipurpose Project
Photograph 4-8. B1D-4 Core box 8 45 52 - 45 00 m
Photograph 4-9 B1 D-4 Core box 9 45 00-49 82 m
Photograph 4-10 B1D-4 Core box 10 4 9 82 - 54.15 m Photograph 4-11 B1D4 Core box 11 54.10 - 58 23 m . Photograph 4-12 B1D-4 Core box 12 58 23-62 12 m Photograph 4-13 B1D-4 Core box 13 62 12-67 00m Photograph 4-14 B1 D-4 Core box 14 67 00-70 28 m ... Photograph 5-1 B1 D-5 Core box 1 0 0 ■ 4 60 m Photograph 5-2 B1D-5 Core box 2 4 60 - 9 06 m
Volume 4 B Annex 4 B Page iv
- .... ... . 1.1                                           21
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Photograph 5-3
Photograph 54
Photograph 5-5
B1 D-5 Core box 3
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Photograph 5-6 61 D-5 Core box 6
Photograph 5-7 61 D-5 Core box 7
9 06 - 13,55 m . 13 55- 1846 m
18 46-22 35 m .. .. 22.35 - 26 BO m ... 26 00-31 70 m
Hr
Photograph 5-8: B1D-5 Core box 8 31.70 - 37 73 m
Photograph 5-9 B1D-5 Core box 9 37 73 - 42 75 m
Photograph 5-10: B1D-5 Core box 10 42 75 - 48 23 m
Photograph 5-11 B1 D-5 Core box 11 48.23 - 52.68 m
Photograph 5-12: B1D-5 Core box 12 52 68 - 57 91 m
Photograph 5-13 B1D-5 Core box 13 57 91 —60 36 m
Photograph 6-1 B1D-6 Core box 1 0.0 - 4.20 m Photograph 6-2 KD-6 Core box 2 4 20 - 8 58 rn
Photograph 6-3 01D-6 Core box 3 8 58 - 12 99 m
Photograph 6-4 01D-6 Core box 4 12 99 - 18 56 m
Photograph 6-5 B1 D-6 Core box 5 18.56 - 23 00 m
Photograph 6-6 61D-6 Core box 6 23 00 - 27 39 m
Photograph 6-7 61 D-6 Core box 7 27 39-30 12 m
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Photograph 7-1 B1D-7
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Photograph 7-2 B1D-7
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Photograph7-3 BID-7
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9 30 -13 87 m
Photograph 7-4 B1D-7
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Photograph 7-5 B1D-7 Core box 5 18.28 -22.35 m Photograph 7-6 61D-7 Core box 6 22 35-27 01 m ... Photograph 7-7 B1D-7 Core box 7: 27 01 — 31 32 m photograph 7-8 B1D-7 Core box B. 31 32-35.67 m . Photograph 7-9: B1D-7 Core box 9 35 67 -39 93 m Photograph 7-10 B1D-7 Core box 10: 39.93 - 44 24 m .
Photograph 7‘11 B1D_7 Cofe box 11: 44 24 " 48 60 m
Photograph 7-12 B1D-7 Core box 11 44 24 - 50 04 m . Photograph 8-1 B1T-1 Core box 1: 0,00 - 8.80 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and VWVDSEVolume 4 B Annex 4 B
Page v
Federal Democratic Republic of Ethiopia • Mmrstry '^are
Feasibility Study of Bam 1 & 2 Multipurpose Project
Photograph 8-2 B1T-1 Core box 2 8 80 -13 15 m
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Photograph 6-5 B1T-1
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Photograph 8-7
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Photograph 8 8
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Photograph 8 9
B1T-1 Core box 9 42 85 - 48 28 m
Photograph 8-10 B1T-1 Core box 10 48 28 - 50 05 m....
Photograph 9-1 B1T-2 Core box 1 0 00-9 43 m
Photograph 9-2 B1T-2 Core box 2 9 43- 13 88 m
Photograph 9-3 B1T-2 Core box 3:13 88 - 18 95 m
Photograph 9-4 B1 T-2 Core box 4 18 95-24 41 m
Photograph 9-5 81 T-2 Core box 5 24 41 -29 83 m
Photograph 9-6 B1T-2 Core box 6 29 83 - 35 02 m
Photograph 9 7 B1T-2 Core box 7: 35 02 - 40 51 m
Photograph 9-8 B1T-2 Core box 8: 40 51 - 45 93 m
Photograph 9-9 B1 T-2 Core box 9 45 93- 50 10 m
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Photograph 10-1 B1T-3 Core box 1
Photograph 10-2 B1T-3 Core box 2
Photograph  10-3
Photograph 10-4
Photograph 10-5
Photograph 10-6
Photograph 10-7
B1T-3 Core box 3
B1T-3 Core box 4
B1T-3 Core box 5
0 00-631 m
6 31-12.14 m
12 14-17 54 m
17 54-23 16m
23 16-28 90 m
B1T-3 Core box 6 28 90 - 34 27 m
B1T-3 Core box 7
34 27-39 62 m
Photograph 10-8 B1T-3 Core box 8 39 62 - 44 98 m
Photograph 10-9 B1T-3 Core box 9
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Photograph 10-10 B1T-3 Core box 10 51 28 - 55 59 m
Photograph 10-11 B1T-3 Core box 11 5559-61 21 m
Photograph 10-12: B1T-3 Core box 12 61 21 -66 74 m
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Photograph 10-14
B1T-3 Core box 14 72 16-77 85 m
Photograph 10-15
B1T-3 Core box 15 77 85 82 48 m
Photograph 10-16: B1T-3 Core box 16 82 48-87 07 m
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10-17 B1T-3 Core box 17 87 07 - 92 56 m . 10-18 B1T-3 Core box 18 92 56 - 97 22 m
Photograph 10-19. B1T-3 Core box 19 97 22 - 101 72 m
Photograph
Photograph
10-20 B1T-3 Core bo* 20 101 72- 106.11 m
10-21 B1T-3 Core box 21: 106 11 -111 57 m
Photograph 10-22 B1T-3 Core box 22 111 57-11710m
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Annex 4 8 prorogr 0aro doc
NORPLAN - NORCONSULT - LAHMEYER JV m association with Shebelle Engineering and WWDSE
&
r®
F«eral Democratic Repute of Ethiopia -
of Water Resources 
^turne 4 0. Annex 4 B
Feasibility Study of Bare 14 2 Multipurpose Project
Photograph 10-23. 01T-3 Core box 23. 117 10-122 74 m Pf'olograph 10-24 bit_3 cofe box 24: 122-74 - 128 11 m .
Photograph 1Q-25 BIT-3 Core box 25 123 11 - 133.56 m Photograph 10-26 B1T-3 Core box 26- 133 58 - 130-04 m .
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Photograph 10-28 B1T-3 Core box 28 144 48-148 87 m
Photograph 10-29: B1T-3 Core box 29 148 87 - 155.40 m
Photograph 10-30 BlT-3 Core box 30-155 40 - 160 62 m Photograph 10-31 B1T-3 Core box 31 160.62 - 160 90 m ■
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Photograph 11-t 01T-4 Core box 1: 0 00-4 S3 m ...................... .............. .............................................................. 55
Photograph 11-2: B1TJi Core box 2’4 63-11 08 m. Photograph ; 1-3-B1T-4 Core box 3 11 08 - 16.80 m Photograph 11-4 Bl T-4 Core box 4’ 16.80-22.01 m
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Photograph 11-5 B1T-4 Core box 5 22 01 -27 35 m. ........................................ ..................... ....................... - 67
Photograph it-6 01T-4 Core box 6 27 35-32 60 m.........................
Photograph 11-7 B1T-4 Core box 7 32.60 - 37 78 m .......................... .... Photograph 11-8. B1T-4 Core box 8: 37 78 43 16 m
Photograph 11-9. B1T-4 Core box 9: 43 16 - 48,50 m .......................................... ..
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Photograph 11-10: B1T-4 Core box 10:       48.50 -    53 73 m.........................................................................       69
Photograph 11-11. 81T-4 Core box 11        53   73 -  58 85 m......... ....................................................................   70
Photograph 11-12 B1 T-4 Core box 12.       58   85 -  64 28 m.
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Photograph 11-13 B1T-J Core box 13         64   28 -  69 62 m.............................................................................   71
Photograph 11-14 B1T-4 Core         box 14 69 62-74 95 m
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Photograph 11-15 S1 T-4 Core        box 15 74.95    - 80 26 m ............................................................................... 72
Photograph 11-16: BIT-4 Core         box 16 80 26-85 58 m ...................................................................................  72
Photograph 11-17. B1T-4 Core        box 17 85 58-90.82 m .................................................................................... 73
Photograph 11-18 B1T-4 Core          box 18 90 82     - 95 69 m Photograph 11-19: B1T-4 Core box 19 95.69 - 100.71 m
Photograph 11-20 61 T-4 Core box 20 100 71 - 105.85 m.....................
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Photograph 11-21    BIT-4 Core box21      105 85- 111     15 m   . .                                                                       75
Photograph 11-22    B1T-4 Core box    22 111.15- 116     60 m   ...                                                                         75
Photograph 11-23 B1T-4 Core box 23 116 60-122.10 m
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Photograph 11-24     B1T-4 Core box    24 122 10-127      72 m ............................................................................. 76
Photograph 11-25:    B1T-4 Core box   25- 127.72 - 133    25 m...........................................................................   77
Photograph 11-26 8 IT-4 Core box 26 13325- 13869 m ......................................... 77
photograph 11-27 B1T-4 Core box 27:         138 69 —     144 13 m..........
Photograph 11-28: B1T-4 Core box 28:        144 13-149 61 m.
Photograph 11-29: B1T-4 Core box 29:        149 61 -  155 18 m
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Photograph 11-30. B1T-4 Core box 30         155 18 -  160 65 m .............................................................................. 7g
Photograph 11-31: BlT-fl Core box 31           160 65-   165 51 m............................................................................... fiQ association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of Baro 1 & 2 Multipurpose Project
Photograph 11-32: B1T-4 Core box       32 165.51 - 166.85 m Photograph 12-1: B1 T-5 Core box 1      0 00-5 49 m
Volume 4 B. Annex 4 B Page vh
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Photograph 12-2: B1 T-5 Core box 2      5 49-997 m................................................................................... 81
Photograph 12-3: B1 T-5 Core box 3      9 97 - 14,39 m
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Photograph 12-4 B1T-5 Core box  4. 14 39 - 1B 68 m .... Q2
Photograph 12-5 Bl T-5 Core box  5: 18 68-23 16 m83
Photograph 12-6 B1 T-5 Core box 6: 23.16-27 75 m
Photograph 12-7 B1T-5 Core box 7 27 75 - 32 14 m
Photograph 12-8 B1 T-5 Core box 8 32 14 - 36 50 m
Photograph 12-9 B1 T-5 Core box 9 36 50-40 74 m
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B1T-5 Core box 10 40 74-44 83 m
B1T-5 Core box 11
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49 04-53 55 m
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B1T-5 Core box 19 76 98-80 10 m.
Photograph 13-1: B1T-6 Core box 1- 000- 5 61 m
Photograph 13-2: B1T-6 Core box Z 5.61 - 12 72 m
Photograph 13-3 B1T-6Core box 3 12 72 - 18 54 m
Photograph 13-4    B1T-6 Core box 4: 18 54 -25 10 m
Photograph 13-5    B1T-6 Core box 5: 25 10 - 30 60 m Photograph 13-6     B1T-6 Core box 6 30 60 - 36 19 m....
Photograph 13-7     B1T-6 Core box 7 36 19-41 77 m
Photograph 13-8     B1T-6 Core box 8 41 77-47 38 m
Photograph 13-9 B1T-6 Core box 9 47 38 - 50 17 m
Photograph 14-1 B2D-1 Core box 1 0 00 - 4 66 m
Photograph 14-2: B2D-1 Core box 2 4 66 - 9 31m
Photograph 14-3 B2D-1 Core box 3 9 31 — 13 86 m
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B2D-1 Core box 5. 18 97 - 23 67 m
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Photograph 14 8
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Photograph 15-2: B2D-2 Core box 2 4.35 - 8 95 m
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NORPLAN - NORCONSULT - LAHMEYER JV
Anre< 4 0 Photogr cores Ba'O
in association with Shebeile Engineering and WWDSE©
federal  Democratic  Republic  of  Ethiopia  -  Ministry  of  Water  Resources feasibility Study of Baro 1 & 2 Multipurpose Project
Volume 4 B Annex 4 B Page vui
Photograph 15-3: B2D-2 Core box 3 8 95 - 13 85 m ..................................................... 100
Photograph 154 B2D-2 Core box 4 13 85- 18 83 m  ......................................................................... 100
Photograph 15-5 B2D-2 Core box 5 18 03-23 12 m .................... .............. Photograph 15-6 B2D-2 Core box 6 23 12-27 39 m
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Photograph 15-8 02D-2 Core box 8    31 67 - 36 00 m......................................................................   -102
Photograph 15-9 B2D-2 Core box 9    36 00 - 39 94 m ......................................................................   103
Photograph 16-1 B2D-3 Core box 1    0 00 - 4 04 m.........................................................................     -104
Photograph 16-2 82D-3 Core box 2    4.04-8 40 m.............................................................................    104
Photograph 16-3 B2D-3 Core box   3  8.40 -12 40 m ............................................................................  1°5
Photograph 16-4 B2D-3 Core box   4 12 40 -17 66 m
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Photograph 16-5 B2O-3 Core box   5:17 66 - 21 94 m ........................................................................... 106
Photograph 16-6 B2D-3      Core box 6:           21 94 - 26 31 m ............................................................. 106
Photograph 16-7 B2D-3      Core box 7            26 31 - 30 51 m.............................................................  107
Photograph 16-8 B2D-3      Core box 8            30 51 - 34 85 m
Photograph 16-9  B2D-3      Core box 9            34 85 - 39 09 m........
Photograph 16-10 820-3 Core box 10: 39 09 - 40 94 m ........................................... 108
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Photograph 17-1 B2O4 Core box 1     0 00 - 4 30 m................................................................................ 109
Photograph 17-2 B2D-4 Core box 2:   4 30 - 8 55 m...........................................................................     109
Photograph 17-3 820-4 Core box 3     8 55-12 61 m .............................................................................. 110
Photograph 17-4: B2D-4 Core box 4:12 61-16 84 m .................. ..................................... ..... .......... 110
Photograph 17-5: B2D-4 Core box 5   16 64-21 20 m .
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Photograph 17-6 B2O-4 Core box 6    21 20-25.45 m...........................................................................  111
Photograph 17-7 B2D-4 Core box 7 25 45 - 29.85 m............ Photograph 17-8 B2D-4 Core box 8 29 85 - 30 66
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Photograph 18-1: B2T-1 Core box 1 0 00 - 5 00 m....................................................................................113
Photograph 18-2 B2T-1 Core box 2: 5 00-9 74 m
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Photograph 18-3: B2T-1 Core box 3: 9 74-14 55 m................................................................................  .114
Photograph 18-4 B2T-1 Core box 4 16 55 - 24 55 m................ .            .........,.......... ...... ....................... 114
Photograph 18-5  B2T-1      Core box 5            24 55-31 77 m............................................................... 115
photograph 18-6   B2T-1      Core box 6            31.77-3885 m ................................................................ 115
Photograph 18-7   B2T-1      Core box 7            38 85 - 46 41 m..... ......................................................   116
Photograph 18-8   B2T-1     Core box 8            46 41 -53.77 m ..... .....................................................    116
Photograph 18-9   B2T-1     Core box 9            53 77 — 59 86 m .........................................................  117
photograph 19-1 B2T-2 Core box 1:0.00-4.95 m...
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Photograph 19-2 B2T-2   Core box2:4.95-9 90 m...................................................................................   118
Photograph 19-3 B2T-2   Core box 39.90 ■ 15 30 m........................................ .................................. 119
Photograph 19-4 B2T-2   Core box 415.30-21 00 m ...............................................................................  119
Photograph 19-5. B2T-2   Core box 521.00 - 26.55 m ............................................................................... 120
Photograph 19-6 B2T-2 Core box 6 26.55 —32.22 m.............       .. . .............................. ... .. .120
Annex 4 0 Photog' 0a,o doc
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democralic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of 0aro 1 & 2 Multipurpose Project
Photograph 19-7. B2T-2 Core box 7: 32.22 - 39.50 m Photograph 19 8 B2T-2 Core box 8 3950-46 35m
Photograph 19-9 B2T-2 Core box 9: 46 35 - 53 00 m . Photograph 19-10 B2T-2 Core box 10 53 00 - 59 65 m Photograph 19-11 82T-2 Core box 11 59 65 - 66 45 m. Photograph 19-12 B2T-2 Core box 12 66 45 - 73.91 m Photograph  19-13  B2T-2  Core  box  13  73  91  -  81  47  m.. Photograph 19-14 B2T-2 Core box 14 81 47-88 50 m Photograph 19-15 B2T-2 Core box 15 88 50 - 95 56 m
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Photograph 20-1 B2T-3 Core box 1
Photograph 20-2 B2T-3 Core box 2
Photograph 20-3: B2T-3 Core box 3
0 00 - 5 00 m
5 00 -9 62 m
962-15.15m
Photograph 20-4 B2T-3 Core box 4 15 15-20.75 m Pholograph 20-5 B2T-3 Core box 5 20 75 - 26.15 m..
Photograph  20-6  B2T-3  Core  box  6  26  15  —  31  80  m
Pholograph 20-7 B2T-3 Core box 7 - 31 80 - 38 30 m
Photograph  20-8  B2T-3  Core  box  8  38  30-44  80  m
Photograph 20-9 B2T-3 Core box 9 44 80 - 51 54 m
Photograph 2010 B2T-3 Core box 10 51 54 - 57 44 m
Photograph 20-11 B2T-3 Core box 11 57 44 - 60 04 m
Photograph 21-1: B2T-4 Core box 1 0 00 -4 00 m
Photograph 21-2 B2T-4 Core box 2 4 00 - 9 60 m
Photograph 21-3: B2T-4 Core box 3 9 60 - 16.70 m
Photograph 21-4 B2T-4 Core box 4 16 70 - 24.10 m
Photograph 21-5 B2T-4 Core box 5 24 10 - 30 60 m
Volume 4 R Annex 4 B Page ix
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Photograph  21-6
Photograph 21-7
Photograph 21 8
Photograph 21-9
B21 -4 Core box 6
B2T-4 Core box 7
B2T-4 Core box 8
B2T-4 Core box 9
44 25-51 27 m
Photograph 21-10 B2T-4 Core box 10
Photograph 21-11 B2T-4 Core box 11
Photograph 21-12
B2T-4 Core box 12
Photograph 21-13 B2T-4 Core box 13 80 75 - 87 82 m
Photograph 21-14 B2T-4 Core box 14 87 82-94 90 m
Photograph 21-15 B2T-4 Core box 15 94 90 - 102 42 m
Photograph 21-16 B2T-4 Core box 16 102 42- 109 68 m
Photograph 21-17: B2T-4 Core box 17 109 68 - 116 75 m
Photograph 21-18 B2T-4 Core box 18 116 75-124 20 m
Photograph 21-19 B2T-4 Core box 19: 124 20-131 35 m
Photograph 21-20 B2T-4 Core box 20: 131 35 - 138 65 m
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Annex 4 B Photogr axes Baro aoc
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and VVWDSEFederal Democratic Republic of Ethiopia - Ministry of Water Resources Feas*tM|ity Study of 0a<o 1 & 2 Multipurpose Project
Photograph 21-21 B2T-4 Core box 21: 138 65 - 145 80 m................
Volume A B Annex 4 B Pa9«> x
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Photograph 21-22 B2T-> Core box 22: 145 80 - 153 10 m ................................................................... 142
Photograph 21-23 B2T4 Co'c box 23 153 10 - 160 40 m....................................................................... 143
Photograph 21-24. B2T-4 Core box 24 160 40 - 167 70 m.
143
Photograph 21-25 B2T-4 Core box 25 167 70 - 174 51 m ..................................................................... 144
Photograph 21-26 B2T-4 Core box 26 174 51 - 101 90 m
Photograph 21-27 B2T-4 Core box 27 181 90- 189 38 m
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Photograph 21-28 B2T-4 Core box 28 109 38 - 196 95 m ...................................................................   145
Photograph 21-29 B2T-4 Core box 29 196.95 - 204 22 m .
...   146
Photograph 21-30 B2T-4 Core box 30 204 22-211 63 m .............................................................. 146
Photograph 21-31 B2T 4 Core box 31     211    63-218 82 m ................................................................ 147
Photograph 21-32 B2T-4 Core box 32     218    82-225 85 m
147
Photograph 21-33    B2T-4 Core box 33:           225 85-233 42 m .......................................................... 148
Photograph 21-34    B2T-4 Core box 34:           233 42 - 240 56 m ........................................................ 148
Photograph 21-35    B2T-4 Core box 35:           240 56 - 247 92 m ........................................................ 149
Photograph 21-36    B2T-4 Core box 3624 7 92 - 250 99   m
149
Photograph 22-1 B2T-5 Core box 1     0 00-4 70 m ................................................................................. 150
Photograph 22-2 B2T-5 Core box 2     4 70- 10 32 m
150
Photograph 22-3 B2T-5 Core box 3     10 32 -18 02 m ........................................................................... 151
Photograph 22-4 B2T-5 Core box 4     18 02 - 25 48 m........................................................................... 151
Photograph 22-5 B2T-5 Core box 5     2548-31 13m ........ .....................................................................  152
Photograph 22-6 B2T 5 Core box 6    31           13-40      48 m ... .
152
Photograph 22-7 B2T-5 Core box 7    40           40 - 47    68 m ...............................................................  153
Photograph 22-8 B2T-5 Core box 8 47 68 - 54 75 m..
Photograph 22-9 B2T-5 Core box 9: 54 75 — 62 50 m ....
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Photograph 22-10 B2T-5 Core    box 10 62 50 • 69 58 m ....................................................................     154
Photograph 22-11 B2T-5 Core    box 11 69 58-76 76 m...........
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Photograph 22-12 B2T-5 Core    box 12: 7676 • 83 95 m .....................................................................     155
Photograph 22-13 B2T-5 Core box 13 83 95 - 91 50 m ................................... ................................ ...... 156
Photograph 22-14 B2T-5 Core box 14 91 50 - 98 90 m............................................... ....
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Photograph 22-15 B2T-5 Core box 15 98 90 - 106 45 m
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Photograph 22-16 B2T-5 Core box 16 10645-115 70 m............................................................................ .157
Photograpn 22-17     B2T-5 Core box 17 115 70 - 121    06 m..................................................................  158
Photograph 22-18     B2T-5 Core box 18 121 06 - 128    40 m .................................................................. 158
Photograph 22-19     B2T-5 Core box 19 128 40-136      90 m ................................................................   159
Photograph 22-20 B2T-5Core box       20 136 90- 143     16 m .................................................................  159
Photograph 22-21 B2T-5 Core box 21 143 16
Photograph 22-22 B2T-5 Core box 22: 150 60
Photograph 22-23 B2T-5 Core box 23: 158 40
Photograph 22-24 B2T-5 Core box 24:      165.88 r core* Bare doc 
- 15060 m......................................................... 160
- 158 40 m ....................................................... 160
- 165 88 m.......................................................  161
- 175 45 m ....................................................... 161
NORPLAN - NORCONSULT - LAHNIEYER JV
in association with Shebelle Engmeenng and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Waler Resources Feasibility Study of Bare 1 & 2 Multipurpose Project
Volume 4 B Annex 4 B Page xi
Photograph 22 25: B21-5 Core box  25 175 45 - 181 0 m 1^2
Photograph 22-26 B2T-5 Core box  26 181 0 - 188 75 m 162
Photograph 22-27 B2T-5 Core box 27 188 75 - 195 98 m . Photograph 22-28 B2T-5 Core box 28: 195 98 - 200 30m Photograph 23-1 B2T-6 Core box 1 0 00-4 70 m
Photograph 23-2       B2T-6 Core box 2 4 70-8 33 m . Photograph 23-3       B2T-6 Core box 3 8 33 - 13 10 m Photograph 23-4       B2T-6 Core box 4 13        10- 17 42 m 165
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Photograph 23-5       B2T-6 Core box 5 17        42           - 21 72 m....................................................... 166
Photograph 23-6       B2T-6 Core box 6 21        72           - 26 01 m
Photograph 23-7       B2T-6 Core box 7 26        01           - 30 44 m
Photograph 23-8       B2T-6 Core box 8 30 44-34 72 m Photograph 23-9       B2T-6 Core box 9 34 72 - 39 1 9 m.
Photograph 23 10 B2T-6 Core box 10 39 19-43 55 m
Photograph 23-11 B27 6 Core box 11 43 55 - 48 00 m
Photograph 23-12: B2T-6 Core box 12 48 00 - 52 35 m
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Photograph       23-13:       B2T-6       Core       box       13       52       35       56       55       m              168
Photograph        23-14        B2T-6        Core        box        14        56        55-61        07        m        169
Photograph       23-15       B2T-6       Core       box       15       61       07       -       65       45       m       169
Photograph     23-16     B2T-6     Core     box     16     6     5     45     -     69     72     m           ...     169
Photograph 23-17 B2T-6 Core box 17 69 72-73 87 m 170
Photograph 23-19
Photograph 23-20
Photograph 23-21
Photograph 23-22
Photograph 23-18 B2T-6 Core box 18 73 87-78 18 m
170
B2T-6 Core box 19 78 18 - 82 85 m
B2T-6 Core box 20. 82 85 - 87 02 m
B2T-6 Core box 21   87 02-91 67 m
B2T-6 Core box 22   91 67-96 44 m
Photograph 23-23 B2T-6 Core box 23
96 44-100 69 m
Photograph 24-1
Photograph 24-2
Photograph 24-3
Photograph 24-4
Photograph 24-5
Photograph 24-6
Photograph 24-7
Photograph 24-8
Photograph 24-9
GJD -1 Core box 1: 0.00 - 4 42 m
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GJD -1 Core box 2 4 42 - 8 86 m
GJD 1
Core box 3 8 85 - 13 04 m
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GJD-1  Core box 4:1304-17 59 m
GJD-1  Core box 5   17 59-22 00 m
GJD -1 Core box 6    22 00 - 26.43 m
GJD-1  Core box 7   26 43 - 30 82 m
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GJD-1
Core box 8   30 82 - 35 05 m
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GJD-1
Core box 9 35 05 - 59 53 m
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Photograph 24-10 GJD -1 Core box 10 59 53 - 40 11 m
Photograph 25-1 GJD -3 Core box 1* 0 00 - 4 63 m
Photograph 25-2 GJD -3 Core box 2 4 63 - 9 39 m
Photograph 25-3 GJD -3 Core box 3 9 39 - 14 10 m
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Anne. 4 B Photogr cores flaro doc
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry nf Waler Resources Feasibility Study of Bare 1 & 2 Multipurpose Proved
Photograph 25-4 GJD-3 Core box 4 14.10-20 85 m
Volume 4 B Annex 4 B Page xii
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Photograph 25-5 GJD-3       Core box 5 20 85 - 25 54   m .........................................................................   180
Photograph 25-6 GJD-3      Core box 6. 2 5 54 - 30 35  m Photograph 25-7 GJD -3      Core box 7 30 35 - 34 84   m.......
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Photograph 25-b GJD-3      Core box 8 34 84 - 39.10   m...................................................................   •••■181
Photograph 25.g GJD-3       Core box 9 39 10 -41 17   m. ........................................................................   181
Photograph 26-1. GJT-1 Core box 1. 0.00-4 52 m
Photograph 26-2 GJT-1 Core box 2 4 52-9 07 m
Photograph 26-3 GJT-1 Core box 3: 9 07 - 13 53 m
Photograph 26-4 GJT-1 Core box 4 l3 53 - 18 90m
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Photograph 26-5’GJT-1 Core box 5: 18 90 -24 05 tn..................................................................................   184
Photograph 26-6 GJT-1 Core box 6 24 05 - 29 85 m
Photograph 26-7: GJT-1 Core box 7 29 85-35 45 m
Photograph 26-0 GJT-1 Core box 8 3545 -39 66 m
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Photograph 26-9 GJT -1 Core box 9 39        66 - 45 91 m .......................................................................     186
Photograph 25-10  GJT-1 Core box 10       45 91 - 48 26 m
186
Photograph 26-11  GJT-1 Core box 11          4826-52 71 m ....................................................................... 186
Photograph 26-12  GJT-1 Core box 12'52 71 - 56 76        m
Photograph 26-13'GJT-1 Core box 13:56 76 -61 29 m...................................................... ■ ■ 187
Photograph 26-14 GJT -1 Core box 14 61 29 - 65 74 m
Photograph 25-15 GJT-1 Core box 15 65 74 - 70.35 m
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Photograph 26-16 GJT-1 Core box 16 70 35 -7469 m ........................ ...
..... 188
Photograph 26-17 GJT-1 Core box     17:       74 69 - 79.18 m................................................................. ...188
Photograph 26-18 GJT-1 Core box     1879 18-84 83m Photograph 26-19: GJT-1 Core box    1984.83 - 90 26 m . PhotograOh 26-20 GJT-1 Core box 20. 90 26 - 95 81 m photograph 26-21 GJT -1 Core box 21: 95 81 — 100.44 m
189
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in association with Shebeile Engineering and WWDSEFederal Democratic Repubi c of Ethiopia - Ministry of Water Resources Feasibility Sludy of Baro 1 & 2 Multipurpose Protect
Volume 4 B, Annex 4 B Page *
1                             BOREHOLE B1D-1
Photograph 1-1 BtD-1 box 1 0 0-8 31 m
Photograph 1-2 B1D-1 bo* 2 8 31 - 12 64 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEF&dera Democratic l^pubhc of Ethiopia Ministry of Water Resoufces Feasibility Study cl Ham 1 & 2 Multipurpose Proieci
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Photograph f-5 B1D-1 bo* 5 22 09-26 32 m
Photograph 1-6 B1D-1 box 6 26 32-31 6 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEfederal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of Haro 1 & 2 Murtipurpose Project
Volume 4 0 Annex 4 0 Page 5
Photograph 1-9 B1D-1 box 9 42 67-48 13 m
Photograph 1-10 B1D-1 box 10 48 13-50 35 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEr ederal Democratic Republic of Flhiopia - Ministry of Waler Resources r eas»bilrty Study of Raro 1 & 2 Multipurpose Project
Volume 4 6, Annex 4 B Page 6
BOREHOLE B1D-2
Photograph 2-1 B1D-2bo* 1 0 0-8 70 m
Photograph 2-2 B1D-2 Core fao* 2 8 70-15 76 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Waler Resources Feasibility Study of Baro ’ & 2 Multipurpose Project
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Volume 4 0, Annex 4 B Page 10
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engmeenng and WWDSE/
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Photograph 3-4 B1D-3 Core box 4 26 97-32 58 m
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Vol ume 4 B. A one* 4 B Page 12
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Photograph 3-6: B1D-3 Core box 6 37 87-43 34 m
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Photograph 3-11 B1D-3 Core box 11 64 25-69 30 m
Photograph 3-12 B1D-3 Core box 12: 69 30-70 40 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engmeenng and WWDSEFederal Democratic Republic of Ethiopia Ministry of Wafer Resources Feasibility Study of Baro 1 & 2 Multipurpose Project
Volume 4 B Annex 4 9 Page 16
4                          BOREHOLE B1D-4
Photograph 42 B1D-4 Core box 2 5 70-12 11 m
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Volume 4 B. Annex 4 B Page 17
Bo'ehoie KD-4 - core photographs
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and VWVDSEFederal Democ'atic Republic of Elhropia - Mimslry of Water Resources Feasibilly Study of Bars 1 & 2 MuHipurpose Project
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Volume 4 B Annex 4 [1 Page 22
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Photograph 4-14 B1D-4 Core box 14 67.00 - 70.28 m
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Volume 4 B. Annex 4 B Page 23
5                            BOREHOLE B1D-5
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and VWVDSEFederal Democratic Republic ol Eihiopca - Ministry ot Water Resources Feasibility Sludy of Haro 1 S 2 Multipurpose Project
Volume 4 8 Anne* 4 0 Page 24
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Photograph 5-4. B1D-5 Core box 4 13 55 - 18 46 ffl
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Voiume 4 0. Anne- 4 H Page 151
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Volume 4 B Annex 4 B Page 153
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Photograph 22-8 B2T-5 Core box 8: 47 68- 54 75 m
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NORPLAN - NORCONSULT -LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratc Republic of Ethiopia - Ministry of Water Resources Feasib I ty Study of Haro 1 A 2 Multipurpose Project
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Volume 4 8. Annei 4 B Page 155
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Photograph 22-12 B2T-5 Core box 12. 76 76 - 83 95 m
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Volume 4 B Annei 4 B Page 156
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry o? Water Resources Feasibility Study of Bare 1 4 2 Multipurpose PrOjed
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Volume 4 0. Annex 4 B Page 160
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democfabc Republic of Ethiopia Mm siry o* .Vater Resources Feasibility Study of Haro 1 & 2 Multipurpose Project
Volume 4 B. Annex 4 B Page 161
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NORPLAN - NORCONSULT - LAHMEYERJV in association wrth Shebelle Engmeenng and WWDSEFederal Democratic Republic of Elbtcpia - Minislry of Waler Resources Feasibility Study of Baro 1 & 2 Multipurpose Project
Volume 4 B Annex 4 0 Page 163
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Photograph 22-28 B2T-5 Core box 28 195 98- 200 30m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratic Republic ot Ethiopia - Ministry of Water Resources Feasibility Study at Baro 1 & 2 Multipurpose Project
Volume 4 B. Annex 4 B Page 164
23                          BOREHOLE B2T-6
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Volume 4 B, Annex 4 A Page 165
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Volume 4 B, Anne* 4 H Page 167
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEc ed*»ral rternocraiic Republic of Ethiopia - Ministry of Waler Resources Feasibility Study of EJarp 1 A 2 Multipurpose Project
Volume 4 0 An^ei 4 b Page 169
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Volume 4 B Anne* 4 B Page 1A9
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Volume 4 B. Annex < B Page 172
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NORPLAN - NORCONSULT - LAHMEYER JV association with Shebelte Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Waler Resources Feasibility Study of Baro 1 A 2 Multipurpose Project
Volume 4 B. Anne* 4 B Page 173
24                          BOREHOLE GJD-1
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Volume 4 B, Annex 4 B Page 174
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Photograph 24-4 GJD -1 Core box 4: 13 04 - 17.59 m
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NORPLAN - NORCONSULT - LAHMEYER JV in associahon with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of Baro 1 8 2 Multipurpose Pro|ecf
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Volume 4 B. Arnex 4 B Page 176
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Volume 4 B. Annex 4 R Page 177
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Photograph 24-10 GJD-1 Core box 10 59 53 -40 11 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEfederal DemoCialic Republic of Elhiopra - Ministry of Waler Resources Feasibility Study of Rare 1 & 2 Multipurpose ^rojeci
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25                          BOREHOLE GJD-3
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Volume « B, Annex 4 0 Paae 181
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democ/atic Republic of Ethiopia - Ministry o! Water Resources
F easibilrty Study cfRarn 1 S 2 Multipurpose Project
26                        BOREHOLE GJT-1
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and VWVDSE©
federal Democratic Reoubl c of Ethiopia Ministry of Water Resources Feasibility Study o! Baro * & 2 Multipurpose Project
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Volume 4 B Annex 4 B Page 184
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Feasibility Study of 3aro 1 A 2 Multiourpose Project
Page 186
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Volume 4 0 Annex 4 6
Page 187
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Photograph 26 13 GJT -1 Core box 13 56 76 -61 29 m
Photograph 26-14: GJT-1 Core box 14 61 29- 65 74 m
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NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineering and WWDSEFederal Democratic Republic of Ethiopia - Ministry o< Water Resources
Vo'ume 4 R Anne* 4 B
Feasibility Study of Sara 1 A J Multipurpose Project
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Federal Democratic Republic of Ethiopia Ministry o» Wafer Resources
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_______ ____________________
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nTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA
MINISTRY OF WATER RESOURCES
BARO MULTIPURPOSE PROJECT FEASIBILITY STUDY
Final Report
Annex 4 C
Summary of Field Permeability Tests
September 2006I
1
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1Federal Democratic Repub'»c o< Ethiopia - Ministry ot Water Res Feasibility Study of Baro 1 2 Multipurpose Protects
Volume 4 8 - Annex 4 C
Page 1
SUMMARY of field 
test reu^s-
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Luegon Values
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Comments;
no.
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Im]____________ 6 5-16
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10 0
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9,4
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1 3E 06
1 3E-06
1 3E-06
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Summary of Test Res BAR 1
NORPLAN - NORCONSULT - LAHMEYER JV in association with Shebelle Engineenng and WWDSE
flFubefal Democratic Republic ol Ethiopia - Ministry art Wat&f Resources
Feasibility Study o< Bara 1 2 Multipurpose Projects
Volume <9- Annex 4 c
Page 2
Luegon Values
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2 2E-09
OOE‘00
4 5E-10
1.0E-09
ROD =100
B1T-3
125- 160
Feklipabc-tholil ijnqiss
0.9
0.3
0.6
0.5
66E-06
4 2E-O0
5.4E4B
5 4E-OB
WQD-iOO RQD^70<rorn 137-14Om
B1T-3
151 ■ 161
FeidspaElc-tnalil gneiss
2,5
0.5
12
1.2
16E 07
4 6b-06
8 BE D*
8 at 06
RQD-100
01T-4
05 - 101
FelOtpalic-bicW gne«ss
0.1
0.0
0.1
0.1
fl 9f 09
1JE-O9
5 BE 09
5 BE-09
ROD vanes 65 100
B1T-4
116- 120
FddspebC-bloM
12.2
a,4
104
10,0
1 6E-06
1 2E-O6
1 4E-D6
1 4E-06
RQO-IOO
H1T-5
40 - 56
Fresn dark arnhtxkite
08
0.3
0,6
00
1.3EO7
4 9E-O0
9 6E-M
9 6E-OB
KQD vanes 7(190. avsrayo approx 50
B1T-5
52 ■ 71
GraonrtFi/pinc ampnoollie
00
00
oo
0.0
0 DE *00
O.DE-OO
O.OE-OC
O.OE-OO
ROD >100
01T-5
52-60
GrwnlaWpinc amphtboitle
00
0.0
0.0
0.0
O.OE*OCi
C DE + CXj
O.OE+OC
o or*oc
ROD-100
01T-6
21 -32
Quartz feldipalc gneiss
0,0
0.0
0,0
0.0             [ O.CE-OO
o,ot*oo
O.OE+DC
0,0E*0£
RQD^IOC
0lT.fi
35 - 50
Quartz leld&palic gneiss
0,5
0,2
0.3
0,3              1 5.8E-O6
1.6E-O0
3,BE-0Q|          3.6E-08]rQD»100
.Annex 4 C Bara_ summary_oL field. permeability jesls_F'nai *ls
Summary o< lest Res BAR 1
NORPLAN - NORCONSULT • LAHMEYER JV in association w»ih Sheoelte Engineering and WWDSEVolume 4 B Annex 4 C
Pago 3
ts.
Luegon Values
Coeff. of permeability k (m/s)
Comments;
j 031 Section
1
| Material
'K>
High
|Low
^Average
1 Recomm-
Low
(Average
Recomm ended
B2O-1
'8 25
I CcKTiplulo)/                         gneiss
I 357
J[—
21.4
28 9
30.0
2 9E-O6
2 IF 06
2.5E-06
2 5E-O6
Ran
B2O-1
21.7-31
Completely *<Mihofed gneiss
23 1
155
18 7
19.0
POE -00
1 6E0ft
1 7E-06
1.7E-06
RQD=0
BzO 1
30-40
Moderui©»y *eo(r«ered-h»sr gr*«'»b
44
20
3.2
32
4 7E-O7
2 1E-07
3.5EO7
3.5EO7
RQD-70 to 100
020-2
0.7 - 7.5
Clayey sandy s*n {residua* soP)
2 5E-O7
P 5E-O7
Falling Hoad lest
0202
12-20
Transition soa fresh gr^iks
3 3E-O7
3 5E-07
FnMing Head loaf
B2D-2
21 - 30
Fresh dark amjVWKjHIe
11
00
08
05
1 IE-07
OOF’00
ft 2E 08
7,OF-08
RQO worms 75-100%
820-2
30-40
F rev- dark 4»'»{
02
00
0.1
01
2 DE Oft
OOE’OO
OBE-09
1 0L Oft
ROD-100
920-3
j.o - e i
Reddrsn m»i (sand 5 ciayj
37E-0B
5.0E-08
Fawng Hood lost
020-3
10-22
toCihi gn«tM
03
01
02
02
5 0E-08
8 PF *09
2 zc-oe
2.7E 08
RQO = 100
020-3
20- 31
■-AMKr-C«MMa QfWWBt
01
00
00
00
ft 2E 09
OOE’OO
1.2E-09
1 OE 09
ROD* 100
820-3
W 41
2ua*: tm44» grwraa
00
00
00
00
OOE’OO
OOE’OO
OOE’OO
0 OF ’00
ROD-100
020-4
05 25
Kethbsr* tviwm row
5.5E-07
5 0E-07
Fa*ng Head lost
6204
7- 10
<X*orr                       gne<ss
01
00
00
00
1 8F 08
OOE’OO
4 4E 09
5 0E -09
ROD-100
02T-1
20- 17
•”>*» StyW» «WMirw»0 gr*«M
20 3
7.1
14 1
15 0
4 4f 0ft
1 IE -06
2 IE-00
2. IE-00
RQO warm 10-50%
B2T-I
32 41
’v»h twulrle lrMLlM-a<<
27 5
00
17 1
17 0
4 OF Oft
1 JE-OA
2 5E 0ft
2 5E-OO
RQO vanes 40-60%
B2F-1
42 40
taoMe                       QTWH<t
37 1
175
J* 5
JOO
5 Of. Oft
2 3E 0ft
3 flE Oft
3 7E-00
ROD warms 50-90%
0211
47 00
rV Cw4iW f^dspetr gnaws*
5)4
24 3
34 9
35 0
791 Oft
3 7f 0ft
5 2F. Oft
5.5E-00
RQO = 50 al 48-50m rest RQO approx 100%
B2F 2
41 01               F
r1
*<'  twutae                         gne>%«
03
01
01
01
7 41 Oft
22E OR
2 2F. 08
2 2E 08
RQO-100 except 43 2-43 6m RQO-30
m2
ee ri f
’F*h tw 40 iMhcahr gn»«ss
04
02
03
03
5 7f OR
3 ftt 08
4 7E Oft
4 7t Oft
HQO-100 eacepf 67-97mft RQD-30
Mf 2
7? 82               •
»»•* twcMSr ie*5*CMatK (?*'»•
50
38
4$
40
8 4f 07
5 71 07
ft 7E 07
0 0F07
RQO’ 100 from 72-77m RQO-10 7 7 87m
MT 2
70 02               I
'inh taoMe
22
00
to
1 ft
3 It 07
1 54 07
POE 07
2 5E-O7
RQO’ 10 <rom 78-B3m rest RQO generally 10O
■TM
•0 101               Fl
eV. twotue 1rKtHMrts g» •■•*•
if
05
07
07
1 6C 07
8 IF. 08
1 IE 07
1 IE 07
RQO-100
Summary U Test Res BAR 2
NORPLAN NORCONSULT - LAHMEYER JV n association with Sneoeile Engmeenng and WWDSE
f
*
I
TDemxrXic
cf Ethc<xa - M«mstr> □! Water Re$ojrc®s
Volume -I fi Annex -I C
Pago 4
^c«4»T|
& 6*r. 1 2 UL-Xv-'i’J^e r*fu*act5
Luogon Values
Coeff, of permeability k [m/s]
Comments;
Sqrw hole
TQ
Tm2 SeCxa"i
Mawrut
High
Lent
Average
Recomnv ended
lw
Average
Recc.fr.n    *-' erutfed
B2T-S
25 - 34
5,6E4)a
5 bE-DH
F airing Mswij let!
ajj i
36 46
ixxnpaQtj
^ncs^
, 21 9
9.5
14 0
15.0
2 7E-Q6
1 3E06
1
2 OF 06
RQD^d
B7T-S
100- 120
f fl&W CmuM* ksrls^u. gr*KS
2.S
2.0
2&
20
37E 07
3.0E-D7
3 4tO7
] 4E-07
RUD -90 -100%
SZT-t
120-149
F ' »*■' bcftw <v>7 K-a^
3.2
79
30
3.0
4 4E 07
3 7EO7
4 DE-Of
4 Ct-07
HQD= 1 CO. *?jLi_ep4 129-134m. RUD 70-WQ%
eziM
15G 170
Fr*v                    ieil^au. gr«<M
2.4
?.O
2.2
2,2
3.3E-O7
3.&E4D7
2.9E 07
2 BE 07
HDD-1 (XI, QAcept             setiicsn ROD=9d-9(J
arra
170- 192
Fr^sr. tMjUto «ev2&p*te
20
13
1.7
17
7.»E 07
1 JE 07
2 3E4V
2 IE 07
ROD-tUO, met pt it* «clKjn RQD=0iF9O
527-41
l&i 211
Fmfi teOc kMdt^U
3.7
?y
3.4
14
4.BE □/
3764)7
4 IE 07
4 3E-D7
RQD= iOO, excepl 192 196m HQD- 75
*?!-*
212-230
f rnr &OHe                              grasps
12
0.7
09
0.8
1 GE-07
87 E ub
1 2E4J7
1 2E-O7
■RQD-100 iucapl 226-22an RQO=G5
B2T-*
m ■ 242
F ttnJ> botla 1«2$£3U: X«n»»
0.4
0.2
03
0.3
5 IL Oft
3.1 E-M
3. at ca
3.8EO6
RQO'100 OMCtpt few kcImjc RQD B0-90
B7T-4
241 250
F r«V» t*jM« W3 K-aU-
0.9
06
0.7
07
1 1E-07
7.3E-OB
0 6E-GB
t± hF 06
RQD=*90-1M
STT-i
74- 101
Uoatr«4ip f *wm fimdsp OTfiss
,
14
10
1.2
1.2
1 BE 437
1.2E-O7
t.SE-07
1 5£O7
HQD*9Q-100 except 81-Win fiQD =65
B7T-S
ltd 130
Uc£tarate>- *fca3i taxli^ rjne'.fiJ
07
0.4
0.6
0,5
9BE-0B
5. ZE 08
7.6E-M
/fcfc 30
HQ0=1W
B7T a
TjO - ISO
□uarz-bcttc
lowhrJ
0.&
0*
0.5
0.5
7 4E 06
6.0t 'OS
G.BE-QO
e 0E-CH
ROC K» »acep< 144-147m RQD*75
i&zr-S
W ’ 172
Quarz -tolAe gneo*                     ftofccllrt
0.3
02
0.3
03
4.4b oe
Z BE-0B
3.9005
3 9E--J6
ROD’100
BJT S
T7D 161
Uj7 b-oOH- gneiss. •**< looted
04
02
0.3
0.3
47EOS
3 M-0B
3.9E-0B
3 9E-ya
RQCMOT t c<pt 172.174m ROD=75
t
ft?7 5
181 -IS?
Ljujir/'flObU g trss wtw iGlMted*
r
0,0
0.5
07
07
1.2E-Q7
&.BE 06
9.0E-06
9.0E-D6
ROD «an«k 5Q IOQ\
VM
190-200
Cwtt .MO g-wfci weir staled
14
o.y
12
1.2
1 9EO7
1 ZE-07
1.7E 07
i 7E Q7
ROD > 3^=6 50-100%
an-a
50 70
DM                         rfrn;A<XjiLfc
13
1Q
10
1.0
8 DE 08
7 IE QB
7.7E-O8
’ 'E-iia
RQDitOft
&2T-6
70 ■ BO
tj«rti ’jTirtirirfen ampMxx4e
0.0
00
00
0.0
DOE *00
0 Dfc*Q0
d.OE*oa
0 QE-OD
RQD=1M
B2M
BD - 90
DM g/wfteun ampntolile
0.0
0,0
0.0
0,0
O.OE*DO
O.OE’DO
CEDE* DO
O.G€*OC
ROD-10CJ except ttS-67m RQD 50
62T «
1*0 ■ 101
Dark g*«™wi ^jfiCZ>.EzJJ&
0.0
0.0
o.o
0,0
O.OE’OO
O.OE’OO
O.OE + Ot
J       G.UE-OC
AQOMOO
Annex 4 C Bsrg_summary_D*_ fteJd.pt* meabihtyjealii Final *1®
Sufnmary of Tesl Res BAR 2
NORPLAN NORCONSULT LAHMEYERJV n a 5500 al or *ith Shabelle EnginewriiKj and WWDSEy Study pt Baro 1 2 Multipurpose Projects
a          0     a l ,C Republic ol Ethiopia - Ministry of Water Resources 
f >UMMARY of fie'djjerrneabilit^test reults.
Feaa^ili^Q| LM^ ?n ’ '
Volumo 4 B . Annex 4 C
Page 5
Boe hole
no
GJD-1
GJD-1 ~
GJD 1
gjo-i
|GJM
GJQ-3
GJO-3
GjD-3
GJT-1
GJT-1
GJT-1
GJT-1
J°BI Section        Material
Luegon Values
Coeff. of permeability k [m/s]
Comments;
Average Recomrn-
______ ended
Average
Recomm-
20-34
30-40
3 5.8
10 22
22-31
31-41
50-71
70 • 82
80 91
91 • 100
Hl 9hly weathered/lrrish gness Fresh quark 1e’»ospatic gneiss Fresh quark feldspaUc gneiss Fresh quartz fe*dspat»c gneiss Weathered txMite felchpalc gneiss BM»ie feldspalK gneiss
biotite leldspatc gneiss Fresh quark lekHpefc gnmss Quartz t-U 4 e gneiss
Quartz txulHe gn**ss Quartz totite gneiss Quark tacMe pn**ss
ended
2.4E-07!            24E07I    Fall’nj Head lest RQD=0-100
2 7E-09       0.06*00         5.36-10
5 06-10
ROD 100
0.06*00'       0.06*00        0.06*00'        o.oe+og;RQO 100
5.0E-09       0.06 *001       1.0E-10I      0.06*001  ROD 100
2.66-07         2.6E-07     Falling Head last RQO =0-100
3.2E-O7       20E-07I        2 66-07
2.66-07   RQD=100. except 14-16<71 RQD-70%
O.OE*00|     0.0E*00
O.OE*OOl     C0E*00|      RQO =100
00E»00|       0.0E*00i       0,OE«00       0 06*00    RQD-100
4 6E-09
0.06*00          1 3E-09         1.3E-09  RQD-lOO
1.0E-08       8.2E-00I       1.3E-08                        RQD-100
3 5E 08 1.7E-08 2.6E-08 2 6E-08I RQD-100 - \85 in sect.on)
5 5E-08        4 OE-08       4.7E-O8'       4.7E-08
RQO» 100 • (85 n section)
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rece'a Oemccrahc Rapjfrc of Elhooia                      Ministry of Water Resuunes Fsa5<H«*Y Study Barn 1 2 MuR»pmpcmi Prefects
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Page 23 of 6C
Federal Democratic HepuWc of F’*«fw» M«n^iry of Waler Resou'-® Feasibility Study ol Bam ’• 2 Multipurpose Projects
Watcr Pressure I esting
PTnial Haro Muthpurpox P?o*k1 rjcmh -.n^i Site Bimo I
KorclwHC Nn Bl'l J
Borehole Depth 16090 Im) b GL
Waler Level Before^  Pm) A 25 2(J 1m, Hevfh! of pteuurc raugc 0 Rfr (m i ibovc G1 Height of **icr swiveln Im) above GL
7
Test tcctinn (m)-
length of !Mt aeettori • 
151 Io 1M.5
ft,ft m
Comultoni Noiplan-KofconMj’LLahmci'XJ^
Dale 23-03-05
( using Perth 9 7ft (trvbGl
HHdic 96_________________ Im ml
Single Double packer Sinale packer
Hmevre *9mrr
Camrd mi! Zebena A Abm
Sheet _L _1
1 ; MI0B
SYtvuut
Turn
\taar
Re«hn«
llow Ratn
ugeoo
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< ucHiciet of
Pemwabthty
k
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btart
fan th
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iliimi
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2
ll.i
U
l(J
2*309*3
27314-1
-------------- M
•
2.53
1 6E < 7
4
1?
12.1
IC
273153
273192
19
0 HR
6 ?E-06
nil
12,21
JU
27119’
273240
41
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7 i.E OB
_______
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<
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1232
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273240
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0 51
4.6E-O8
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12.44
ic
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771213
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•
101
6.5E-0B
1 15
8 TO-0B
Permeability testing B1T-3
I—♦— 01T-3aC-’OO mLu
W—B’T-3    100-125    m    Lu
—*■ B’T-3 125-152 m Lu
—•— B1T«3 151-161 mlu
•   «- BIT J ©0-100 mDoa
-   ■*’ BIT-3 IGO 125 m Rm
-   ♦- 01T-3 125-152 m Flow
•            -01T 3 151-161 ml low
PrvMure (bar]
An”o« 4 C B.vo summary. ot.hrH permeaWy tests Final a «
BIT l
NORPlAN SORCOKSULT - LAHMEYER JV n acwca-or, wth S’-wbwle tngineefr-g and WWDSTm.-.j
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rVofcjma 4 0 Annc« 4 C ©aga 25 of 60
federal Domocrai'C RetxjOc of Ethiopia Minrsiry o< Wafer R<wjcart Feavt**» Study of Bam ’ 2 Mubpurpou Projects
W a ter Pressure Testing
tooted     Hatu     MuthpujjM’x     l*rpie£_Geol«h     invert St it       BaroJ
Huiehole No •LES
Borehole Depth 55 82 (ml bGL
Wain I evel Befoie U 52(m) A U<rn|
Height of pceM.nr gauge 0 40 tm) above (it Height of M**tf '*ivelO_40 im- above <il
Ten writow (■»):                              39,4 to H.I2
Consultant   Nonilaii-Nor   consul   I   I   ahtncyeiiy Date 144J42
Caving 1 kplli 9 7K i m J b Gl
HH die______ ft___________ imm) Single Double park*< Nngk packer Hrivesize I9mrr
Gamed out Zebcnj A \tfJ
Sheet l_ of_l
length of tavt aactton =
16,22 m
‘■•W6
PrtMure
tone
Meter
RcaAra
now RmIzi
lupaon value
('nelTiciei  of Penncabilm
k
MrmaH*
Sun
loir
Flap ted
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Ininh
\ r4ume
htant
L<vnln
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4
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9* 169
SI
5,1
0 79
1 3E-O7
5
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9592-
54
54
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1 1EO7
6
1 21
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91921
95991
fi»
rl
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n
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0 59
9 5F 06
4
1.4!
433
10
940.49
M0?9
jq
0 31
4 91 08
06
| 9ME-0B
J
Waler F’ressutc Jesting
Site Haro-1
BtMvbok N<» UH 5
Hotchok Depth 71.41 (tn) b GL
Wafer Level Ik tore WSi tn) A 4 4< (m) I (eight o! p» cuurc page Q. K < m > above < >1 Height ol water smvcl >l 86 Im i above Cil
Dale 01-04 01
Casing Depth 9 78 lm'1 h GL
IlH d»e 96
t mm I
Test scenaa (m);
length of last section ■
<2 to 71.41
19,41 m
Single ‘.Joublc packet Sragk packer Hove vi/e 19mm
Carried out Zcbcrj A .Abera Sheet J_ol |
■ lUUE
rrevauir
Time
Meter Reading
1 low Rate*
•ugaon value
Coefficici •'
Pmwcahi liey
h
Rnnaii* 1
k^*cm2
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0
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n
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0
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n
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2731 * a
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17 14
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NORPLAN - NORL7NSULT - LAMMEYER JV awoumiton *th Shrbr -e F nqiner-^-; and WWDSE
Anne> 4 C Raro_^nnnary of field pprniw&lrtyj*** FmaJxIs
BV-5Y0</^B 4 S Anre*. 4 U Pagv 7fi uf ffl
Dmwalic FtepuDlrt or E^ccia - Mmniiy r ****ll|y 5?Ldji of Barn 1 2 Muflipixpow Protein
fr>tcr Presume I estintf
Paim Bdfp  MwtIttHirtoK Ptpjcct GflnlCTh  ictw
5ilr Bart]
BflrehflteSc bit-<
Borfiiolc Depth BO '/. I rri I b G L
'Aficr LemI ikRw iftifiTi ■ ■* 1229 ini Height «f pie siure ti.tuiir Q.ib toi!1 aiw^GG I Ibij;hr if WQ|r- iwivd >' Sft J m | ahr<vt GL
o* 'Aator flrtftlfTK
Cor-5-iliini Sjnyljr>- frrfiEtunirtill L*Jirnc< t 1 v
D*k 02-<><-05
Ciiint:  Det’JSi   $  ’’’B  I  m)  b  GL
aH Jk (mini
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am cd, om t        Zriwna JL Afeni
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__  ______!
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Permeability tfrstiftg H1T-5
—*—HlT-S40b6R Lu "I
—etr-S52-Jlrr Lu
-    •—Sir 5 52-Bii m Lu
-   -•■ BIT 5 40-56 <n r-HW
-   *- R1T-5 57 71 m*-k7W * *- B1T-5 52 60 mf w
Preaiure (b«r|
Mjbc’LAS - NORC0NSULT-LAHME  RJV
W
A.W4 C34‘0_r,uTrrarv □! nekLpM'HMbay Ittls Tmal.3
BIT %
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En-iin^rnq Hng WIMDSCVo*.. ’W 4 0 Annex 4 C Pagn 2? ol B0
Fori era Domocralw. Hopwbic of Elhco«a ■ M<mt'y o1 Water Resource* FaatMlily Study of Bern 1 7 MuMoutpose Projects
Watcr Pressure Testinjj
EMM L<ju«» MutlipunxyK
Site Betg-1
bcttbule No BIT-6
Borehole Depth >2 05 im> b.GL Water Level HdnreT'm) A 6 4U (m)
< rentcch ifUQT
He»«frt  of  prrnwe  gauge  3  86  (mt  above  G1 Height of *Mcr swivel n 56 (m[ above Gl
Trvi tecfiaa (•)■
lenge- o< twat *ectx>n • 
II to 
32,05
11.05 m
Comullant Norrlaii N<X£oewiVL*htnCX<Lj ’*
Date 21-QJ-Q5
Casing  Depth  Q  7R  (m)  b.G*
FiH die 96__________________ '
Single     I^ouHe     packer     SiRgh     Mlbll
Hosesire
Cametj cui Zebenn &. Abai
Sheet I of I
L>*u^<
? r.'.Jir
Time
Meier
RemRii*
1        Pair-
lugeon value
i edfioeief
Prrmmh lrt>
1
Renurt i
kyfcm2Xb **]
Suh
1 lapvetl
Start
Tmiih
Vnluene
1 litcnl
l vr ir
4
4<■
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ID
27342?
273427
0
0
0
orc«oo
5
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4J6
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n
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27342’’
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27342'
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n
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0,0
orc«x
r
FhoM impMiilbDumtMc Ihokci Gcutesh. ltleJ 
s ’*e Haro |
BoreholeNo BlT-6
Borehole Depth 50,17 I ml b.GI
Wain I cvrl Before HJ.MQfm) A 17JJ (ml Heigh’ of pecMurc gauge 0 8h (m) above GL Height of *atrr ’-*ivri n R6 (mi above Gl.
Trtf Mxt»oa(a»|:                                    3S Io 50,17
Consultant Sorplagi-Nof consul I Lahmeycr JV
Dale 29.03 01
Caving Depth o_7| tn • b GL
Bl I d le            96              _____(mmi
Single    Double    packer    Single    packer
Hose size Hhnrn
Carried out Zehena A Abera
Sheet _1_ of 1
length ol lest fraction =
16,12 m
Gaupe
I’retuirr
Time
Mctei Reading
Flw Rar*-*
lugeor
v-akje
1 neffind nl
Permeability
k
Ramarii
k<yem2
Suh
limdi
1 lapsed
Mart
1 ini«h
Volume
t liter*)
Umin
5
i: ;i
12 11
10
273676
271711
35
v
5
S4E 00
6
12.1?
12 42
Ifl
27.171?
271?6O
43
41
05
seE-ofi
7
12 4 >
UM
la
273766
2737V1
2’>
2.'J
03
35e-U6
t.
12-3 4
L'34
10
27J796
273516
20
OJ
2 7E-0B
1
l.0<
111
10
271116
27112M
U
12
02
i rcoe
0 3]
3ft>E<ia
Permeability letting B1T-6
-•— B1T-621 32m Lu
*—BlT 6 35-50m Lu
-   *•- B1T 621-32 m Few
-   «- B1T-6 3S 50 m fiow
0
2
5
Pressure (bar]
6
8
NOWPLAN - N0BCDNSUL1 LAHME VFR JV n assrv-iator wnh Shebelle Enijineerrg a*-3 WWDSE
Annex 4 C B»ro_ summary o*_f»fd.t>errrM!Abi:% *ests_Final »Is
017-6'VSVM * P - Anrwi 4 r
■\iQn 2a or fra
f ftdei-jii C^mocracic  «0ubBc of Ef^c
a
MinUhy arWtlti Rfinnurcri
Rlutfn af 0ara 1 2 MLrti purpose F-MCtl
WatgT Pressure T&Mmg.
Pi^ICCl Baio Mull itEirpp^e Piojicd IjpotesJi in.mes| 5.14 Bjq-2
Borehole Nn P2OI
EkHchok Oqidi 24^7t m;. b lit
’*nt<i l evel
A J.1J£ ml
I IdigM of pfEwisHff puge {J 4U i.fn !< Ute*e <j I • I leigjM a I vaguer &•»■;« 10 4DI hi} aberr fit
Till
tangFtti (rf Irtl WCEU3H =
]| lu.
14,fT
i.H m
l'uitiul LintNtXD**i Norton^'i L4f*"*vcrJV
Date 1&-IMJJ5
C xnri|£ I krpth I’Q irftl ti Gl-
HH <1 is _             ___________ l h««*'
Single Ikiwtite paekff frmete aachgr
Hose size 1
1 :mfif d nu-1        Zcbcii & At«TJ
Sheet I of 1
K*-*1
| Pttiwe
T
Mrirr
im&ng
Ho* |twi
■alUff
L nettil i«i <?T
PermsibiliN1
k
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4lW
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tln|l’urd
Srirf
1 J>rUi
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1,‘min
fi
7f
If
’*!5
63 r
IT 47
i.JE '*■
i
T31
■ 01
LO
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a i.-i
T!H
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24 ftt
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i
in?
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5«5
746
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riAT
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2 -1 4Hi
28 94
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Uatcr Pressure Tcslinx
h^WIGt BaJu 1M:J| JUnMM? PriHCkE tefflft. lu-if.ven Srtt &|Wj
BcfEhnle Nd UOI
BOTthute Dtpdt I’m] li GL
Wllcf L evri Ifefwe 22 I ?i en ', A 2 i ■* I *ft
I fieighl d1 pT^iurs y.aup* fi Afr |> i abfl^C Gl Height nf *aier wwpl 'I *' * fft’i abtiw (iL
CrHijultinI Ngrafin- Nui EUltmLt-1 -dung* CT  -n.'
LW IM-_0tD2
Fail ng 3 JcptJi Id hi } b GI
HH d«   76
___ I nuni
Trtl mim (m]it
liragtti <rf Int neji<>n ■
IM* lo 70.97
9,31 m
S.n|tlr Doubt pvti S.-tk jKktf
Hlik sure ISmo"
imedmw Zctena ft Ab<ia
\h|X‘ I Uff |
TrfflC
Meier Rcae.i^t
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ugson
Throws'
i'tKffiCICi FT P’fiF’TTTshni i!%
k
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totrn2
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G'Hur:
1 ' .H
1.1*
1'3
107165
Hr®H
644
M4
23,06
7.01 .«
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17
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721
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tinofi
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IT 72
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1.41
1 5B
10
1IU9] 1
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341
M,'.1
19.44
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toils F.FU' Ilu
B2C-1
N-OfiP'J/i - NOAr.CNSULT - uAMMFYER JV In. aHtDri-gsiiM wth SbnbaMIfi Ergir^n-’q 'AWDSEcAj<nt>4P Annin 4 (
F'jqc .'** ol 6<>
Federal Democratic. Repu&c. of Ethopta                 Mwitilry ol Water Re^o."*!
r»ai»b-hry Si jQi o< Bare • 2 Mu*»put>c-so Rrojecia
Water Pressure Testing
prpiBd  tuiii Mei nmiMnc I *r sirs’ .Gjwtkii’xctf
Site Ba? o-2
Porchok No b;di
Borrhnk 1 kpth 40 44 < m i b GL
Water 1 c*rl fief ore 21 47(rr | A z lm)
Height 4 prvMurc cawge Q4Q fm) jho*e GL
Heigh! of *4ier twiwrl Q.4Q i shove GL
Trrt»«lM)e(B|:                                       W to 40.44
Consultant Ncrj-in Narrmuuii-l^tQQeJY
Date 1944 0*
Cuing Depth 19 (mibGI.
HHdie. _____________ 'mm J
Single .'Double pecker Mnelc picker
Hose lire 19mm
Camrdnul ZebmaA A beta
Sheri 1 of J
ksogth of leM section • 
10.44 m
U*uf< P-euurr
n
Time
Merer RAdtnp
Flow Ra*o
•ixjeon
vatje
LoefficMi * Penncahilos
k
a email<
bo?cm2 [(bar
Sun
1 irnvh
Elapsed
Suh
lm.i>
\ c4wn*
ilrtml
L/mln
*
44
41
10
HQ?r
IIOT1*.
23)
2.1.1
4 43
4 TF 0?
a
4 JI
9.01
10
11 owe
HUM
22 t
3%
4.0E-0’
3.02
5.12
10
111213
lll-MO
:<?
24.2
3 3*
3 .IE-07
*»
11J
s 7)
10
III4M
II16 ’4
IM
16,6
2 6*
X.DE-07
c
3.24
1.14
10
him'
11174^
10*
10,5
Toil
2 IL-OT
11 •
3S3E-07
Permeability toiling B2D-1
I
1
—•—B2U 1 10-25 m Lu
—e— B2D-1 22 31m Lu
•—B23-1 3040 m Lu
-   w- B23-1 1 fl-25 m How
- -8201 22 31m Flew
-               B70-1 3040m Flow
NORP'. AN - NORC0NSULT - LAhMFver jV m Maceration with Shet«<* Lngineoang <VWDSE
Anne* 4 C Baro w/rrrurv.af,t.rW.permn.*^^ !bS.F™<»S
B2D-1Veb-uhib 4 13 - Anno* 4 C r>ar 3d a* 50
Water Picture testi
P’CJEd Biru Mzknjrp?* ftoLcti ■LroM^h-lJi^XE Srte Bam-rf
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Hki£hg of pmuic pAiit O.*C-1 m i abo « C4 Iicifhi of >iMt iwjvtf Q -W} {rn i isboir (i I
CoiwjIiw' Norp<Jn^Sgggn?Hll-l x^Wter 3\
[W24-IX-Q?
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(m):                             21 Id M,J»
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title 2S
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l
L'ming 
Depth 
'•? 
i  ml'  b 
GL
Ftaiekik tfcipih J0 Him! b.LiL
BHdre 7b___________________ (mm I
Wafer Lc*«l lkk»re rn i A 6 Jd < ir> i
H>i|Jn| |jfcS-Sirfc zju|£- 0.4*i m '• abcive 1i1
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kei^hi cf *
iiin -r* vtlO,*K.I (im)abuMH
r
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bflfrl wcliofi *
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h
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u
11
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s
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ir
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li
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01
5 STE-tra
Permeability testing S2D-2
S ——620 2 21-30 m Lu
1 -*— 020-2 30^10 rn Lu
|
•- 020 2 21-30 m Flow
£                   !:_*2-020-2_3CMa rn Flow
Anirfii 4 C Rjt'Ti MJmm<o_C#.M^_prnni!iab >ty  w|1 ,,
WO-2
NQftPLAN - NGflC CWtSULT LAHMF VF R jy In ■WOOfehon wfh r,.heiwU Englheww^ arc WWdSFVotunw 4 II - Annex 4
Page 31 ol
Federal Democ/•*<*. Republic of EtNopa Mimsl’y of Y»at«* Rmouhim Study of Bam 1 2 MulLpcrfjw Prqecls
Permeability testing- Falling Head Method
Proreci LUio MulhourrMi*c hvictl (ieolcch- in* cm
C pnsullart N<xpl xv_NQt3Eonsi»ltL ®h nciX!_/>
r
Site Haro 2 Dam
Bocehr.k No. BID 2
Dale 21 04 2005
CanntDnbGL 
0.74 M
Horeholc Depth b Gt. (m)
7.45
B»l d«a Casing 
0.09 M
A aier Level lielore 6,8 (ml A rm I
Tm r?pe
FALI.ru U
E ^IL
TopofcaMng above Gl.(mi
0,26
Rod      uir      ;D
90mffl
Ground wain <*«? bdu* Gt tmi
6 82
BH d.a 0
0 DM
Tetr Section (ml
•J
7.48
Tune Parted
07 00
1 engtb of lest setik»n 1
6.75 UD-
70,31 Area o! *aler colum
n
sVtftfW )m2|
1 pem factor
PTUInU/L'0*ROT(
(UOltUDHI
Readme
Time
mm )
Waler level form lop
S head
cm)
Iklla
head tn m
1 Ime sec |
Hmm
log(M1/H li |Wl|
1
C
0
0
0
7 0S
2
1
i 36
136 0
l>
6C
5 72
0 2133
2 6E-06
J
2
*. 5o!             20 C
02
120
5 52
0 0)56
4 4E4T
4
3
17
140
n H
100
5.36
0 0757
3 214)7
<
4
1M
14.0
0.14
240
524
0 02G4
3 3E-O7
6
5
1 92
0.0
0.08
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5 *6
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1 9E-07
7
«
2 00
16.0
0.10
360
5
0 C315I          3 9E-C7
8
7
2 14
60
0.06
420
4 94
0 0121            15E-O7
9
B
22
60
0.06
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4 RO
0 0’22
1 5EO7
10
9
2 35
15 0
0.15
540
4 73
0 0312
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II
10
252
17,0
0.17
600
4.56
0 0)66
4 5F 4)7
12
12
268
’6 0
0.16
720
4.4
0.0357
2.7E-0?
B
I*
2 9*
730
0.23
MO
4.17
0 05.17
3 3E-O7
14
16
3 11
200
0.2
96C
39?
0 0491
3 0E-07
15
10
3.32
210
0.21
1060
3 76
0 0543
3 4E-C7
16
20
3 51
19 0
0 19
1200
3 57
0519
3 2E-07
17
25
394
430
0 43
1500
3 14
0 12B3
3 2EO7
18
30
425
31.0
0.31
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2 03
0 1039
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35
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29.0
0.29
2100
254
0 1081
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19
40
483
29,0
0.29
2400
7«
0.1212
3OE-C7
19
45
5.05
22.0
0.22
2700
2 03
0 1029
2 5E4?7
19
50
524
190
0.19
3000
1M
0 0983
2 4E457
19
55
5.42
180
0 18
3)00
1 66
0 1029
25£4)7
19
60
5 59
17.0
0.17
WC
1 49
0.10B
2 7E4)7
19
70
5 06
27 0
0.27
4700
1 22
0 1999
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19
BO
6 13
27 0
0.27
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095
■ 02501
3 1E4)7
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90
6 34
21 0
0.21
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0 74
0.2498
3 IE-07
19
105
6 41
70
0.07
6)00
067
0,0994
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19
120
6 45
40
0.04
7200
0 63
0,061b
5 lE-Ofl
L
[Average Permeablej
2.5F 4)7
NORPLAN- nhrcohsult - lAHMEYER JV <i avancia?on wirh Sbabeii* rnoininreig a^d WWDSF
Anne* 4 C B*’o summary
oMickl perm^abtMy irn^Finai ifc
07D-2VcHima fl
4C
PflQ* 12 ot 60
Permcabilifr teMinjz. Kai ling, Haad Meth cd
fouled EiJfu Mail pdrpflW PrBJCKl <j Ctl«jLdL>t3!
r □niu.'uni iMarrii® - Hfl’atniali-*             t-r J '■
Site |4uo 2 Dun
r*>* 2i m 2005
R.htrh.1* N» BJD-2
Co ang Of h Ij I.                               U.l [m]
BwrK'lc Depth h GI ml                                             20 75
Rl'l du Umrnfii                      5 -f kN
Lctad Ehelme ictOA                        I. ml
Tntnpc F4LL1.YG HEAD
]pp ufoiung iilMHe
0 4*
Red                ic_^_JSniin
nwnd wastr level heW G-l. < m i
is
UH fliA          ft
o c£ti tn
TcifSttitM(m)
1>,i              J6.71
Time Mjjlrd
IT SC
nf Ie*1 icL'hun I
B .55 UD-
90,10 Aiti..if r-jlci
PflT^* [mZ]
Form Factor
Pi"2"L  MrXvV  ChRCTJ
I*
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T ime
I 1 min. I
Wnitr tod
form top
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H IH m
h^fHI'H^lm^l
1
0
a
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J
1
y B4
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1 S4
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0 1760
1 3E-06
1
3
2 93
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1 11
120
12 49
0.0951
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J
5.17
2220
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5,77
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6
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7
6
7 31
660
0,66
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0,51
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7,6
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9
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11.44
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37.0
0,37
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11
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0,34
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‘ N«3F>COMSULT - LAHME w A.
20-2
. ,oc             *ilh ««iehR.|jH
3 .>(•-•age 33 ol f,fl
Fede*ai E*mocrwlic ReputtaC of Eltuup* f wKHiily Stuffy Of Bam i 2 V A^urpose Project
Men*y Of Aatof
Consultant
N«<nlan-NtMConwH
LlhmMLOL^
Site B«jie2
I )mc 4-0*1 JjS
Borehole Na WD .1
Cflsngi Perth 6 4(1 im'bld
Borrhi** Depth 2!.^4 i m j b Gl
HHdie. _______Zb _______ ___
Water Level Hefnre l 2Nm) A (* ’
n
Single .Double packer Math pxh< «
Height ®f pressure gauge • 1.40I tn>
&bo*e < < I
Hose si/c 19mm
I Inph’. of wartri twrvei <> 41) (m j ah
t«< GL
Cimed out Zebcna & AtCJ
Trit wciion (ta)-
10 to 21,14
Sheri I . Of _L
tangth of t»M uactlon =
11.M m
<>auge '      -U.lt
1 *"»
Mho Pead.ih
Flow Ralr»
lugw
value
Cacfliciet of I* wiarii
Permeatiili^ k 1
.1
bgtm2
bar)
'Urf
irntih
Elapsed
Start
F troth
I
Volume
■ lam
umm
t
11
1.4
IC
17314
12290
►
(1 ft
0.1?
2.5E-OB
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14)
1 31
IE
17T97
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0,9
0 19
7 QE-Ofl
<
1.3?
2.02
1'
1230V
123.'-
2<l
2
n 34
5 OE -2«|
I
2.01
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10
11323
12332
-
0.7
0.15
2.21 imJ
3
:.i«
u»
10
I2M1
12H«
•
0,2
0.06
0.2E 0H|
0.2
2 5TL4»I
Waler Pressure Testing
Protect   Haro   Mll    pwpxsc    Pi    tun   t   Gcoteih   nvcsi Site Bam_2
ftorchnle No B20<
Bolthole Drr«h K (m) b Gl
Waici I esti BeliwcS I5(ml \ 4 *34 im)
Height of grewjfC tfouee 0 44.' im) abased Height n( water snivel U4Q frrb abase (jl
Ini lecimn (m):                                    20 to 30.94
l     «MH4ritant     NprplwhNoKumuIvLahfncvef     JV Dale c< jW
King Depth 04U i«n)b.GL
Bild* 7b____________________(mm) Single Double packer ShlC*CP*< r Hustvrr I9mrn
< Atned out Zcbcna JL Abera
Sheet I of 1
lanyth ot !••! auction • 
10,94 m
k>w«e
1 ime
Meter Reading
FV - p_»to
(
Pmr.ire
lugaor
value
Cnrffiaclof iResnaikt
Penwrabthr. k
hgtrr?
Lta*J
Start
F mi th
Flopted
Start
Fvnth
Volume
! literal
w/me
4
t?
13
id
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2
02
0,05
6 7E-D9
1
131
1.41
10
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ft
1 42
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c
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4
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l.'iS
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NORPuWI - NORCOSSULT - LAHMEYER JV
m .i»oc^  Mt, Shetslie
E „„neWH,B
w
,„  WWDSE
1
Annex 4 C Ba'o 5urnmarv_of Jrrld.ponnoabiMvJents Fm vtg
B2D-5
aVomnifl « 3 An--** 4 C F*ag» 34 el co
□■mwrilc Heputjllc CJ* Flhiot>i UtrustJV Wif*r WfrkKinpwi -^•tMify Staty C.1 Baro 1 j IM pijipfliui Prtj|«U
Water Pressure Icsting
Si ic Hiro-2
Borehole Sv P2M
Hihrholc I >pr.h 4Q<4ml h G1
■A'«o Level Before I A * <J «ml Height r»r prcsw r 0.40 (mi ibm** CH. IkijcN Of waler I *’*<10.40 (ib'i «bc** Gl
l   irrvjltani   NiMT>lnn   Noicors   jll   Inhi»ni*   £«   jV fllUr Dfr05-Q5
L Ming DeprJl fi.40 ■ ?Hl 1*G1
H11 die 76
. •. mm)
TeiC Mciicit (an |r
oi iD«t MdMwt ■
MF to <fl.W
Single     'DouWepnibcF     Marie     packer Hnw %ije 1Urwn
Cnrriril      nui      ZghcraA      Abcni
Sheet | df j
tO.M m
Time
ftflmrr
Meier
Keaiknu
Flaw Rmh
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ft.emxrt'!,
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6,15
ifi
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121 ”
6
0 ««nb
5
ft
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c
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Parm^abiHty tuting 62D-3
—•— B2D-3 10-?2m Lu
-              B2D-3    2D-31m   Lu
-    •—B2D-3 304im Lu
-             920'3 10 22m Flow
-             070-3 ?0-3lm Flow -H70-3 30-4Im Flow
_ mqrconSu; T - LAHMCTER A'
*v.w 4 G B*‘O_^tirnmAr r_o<_r flld_p irrnMCj
l
l<1
l< _'t- t
t       s3
F*
(n   B M
i
B2D1
n 
Sf-rlieJa r--ntw^f.q Iinri 'AWPSrVolume 4 B - Annex 4 P.
P<J<35O<60
I na
f *der>' Democratic R«c*x-< o* Fthcpui - MmwJry of Vi#*' R«*’ur*s FtaUriMy Study o» Bate 1 2 MuiLc-vnoie R*ojacl*
W Ptv Silt Rm llui Wa He He Tc
Wn Gm Eg L*
PermcabilitsJesting - Falling. I Igad Method
Protect Ikrv Mu:i rw'iK'Vc Ptqi<%i Gcokdl-inyO? S tr Biro 2 Darr
Botehek So. BID'
Botehok Deptl bGL (n
A   Her   I   eve   I   Before   in*   (ml   A   imi Top of casing afxivc GL(ml
<  >round  walci  level  below  GL  (m)
T«i Seelbun (m)
'. engtli of lest webon 1“
1,97
61
D.03
3.05
M
J 13 UD-
Conv* tir’ SjiylK!
DWe2lW^5
CMfRattf-
BH ^a-
TrU type
Rod sue IL>_^E!B»
BH<ha D
Time uaned
32.60 Area ofwiler column
I arm factor
0.096 m
14 30
PiW/4 [m2|
pr2*jhS</t-'O* Q^
V»<UD)'MM
R
t  anted  oul Reading
Altai A
Time
nun |
SyltHnoji Water
cvcl
form tup
\ head
(cm)
Sella head in m
Time «cc
1 in m T
oglHI.'M
[m'il
0
306]
—
1
0
0
0
----------------------1
J
1
004
40
0.04
60
30?
0 0*3?
2 9E-071
b3
—r ----
2
0 05
1.0
0.01
120
3 ©si
DOOM!
7 4E 08
4
-- ---------------- 3
----
005
00
0
160
3.D3J
0 06*00
5
4
006
10
0.01
—J
240
C 0033]
7 4E-Q8
6
5
0.07
to
0,01
300
______
3O’|
0X33
7 5E-06
\K Sit Bo
Ho Wi Ik Ik Tc
7
6
306
1.0
0.01
360
C X33
7 5E Ofl
8
?
J CO
l.o
0,01
420
299
0 0033
7.5E-OB
9
fl
0.1
1.0
0.01
4AC
2 96
0.0034
7.5E-08
10
9
oil
1.0
0,01
540
29?
C.0034
7 6EC«
if
10
c 12
1.0
0.01
BOG
2.96
0 0034
7.6EQB
12
12
OU
—L°
0,02
720
2.94
00(X»8
TbE-Oe,
n
14
0 16
2.0
0.02
640
2 92
0.0068
7.7E-06
14
16
0.1B
2.0
11.02
960
29
0 0069
7 7E-06]
IS
16
02
2.0
0.02
1C«0
2W
3W69
7.8E^8
16
20
021
,0
0,01
1200
78?
0.0035
39E-O6
Ga
l'-i
IS
n
25
0 23
20
0,02
tSOC
2.85
0 00?
3 2E-OB
u
30
025
2.0
0,02
16X
263
0 007
3 2F-O8
19
35
0 26
1 10
0.01
2100
2 82
0X35
1 6E-O6
20
40
Cl 26
20
0.02
2400
2fl
0 0071
3,2E-oa
21
46
079
1.0
0.01
2700
2.?9
0 X36
1.6E-M
50
03
1.0
U.0I
MOO
2 76
0 0036
1 6E-Dfc
23
<5
032
I
2.0
0,02
1M0
2 7b
3X72
33E-OB
24
60
0.33
10
o.oi
MOO
27$
0 3036
1 6E>
25
TO
035
20
0.02
4200
273
. 0 0073
1 6E-06
It
B0
0.37
2.0
0.02
4BC0
2?1
0 £074
1 7E-0fl
27
9C
0 3*
1.0
0.01
5400
2?
[ 0037
9 IE -09
—-
M
105
0.4
2.0
0,02
6300
26fl
: 0074
1 'E-08
120
0.42
2.0
0.02
-----------
7200
2 66
' 0,007*
1.1E-0R
LAwqq PomiMhwy |
62D-3 Xi »r m wt tma
|
3,7E-M|
A
Anne* 4 C Rao summary
of field permMb^ry.tMJsJiMlak
N !S
-  <PLAN-NORCCNSULT-uAHMFrEHJV
9213-3
assocaatqn          ShBbH< Eny( wing arxJ. V VOSE'•.‘QkxTKi 4 b Anro 4 C
Pape 36 o(
Ohtth-’-Mc kfrj^tilir. of
£lhwa -
Crf WjUs* Qrm.irwt
rMhlhity S’i,dv e* Rflrn 1 2 Mullipirpaw Frpj
ecw
WalCT Pressure Testing
Pwd    Bhto       Mmlmnprac    Frojfcx 
Gewch-•!’*«'*
ComuJLaill
JMyrplJal-NL’fSVffiklL
l   Jthnici.rr   J\
54e Btm-2
nxe ]>05-45
Hoitfcole B2D-4
llPlthnlcLhaplh. Ifi M
MV Bea L eve I IMiirr 1 JQl m A. J.U5 • ffl !■ Heigha of fwriviirr fW^e V 40 (m jtwivc Gl
1 ItrghE cif w-ater 5*tme I I) < I m I              GI Tni wtlfavjm}:                                     " tn 
'•noth Qftrtl M«lkw *
lM l
1JI m
L    aui^    Depth    Z.t1      (lllJbCtL
HHd<                     ___________ (mm)
S'ogie   LtanuNe   pacta   eT   S|nifc   g«^<L
I l<l«*C VIC 1 SrfTT'
I 'an ied auS        Zcbe*a JL Abera
Sheet I of I
Ium
IMixurr
Mriri
Rearing
Flnw Rale*
lajwn”
tfiJue
L'acfiviri          f Prt^x£jfaiii!>
1
fcQfcmi
,bnr ■
Srjun
r*niiah
Hipcr^
^inrl
1
Vdiiita»
i liirra.i
L/mn
U.S
10
IZH “
[J»l
-1
0.4
CM
1
U
II *l
•1
IE
121*1
tJ.lhJ
1
M
0 03
J. a F r<l
<
ini;
[Q.l .
IC
i iJfiJ
rw
U
0
0,11'L - • ’
*
ID.1.1
to.n
to
131ft]
u^?
oi
fl
0
O.QE-
l< M
ini*
FE
1Z3M
□At.;
c
a
a
0 .lit -Ou
□,a
1 J'Jf
Pc-rmeibHify loiring 02D-4
■ *-~B2D-4 7 16 Lu 1  2D-4 MG Flow
b
NORP^AN — N jRCONT.Ul T - LAH MEYER JV
B2D-4
in *kBnCLM|lon *tth Shata*a Eno nee
and WWOSF.
i 1r
Volume 4 B A”non 4 .
Pagn 37 of 00
Fooer»i De^ocraic Aec*-t>< of Etnopia - M**-5try Waier Feso.~es f OMlblllty Study C* Bam 1 2 Mull purpose Pm|nd%
Permeability testing • Falling 11 cad Method
fhotcvt liorv Multipurpose Projecti
Cornu, ur:
JlaKUiSM'vLahlD^
Site I Luo 2 l>.tm
Dau: 0SOT2«*S
Borehole Nu. B2D-4
Casing DepdbGL
nd KI
Borehole Depth b("fl |rn>
25
HH din
0 09 |m|
Waler Level Before 1 4’’ I'm A
Top of cavrp atxne <i| imi
Glound uaier level below GL. (mi
1 rtt Section |m)                                 0 1 L rnRth ol led vxnon L’
0
’ 40
2.1
1 9 LTD
Tnl ivpe fj Rod   pile HH dia. Time Maned
\LLI\G HL ML ID - *»'«nHP
D
’9 79 Am or water column 1 ooh Factor
0 096 n»
P.*d’d*.'4 [^1
T(1*(UD)'(L/D0|
Readme
Time
(min 1
Whlcr
level
fiMIll hip
A head
(cm)
Della head in m
Time sec
II in m
loq(Hl/Hk |nV»|
1
0
0
0
0
t 49
2
1
03
30 0
04
60
.02
0 379
1.2E-05
3
2
0 31
1.0
o.m
120
1,01
0 0099
32E-07
4
3
032
1.0
0.0!
180
1
0 01
3 3E-O7
5
4
0 34
20
0.02
2<0
0.98
00202
6 6E-07
6
5
035
10
0.01
500
0 97
00103
34E-C7
6
0.36
t.o
0.01
360
096
0 0104
3.4C-07
1
7
□ 37
10
0.01
««
00105
3,46-07
9
a
0 38
1.0
o.m
4 8U
CM
00106
3 5E 07
10
9
04
2.0
0.02
MO
0 92
0 0215
7.OE-O7
11
to
□ 41
1.0
0.01
600
0 91
0 0109
3 6E-O7
12
17
0 43
20
0.02
720
0.09
0 0222
3 6E-07
13
14
045
2,0
0.02
040
007
0,0227
3 TE-07
14
H
C 48
30
0 03
960
0 84
0,0351
5TE 07
15
IB
05
20
0.02
1C60
0.82
0.0241
3‘IE-07
16
20
0 51
10
0,01
1200
0.01
0.0123
2CE-C7
17
25
0.55
4.0
0,04
1500
0 77
D.0606
3 3F C7
IB
30
06
5.0
0.05
130G
0 72
0 0671
4 4E-07
P
35
064
40
0.04
2100
068
0 0572
3 7F 07
40
0,67
30
0,03
2400
065
0 0451
2.9E -07
19
45
0.7
3.0
0,03
2700
062
0 0473
3 1f 07
1-
50
0,73
30
0.03
3000
0 59
0 M96
37EO7
19
55
0 78
30
0.03
3300
0.56
0 0522
3 4LO7
19
60
0 78
?0
0.02
3600
0 54
0.0364
2.4E-07
19
70
0 82
4,0
0.04
4200
05
0077
2 5E-C7
P>
80
085
0.03
4800
0 47
0.0619
2.3EO7j
19
90
039
40
0.04
MOC
0 43
0 0669
2 96-07.
19
105
095
60
0.<*»
6J0C
0 37
0 1503
,
3 3F-Q7
19
120
1
50
0.05
720C
0 32
□ 1452
3 7E-O7
Avwr          ParmeatMey
5 5E 07
-------------------- ---------- ------------------------------------------------------- --------- -----------------------------------------------------------
Anne* 4 C Baro. summary. of_f*iJ_perrn<>.it>ility_ tints. Final.xlS
8204
NORPLAN - NORCONSULT L AMVF YF R JV asvioalfon witti Sh«6eee E-^tneering and WWDSEVcdunw 4 p .V«htb 4 C
erf 60
□wmocralit Rwpu*llc erf
Study o* Bwu 1 2 Mun tiulMrtt ProjKlB
Mlr.aflr* erf W*tt* Hewairran
Site Ban?-;
tUirchr k No BIT- L
EtareMk [>cph J] Jfrra b Gl
Wwrrl pvi’l Before At ml A
Height  ul  prtHUH:  gAjEe  i>  Mi  I'tfi  4*"'¥t  (IL Hr [hr ill -tier vtnf| ", 6Q |'m- ahnve GL
Tnl tftliMlm);
l*no<M of M1 teeoan »
1*4 to 11,7*
11.» m
CumullJtiil Norolan-NcrcCTAuIi-l ahmcvgr JV
I kde 25 0M3
Caring Deplh 12 70 im‘»fc Lit
IHI die______ 7fr__________ frwnl
Single ■Uoiibtc pncker Alrialt axkrr
I law size 1/2 Inch
Carried Dirt Kvihrl \ .AVtn
Shrrt J_ Of J
r W|IE
frl-imrr
r“
Mew
P tmdinB
Fl-W Faint 1
Imjmnn value
■  BrfFidei  of ItrHiuhilih
1
siJ'Cm;'
i ||
Sian
1 Ittakh
Mail
punrfch
'» nkiW
i iiten
L'mn
2
III J
10,1
10
752i h
’1lM<
J4T
3B ~
172
T.17E-3®
T
Hl i-
lliJ.41
10
TMil 5
7-Slfc
?4 a
73
I I iR-ue.
4
111.4
10.5*
id
7! Ml
-b^l
Jjfl
j*
71
1.011 ii*
3
in."
11,11*
Id
7*211
?M *■■
IJJ
JO
l> 6
I.HE nN 4------------ ---- H
j
II.'. 4
11 D
In
’*!*•
77215
*•’>
ft 3 V
29.J          4.17F. Ue
14,1         ; 11E 06
Water PfesMirc leshny
rtuicLl biro  MjiflipurTOK Ptokk! GealKh-.flira
Site Barn- 1
Fkirehnjt Nil B-IT-1
fliiwr^ric Depth4Q71 i bGL
Water   Level   RefiweUfmi   A_UIm} fc lc_l hi nf gfflwc gauge [ml »tart< GL
ul *tfCT swivel 1)40 < ml abr*e GI
Tr»i ,rtlw» imli
wtfph d **♦! tecUw -
JI.* IP *0,?S
B.Bfi m
I nnsuluni NqcfjP MoKVfBUlt-iJ^wmriCr IV
Dale 25-ny-Of
Casing Depth IL7'' imi h GL
LU I die           76_________ _ {mm1
Single .’Double p^ker Sk»K EK her
II fW M/e IQ
Omed     out     Ridwi     &     a       tvia
Sheet I irl J
Citirge
*nrw|HT
Iw
M-Ftf’ H raiirip
Maw Rjhei
>_^2*cir-
f-VwrfficiEi id
B
Rr^nailk
■qirmS
SlsFI
HrniiA
r v,r|J
Suei
t*.*h
Vcflanr
1 i>*m |
LUhri
1.1
51
id
■-T11 yii
Till
73
27,5
3JTT-W
4
1.41
S*l
IC
44 V
4t. '
r
12.7
1 Mf ia
5
5,55
4 .hl
il
u.
JM ■
9,0
13IL-IA
4
d.l
*
K
ij.i 'J
BOW!
Ml*
5d ’
14 3
7 0T rir
1
*22
«■_}?
K
1C131
illTi
IS.’
22 1
i "li-h-ur
17 1
Water Pressure IcMinn
Unwed  i^m MuiliptjFpQtf l'iiritti ixvkT^m^eM
Sue bjncZ
Horebule N<* kla
lienrhole Depth i m i hC«L
Wlter I evd Matrftm} A. M it*
Hrigjll  of  (WtMtft  gauge  !l(0  m  i  abuic  Gl. Hatht fli * mer swivel n I’m ifawt GL
TrflseetiMEm):                                 41 in at
CumuiLMM NocplBn-NofcomwIiJ-ahmei ri JV
Dubc frjW
CasingCkrpdi         3270         imufrCiL
MH die______ 7ft__________ (mini
Single
How size i "j mtfi
racier Shnaje dicker
Curritii out           Redin JL AjxJa
Sheet _[_ of I
K nolh <rf leat ■•cDan • 
1m
lljftfli.n
<:ocfT< in  ul h rtr.iriu
l^mmfevliiY
L •■■ <
4 r ■ u.
1*1 Ddd
j.wriid
1   .'-Hr
4.W*.
1 57L-30
Annts 4 C Pifvri ■ixr*’wy_oF_n»l(i_pMtn«Miy_insfia_Flnal kin
**0RRLAN - NORCONSULT - LAHME ri=R jv iHiooKi&n writ £h^t4iHq LhgkaeH'^ dnd VV^n SEVulurw 4 B Aorwx 4 C
r ede'3i Demcrrabu Republic crt Ef.opm Vruitry ol Water Rawurne* Feasibly Study ol Ba'r * ? Mu»<iurpoM! O’o^ects
Water Pressure Testing
Prwwt     B*n>-MuilipurPOK     Project     Gtolctti-mvcsi Site Rare 2
Borehole Nu B1T-I
Borehole Deplh *9 Wj (ml b Gt
Water Level Before pl ml A Qltn;
Hci^hi nr pressure gauge QbQ Im) above Gl- Height of water «wtvcl OjM> lm| abo.e (j|.
Contultan* Stxplan-SoiL'mwili -Lah’OSKf iV DaieJKLQ*
Cavng Lkplh 12 70 I m 1 h GL
BH die 7b 
l mm)
Tt5t wriion 
length of test section =
4*4 to M.44
12,31m
Single Double nacler *M«tk o*<k<f Hosesm t^imch
Carried out Rcdiel & Aten
Sheet I of_L
lane
Mrtn Fejdinp
Pm aere
Flo* Run llugean
linn
(.   .-icftort   of Prrmtrf-;**
k
Hrrrjrki
•gfcntf
IM
' ’-M1
1 tn*«h
IlnpuJ
Sur
F m»»h
Volume
him 1
('Jmln)
1
<1
M
ia
uno
taviq
hUI
Hi
S3 40
?,»9t hi.
]
Ml
5 51
IQ
I9Q5S
600
60
24 77
1.69L-06
3
3.5*
hj
10
'KXW.I
961
96 1
25 92
3,94F i"
6.1
a?
It
{          9T'*mJ
41 Wi
*06
’06
24 56
4 Ut 06
6.22
6.K
|'l|           92000
9»23
521
<25
42.46
6.27h-iy
34
]     523EC6]
—•—B27 " 21-32 Lu
-*—027-1 32-41 Lu
—B2T-1 42-efiLu |
—*—B2T-1 47-60 Lu
-   «- B2T 121 32 Flow
• *- B27-1 32-41 Fv>w
-   <- B2T-* 42^6 F <ow
- B2T 1 47-6bFcw
(bar)
Annea 4 C Pa^o summary oLbrio peffneabUityjmH F^al.m
B2T-1
NORPIAN - NORCONS'JLT - LA^ME yER JV *\5Cc ivfor with S^beiit, E’^neenng anc WWOSEtfdlljr’iHJ >1 0 AjilWl 4 C
40c*Bfl
F*0nl OfirKdtC Republic c/
- Ministry nf Waler Rp^n.ircri,
Shaft l-1 Bare ' J Miillfiulpnt* s*m|orti
Waler Pressure Testing
LM£^_!*MuMulltfMPWtr?0l«1 Gwfcsh..!™SH
CbniultaiYt
Ne
ipijwH
Sbwnaiill
UfeWVlJ-V
Site B>p2
Dale D7.W.
C5
Ftaeehnie No C1L2
CiwifiS
Depth
b 
GL
Bmtfartc Dtpihoj.&li iml b.tit_
Wilcr I c*rl ikfarrQ'.Qlm} A 0,0 iff
l teight of pressure exuge 0,5 imi ihow Gl- I  Icijht  of  wnkr  swivel  O.Sjm)  Mbcnt  Gt
HiI die_______*fr _
(mm’
Ten wcitkiiH ijmj;
Itngtti of Ini nd»n »
41 t»
Single /Double packer SImimIg gachrT Hdkf>» r
Carried «it            SadieiJk Aboa Sheri J_ Of J.
M,W m
lime
Meier
kejdmij
Ew* Met
Iwganr value
CoeflicMrt cf
r’TTTHrakllliFj
k
k.xrri4fk®
hnwj
Star
IltllBh
Etapwd
Stall
fimiih
la*;
Vofuirw Hurts)
Ljflw*
4
n i
11
|H
IJ4J0M
||4Ull
?l 1
FT
a2
4.4E-08
1
4H
«J
Ifl
inni
11*144 r
Il ii
IJ
ai
2 ?e3h1
W
1 IF
Hl
114V
1141?? 1
23 *
-V
QJ
7.4E Ufl
«— ------
<
1.1 V
1*1
III
ll4it? 1
ib'kR ’■
16,41
Lf»
02
2.7EAM
4
V*
534
IU
■’ 1411.1 1'
114 SW.I
1025
10
D1
2 2E-3A
______
,]
Waler Pressure TcMuik
Phijccl     Hsro     MuiliBwnnc     PrsKCLLiroCcdirlnvm Si1e ftaroj
Boiehhk So BIT-?
Hnrehole I*rph 7J_ | m i b GL
'Auln l e*tl BchurO l»m A 0 D |mI
llELyhl of nrrsMire reueeu Sim - above I il HeipJhrt of *Bkr swi^rl L5<ml ubuve GL
1
Trit b«rrt«« (n*)
Mngth
Ml to H
i iiowIImii NiyplafrNprcoHMiiE-LjhfliKg A Diitc fi7,WK
Casing IkfMh IjjmibflL
HHdie_ ____________________I’Tur
•iififlE itkilaMe packer Nntkwkcf Huieiufi 1*
L'Bttlrd ciLrt Itwkigc 4k Abera Sb«i l_ of _l
■
11 m
GaUgr Ihrveue
time
Mtttl Hrwiinji
Hfra R .ulrn 1
lugsor value
CodlkrH 'if
1*tniK4*»l 'T,
*
JitirijrV 3
hgreifJ
Start u>
* >ru&Si
5w*
1 nnfii
____ T
% oluitic i'IiIcti f
1•
ifl
ilMOl
1 I44ll*.1
11
M
0 jj]
4.96 Ml
3
4.11
---------- 1.01
L
1 inn q
' : *44(1,4
W ft
7.1
0 3T
57F e
ft
* ■::
iT?
la
11441 ’
144*7.1
14 i
7J
0 J*
5.« «
1
’ i1
321
la
liMTJ ■
1 L44«i.^
11.4
11
n 24
37 E Oft
■
4
iJi
1U
Hi           II !4S'-<
1 i.44‘W 1
10.5
l.l
■n 24
3bE <jft
0.3
4.71E utt
W ater Pressure resting
GflrtrchLiBcs;
Consultant
NorFlAn-NiHcttmLill
LjhH»oer     JV
SdOc
bale DIPIM.U5
ttaretiolc No
Caii^y Drpth I? -Inn] l>.C|L
boreholeIkpt’i 11.63 <mj b GL
BH die  76 _
_ i.mm)
Wain Level Aelored£i|in| A Q,n fra.
Single 'TkiuNc >tkrr Single
Ikighl of pengiuigeU J Icti * above GL
Hibc life V
kkighlof *»* swrvelQ£|ni| ai»*c GL
Canned out Hadiel & A hen
Thc ivcimm ("Qi
7I.< to 
Ilf J
Shcei 1 of £
K<iglh o* U*t ■•cUan • 
10.11 m
hKifTT
FreiMT
'****
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Flcns Hwifil
1
luge** - valua
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NORPLAft - NOR CONSULT - LAHMFYFR jy ei asxofhdn M*1 Shoplift EnQifir^hflij arid WWDSLVolunw R Anne« 4 C Page 41 of 60
Ftwiani
Repute*. irf Ethiopia Ministry o’ Wa*r- Hesourccv
realtor StuCy o* Bar> 1 2 MuR«purpn*e Proecls
Water Pressure Testing
Pioioci Barrt-Mu'l ifMTwne Protect Geotcc h  m\«1
Site Biro?
Borchuk No Bl f-2
Borehole Depth gL3Q Im) b Gt
Wntcr I cvcl Before 0IX ml A. OJp m) Height or pressure gauitr O S (tn) above GL Height of waler vwivelQJHml above (r!.
Test reclion (m)i
length cl teat ■•ebon • 
78 to 82.2
14,2 m
Consul lartt ^wcwrpl^i^-Kpixiiri^lLLAhjrBLi-C^-JA'
Dole W 04 05
Casing Depth I? imlbtil
lilt die
Single 4 )nubk pa ker Sinek onckgr.
Hoscv/r 1‘
Camrd out RaAajft Aberi
Sheet _J_ of _L
[Gauge
IHvtvure
Tune
Merer Read»->f
Flow Haier
lugeon value
Cnefbotl     nf Jkrrncal’lrtv
k
RetnaAi
Sen
1 Ulllh
1 liipted
StBt
F ini th
iLfrnin)
| sar]
litm
1
a •.
i?
10
1 IftHH
IlftlKi
«
1,n
1 56
2 SEO?
1
411
5.01
10
11<»2IX.
I             116 M*»
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in
• 96
3.1E-O7
6
5.02
5.12
10
11634?
116510
IIS
ii«
2.21
3.5E-O7!
5
5.11
5.21
10
116541
1 IM.4<
IM
10.1
1 41
2 2EO7
4|              524
5.54
l<
116610
1167' -
5.2
092
1 58-07
i6
2 56E-07
W ater Pressure 1 eating
rioiQ.1 bare MuHlpiwpux Ihoicct < igolcch  invest
Slle Barn!
Borehok No B1T-2
ItnrebcHC 1 kpih I nil SS < rn) b Ci I
Water Level Before 1) Ofmi A QJJ |n»)
Height  of  pressure  ejuee  UHm  i  above  GL Height of waist \wivd Q 5(m) above Gl
Tetr srcnon (■>:                                 W io 10015
Crmu  unt Nary lw Noiconsult LWKW JV
Dale IOO4O5
('wing Depth 12 (tn) b (4
BH die 7b__________________(mm! Single    .Double    packer    Snek    packer
Hose M/e 1*
Cam cd oui          Radietjfc Abera
Sheet I of |
lertQlh of I»«1 auction • 
10,Bi m
I ihurc
Pirttiirr
Time
McWi Reading
1 lnw Rein
luge-on
<  txfTioet  nt Ptnurabrlilv
k
ReeurLt
4y.Cm2
St>n
1 .n«rh
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Start
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5
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in
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PermMbilrty touting B2T-2
—•—B2T  2 41-61 Lu
—♦—  B2T  2 60-71 Lu
—•—  B2T-2 71-61 lu
—♦—  B2T-2 76-92 Lu
i——B2T-2 9C-101 Lu
-    «- B2T-2 41-61 F^w
•   a- 02T-26O71 Fem
-    <- B2T-2 71-01 Ft*
• ...............B2T-2 7B92 ^km
-B2T 2 90 101 Flo-
<
‘Prea.urw b^
I
Annet 4 C Bam summary.of 6o*d_pwm<*tM*yJ«4tS-final -Is
n<wplan _nohconsult lAhmeyerjv
n a^oexate^ wth Shabell. Engineering a^d WWOSEu
B
Flo* [Irmin]
5u 1
tr
7.
o
r
t—
>
z
t.1 c.
»n <Vom**a 4 B
Anna* 4
43o* BC
FciwbMfV Study u» Bam 1 2 Mul'Pvm^ P-Of*C!5
Permcahilitv testing - Falling. UeudjvleLh
PlojtclhMPMvlhpMfflQSc
Sale Baio2T*»nne!
’ n*^
Comuluuit SariBUS-.xuWi'-Utin®'-’''
DjdcJlO* 2001
ItorchU* B2T-3_ _
Uphole Dep** *GL. (ml Waici t e*el Betotr <♦> w;A im>
I op of can ng above till ml
______________ _______ _________
3< 1
Ground waler level below III im)                             41
C®m£lkjhVV
HI I du
fol r?pc
Rnd ««
HH du 0
Time Matted
Caning
.JMrrmj
25 H
0 no pr:
0.096
10 40
Test Se<«ka (m)
Length ofieM wenon L* Gamed out _l\bcr«A2*L’k*n'>n
>• MJ
9 7 ^’n~
95 81 Attacf waler column
f oem ficlot
p-d-d- 4 im?;
T
PiTLJflU'VO ♦ RC (’
•(UOHL/DW
earned out
Heading 1
AjynL4
Time
(mm)
hylornog Water”
level
Iimtd top
A head
icmi
Iklta             1 bend in m
Time vce
H in m
•agfHV*
k (m/ij
I
o
0
0
4.45
4 06-07
2
1
U 35
35.0
03*
60
41
0.06192
~i
2
04
50
0.05
120
4 05I
0 01227
6OEX36
4
3
O45
50
0.05
180
4
0.01242
6,16-08
<
4
05’
6.0
006
240
3.94
7 4E-CA'
6
5
0.53
7 o'
0.02]         300
3 92
0.01511
0 00509
6
056
30
0.03]                360
3 89
S
V
06
4.0
0.041               420
355
0,00768
C 01034
3 7€-06
soE^ga
9
A
0 66
5.0
0,”6|                480
J’S
001571
7 7E-O6
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9
07
4
0.04]                54U
375
0 01061
5 2E-06
11
IQ
0.74
40
1I.04J              wo
3 71
0 01072
5.2f oS
12
12
082
80
0 <■'«]             720
3 63
0.0218
5 31 061
H
14
0 92
100
0. II               840
3.53
: 02793
<?®f 22
M
16
1
8.0
0,08]                960
3 45
0 02292
56EOA
15
18
11
10 0
0.1] 1060
3 35
0 02941
7 2E-U6
16
20
1 10
60
0.061 120?
3.29
001807
4 4E-06
I?
25
1 35]
190
0.191             1500
3.1
0.05949
5 "E^n
is
10
1 55
70 0
0.21 1800
2.9
0 06669
6 5f-08
19
35
1.7
15.0
0.151             2100
2 75
0 053H
5.2t 08
20
40
1 95
25 0
0,25]             2400
75
C 09531
93E 06
21
45
21
150
0.15               2700
L 2JS
C 06186
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22
50
2 23
130
0.131             woo
111
0.0569’
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23
55
24
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2.05
0 07967
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24
60
2 58
180
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1 87
0 0915
9.0E-08
25
70
29
32. C
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1 55
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9 IE-06
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3.18
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110
1 81
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02
6600
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0 77193
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4
190
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7200
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I
I
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Br-i
^? ,^
(
C>NSULT~               -AHMEYER               JV
She^ F-^npeclng and WWDSE, ohiowt 4 3 Annea ♦ C
44 of &u
FMwal ne**vcni|ic Rk-jOK Of fmcc-j WnKirv af WatB» R«hx*em F *’***1 **y Study of euku • 2 Munipunx?w Projects
Water Pressure Testing
hwq Djm MuUigufBOX PhMflJ 1 ,<ijlCkh-mvE>|
Sris Baij-2
Borehole Na R£T4
HrtFrho'e i Jffflh         |mi b fi|
■A Met I .uinrr Etefartiftm) A I £• Cm ? Hcifhr if prcHuhT Rnuee nW |nn I above LiL lieghl of wilrr wvpIQ Cd (pl above GL
Toil twiinn fai H
kigth t* hnt
fdit ■*' 13fl
CoftRiitafit         Npiplon-Ngnpy,»'wii-Luhi,Tci         ajv ChMc
CM log Liff|Mhi JJ I m k h r i I
Blldir Tfr imrrO
Single    Double   jMtfkrr   S^wek   ex   Ku HmeiLze V2 inch
Canted ■>■#» Bfdicr &. Afrem Shore L.nf 1
Wm
'7 SURE
Pressure
Time
%l«r
REadmi;
Mow
RMc;
h hjuvh
.•= UE
Cl.«irii£LCS     of l^rrnwuhaltni
k
Kcmarta 1
w&'rm?
It*
Stir!
biitiili
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Shift
F in nh
'   Volume (liUTH
I i'l<IHi
4
L3
a. -u
ro
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204
20.4
2.6
10E <77
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61?
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26,4
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3,3£-0?
6
152
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m
1342
146
34 /.
29
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2.03
2.13
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1260
1551
291
29.1
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3 6E 07
4
2.15
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223
22 J
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•J.JF 07
3 37E 07
Water Pressure Testing
Prp.ah.r IIjjcj MLl irsJTQ5e l‘i«mjLI GeClf’-L  ”*-Y=?l
!uIe Bar
li«ctol«Nn PJT-j
Borel*'k   ’>pl?i   |4N   4   (ml   hfit
'X'#*rr Level Beforemi A. LZfm)
Help'll uf prmuie jjuupe U IM I ("t ■ abu*c '“I Fteight nf waler wurln W nil dbnie GL
|r»« >rr«wn lm|:                               IJC to
L   OP^iilliinr   **..irpLan-No»>onwll-|   Jih-irvocr   J1-' D^e 07.05-05
(’iiirijj Derdi JI-3_ (m i h FiL
HHdtf 7fe _________________ I hi iii J Single Double paclri gmglr PKktf
H«»c awe 1/2 inch
Carried oui Rerfact St Abct>
Shed of _t
tengiOT oTIr«l*rclkxi ■
Jt.l m
1
VIplBT REe«&mK
Ikiw k-tx.
RnjrU&v!
lugeon
*.»H*
r   Jc11k«et   n5 Pemw iliihF?
h
kgfcm?
iliaur
I-Iftsih
1 lapsed:
S*ar
I ifliili
Voiunir
ClrtenF
L*Tiri
5
d
n i1
IG
L9M 1
J*
4I1M
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3.0
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12.11
12 1
III
141?
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—
31
4 ?E-07
7
1? ”
17.'?
id
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6.1 H
32
4 4E 07
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12.4J
ij
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37-n
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1,0
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♦ 114
420
47
7.9
JO
3 ?f ii’ ♦.oar -a?
Waler Pressure_[rating
hstfa-l Bam MyHlJ|U,Wi»tf Phiicct L icoftXh iHVyW
Siic Byn-_
FhKcfwIc Ni> PH 4
Ikirrhole Dcedh IM '"Ann i fed
Waser Level B^rnrel^mi A. Lii.mi
I Ic^gjbi of jMt^vwr C*-*£t QH> I m !■ obii ^ tri height Bl kPcr s*iveJ Q ^D (hi ) atw .e Cl
iV
1
t
Tni«rtn.i|«|
l»ngtft of ti«t Motion -
IkJ to Utjt
tt.7i m
CbmulniM Narotiff- Noaggaidl: I
Durr 0PO5jD5
Casmy,  L-Trth  35  I  m  _•  b  4  il,
|«H die 76_________________ I mm]
Smgfc      Double      par&cr      Mnek      wto. HoW^irp i.Qiflcft
Carried out Rfdiet.A Abera
Sfcrct J_qI J.
Annex 4 Cfim. summary, ;efn  hilrfy_lait _F^| *j
M
ls
Bn-i
NQRPLAN-NORCCXSULT LAHMEYkRjV MSOCuMlcxi Ml4 Snpt^lle Ejvqlrwtiing ar>3 V’.Vi’DSEVdu’ * *
n
R Anna* 4 C
Pago 45 of W
Fede^i Democrats Republic ol ETvcc-a Mcuitry ol Witet ffta\O4ity Study d Ba'c 1 2 Mutourpose Projects
Waler Pressure Testing
k
Pioject Bflro Mtfl.PWPP* Protect U«rtw -ungM Site Bare-?
BoreholeNo BIT-4
Borehole Depth W2 U) (m i b GL
Wale Level Refute JOun i A ||fml
Heigh’ o* pressure gauge 0 60 (tn) above GL Height of water swivel 0 60 (ml above Gl
FrM section (m|:                              PO Io 192,3
Cunsul’.an: Nypian-NgrcungjU LahmtYCT IV
Date 11-06-05
Cuing Depth 35 iml b GL
HH die 76________________ (tnm) Single 'Double packet Single oiehcr Hose 5i/c 12 re*
Cimed nui Rediet^AtSD
Sheet I of I
Wnglh 04 tool HcOon e
22,3 m
nin|c
PrvMiitc
Tune
SWiei Reading
Flow Ruei |
□geon vahia
Coeffic •<’ i-i' I'eunotoihrv
5
Mcwwki
1 Lx’
' «u»h
Elajncd
Start
Finish
(ba.'i
Volume
liters!
L'mln
ft
1
M|
tc
'*.651
9M?s
177
17 7
1.3
1.7E-07
1
132!
10
961M
97140
101
10.5
20
2 6E 0?
i
1.35
9.0*
10
T’lW
97511
Ml
13 1
2.01         2 BE 07
91
------------- 9?
K
97 ‘v
9’VM
: ’<
2L J
1 H          2.3E-O7
9.23
9.M
10
971?'
95V It
m
19/
t.5j 19E-0T
1  4 ? ^e-07!
Waler Pressure Testing
L*1 wcci Barn Munlinurrmc Promt bcotech-in* «| Site (Up?;
Borehole No B2T-4
Boicholc Depih 2lO|5 • m) b GL
Wain Level Bel<tre21(mi A I? tn)
I leight of pressure gauge Ci.tO Im i above Gl Height ol water swivel nw.l irn’i ibove lil
Ted icctkin (a): 19) to 210.15
i     rwullanl     NomlMvNcireonwtLLahmesg     JV Due IbUb-US
Curng  1  Jepih  )  5  IntI  b  GL HH die  76_______________ I mtn Single ThtuNe parir* Mottle packer Hmcd/e 17 inch
' amed on! Redid £ Abet®
Sheet 1 o1 ]
looptfi ol leal section «
19.66 m
lane
s*rtr» RcaittiR
► »’w Rate*
P'rsuite
‘ugeoTi
•aluv
ineffu.ev    -I ?enrrab<l*\
1
Mcmaii <
kgT’T*2
tej
Start
Fimdi
naptfd
Start
Fauth
Vclutnc
linen
Unw
2J
L 15
10
■Ml 20
9i'.*4
•(U
•0 *
34
4.2EO7
96310
9909'.
111
51 I
37
• BE 4)7
&
_______
SJ-
• 52
10
3.05
id
wi<:
99721
17|
57.1
36
4 BE-07
7
31
1J
10
99750
100159
•39
•3.9
32
4 *E-07
ft
2±2
3 33
1^         100290
|l»!'0
3S
35
29
3 7F Q7
3.4
4.32E4J7
Waler Pressure Testiim
LYW*.lUtv             MdtlipwpvtePn-WGco^h             invest Site Bup-2
Borehole No BJT-<
Borehole Deplh 2)0 52 (an I b GL
W  afer  Level  Before  ?4t  mi  A  I  7  50  im) Height of jxcs5ure gauge 0 60 (m 1 above GL Height of wain swivel i.i 6Q {mi above GL Test seehou (m):                     111.9 to 230 52
Cormiltw     Norolan>N<M«MiSMh-Lahmcvg     JV Dale ,1 foul
Casing Depth IL'ml t>Gt
BHdsc 76               _____ (mm)
Single  .'Double  pocket  Sinek  i>aeka» Hwcsi/c 12 meh
e   arned   out   Redid   A   \hda Sheet 1 of J.
A*ine« 4 C Bans summary of BoM .pafflWaiuMy ltd' Fuat ««*
Bi’T-4
NCRPuAN - NORCONSULT - LAHMEYER JV In aM.-xiacon «<ih SnabM® En^eenng  i»a WWDSE
hV0Une4B
46 o* 60
D«rn<xi*« RapuWlc □# FlfrofM * •’Bse.'t, si-xh of fit'c • 2 MuttcnrrcM Projects
Mrs*'-, o< AMtr AnaufLes
^JUEll   &flt>   Muthpurpoje   Project   6colCth-UPS8 Sue      Bat o-2
Bweholc v. BIT 4
Hi*thole Depth 24? 22 tm' b G L
Consultant Norplan-NoreniuJi*! ahntever JV
CXMC 12
Casing   Deplh   35   (ml   b   <11.
fill die        76(•*■'
Warn r%tl Bd«wg]?.3ftffl)A 12<m)
Single r»p«ok packer singfr MkMf
fktjht of pettier gouge Q$ (nt I above GL
Hose size 1/2 inch
Height of war swivel Q 60 f -n i jb<»vr <• I
Canted out Redict & A-beta
TtilmiiMftn)!
io M1.H
Sheet 1 of •
iBOflth attofi KcOor ■
1221 m
Gaup
Hu/-
Time
Mnee Heading
Flow RMr«
lupaon v»M»
C'ocfFiaa  c( Ptmmhihry
k
{Rpr-aili
6«*t
h>Mlb
F lapsed
Sun
Fmi»*
[tw'i
Voltam
lirttn
I.'min
-J
1II 1
10 4
H
min
101
22
0.1
3 2EX»
1
IIH
10.11
IC
lot: ’
1012'•
11
3’
0J
4 IE 06
—
9
IDJ5
ll.os
JO
1012124
I017M
47 ft
4 :t
04
5 IF OB
—
1R
II II
to
101210
161.11 M
7J1
0.2
3. IE 38l
?
—
112
i:i
10
I0B20
IDIUl.                    71]
2.1
0i
J IE 06
J
0.3
3J5FOB
Water Pressure resting
Comul
iant
No
rplan
-NocyhSblt
UllffiOC!
JV
s<ie UraU
Dale I*
>1)5
Huttftolr No BIT-4
Caung 
Depth 
3}
(m)bGl-
Hoaholc Depcft 2£)£> im? h G|
BH die
76
i wn)
Aen LneJ before Urn• A _f_5Q (tnI
Single
Douhte
rm
ter
Sirgk
packer
Itaghf of prasuir jaugt 0_6£(m) atane ti. Height of water swivel ';,60 < *n > •ki»e bl. Test wtiUo (nt:                           241 Io »0.H tanftn o/tMt MCOor •
How tut t/2«h
Larned out Hedict A Abera
Sheet j
9.M m
.a^e
hamai
Tot*
Mew* Reading
Flo* k met
tugeor
( \«ITkms of
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NORPLAN HORCOtSSULT -UGiMFVFR jv tn aoouanon SlwhMO En^ne^tnp m<! rtWCJSEVou*ne 4 B - Ann*« 4 C Page 47 of 60
Fmleml Me<noct»t»c R*pubi* o* Elhkjo>a - v«n«s«ry of V«3*e Wpswx**
r
F •Atibiiitv Slutty of Ban) 1 2 Mu4iputpuw P*v<ecl»
Permeability toting G2T-4
—a—B7T-4 100 120 tu —a- B2T4 120-149 Lu —B2T4 ’50-170 Lu —♦—B2T4 VO-192 Lu
-   «- B2I 4 100 173 Flow
-      *■   B2T   4   120   149   Plow -«•-     B2T        4     15OV0     Flow
B21 4 170-192 Fto*
Perm*ability toting G2T-4
-»         B2T-4 191 211 Lu
—*—  B7T-4 212 230 Lu —•—B?r4 229 241 Lu —•—H2T 4 241-251 Lv
-    «• B2T-4 191-211 Flow
-       *•    B2~4    212    230    Fkm
• — 8274 229 241 Hem 4 Ji?i 4 241-251 F tow
Anne* 4 C Ba*o_summary of. fefd.xiennear.4y testa Finely
B2I-4
•n 4%%oci<ir»oti wtth
NDRPIAN MORCONSULT -LAHMtVER.V e-n_-A   Engineering an<j WWDSFV >..m* 4 0 • Annte 4 C Page 4<3 Of 50
OwnoTJtfc Republic J Elhtcpin -
Mes-Oilry Sftriy ol Store ' Z Mi^lpurtoie P?O|frdB
jfr atcr Pressure T est inja
ri9K«iBire.Mwl wwk Efeica GcQBKkinwJ Site Euti>;
HflrcbnieNci BIT-?
borehole pqiili ItHjmbbGL.
Watrr I cveI Fk-fnrr 12 5(ir i A 12 I ml
Hcig-M Ol pressure (1*111* 0.65 im’ Jihri^r GL I Icifh rtf waler n*i irl 0 M • si jbo*#e CiL
7 1 W^wr Ri
I<« ■«tinn < mt
ipngtik q? tau wcllon • 
t* to HH
Consultant  Norplait-  %<MCjns.uJL-  L^im« Dale 1W1
Lading 1 tepih 2J2^ (ml Mil
HH die _________ I nwri I
Single    /Double   puekeJ    s«*gk    packer ] lUH M/t I '7 "X h
Carried ««i
Shen J_ol_L
II m
Fane
.Mmh H. tiding:
1 In* Hsilrn
hwfl#W’
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k
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1 I'Hbltl
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11
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42.51
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19
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ft in
fV 4
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12
1 54T-4J7
Waler Pressure I'esting;
hfttt Boro Mni-itNrgnc Piv.~ia1 'j-q^ech inw Silt baro-2
Borriwle Nd BIT-5
Borehole I kprti I Mj 1| m I b CL
Waert-evel Htf«tl|.Ji.m A i.mi
Sleight iif pettier iiauiteU<■?' i ml above < i| lktghl ill ■■jct &wivrl O.K1 i31 jIhnc GL
lri« irrtion rmf:                            HrtJ Id 1J&J Of test Mellon ■
Conkulwt \prplti-N'tfK4in^itl«1 abmever JV Ome iLOhtl^
C Aung Depth 9 42 GnibCiI.
UH d* 76 I rim j
SirgJe Dwjf4t pm h rr Single packer
HfltWr
< afnefcthrt
ShttT J_of 1
10.4 m
—'•■ ----------------
L-iilgl*
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T rmr
Meier Heuili’s.
r        Irmn
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k
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on
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U jtcr Pressure Testing
rrai^i    Bam    Mml    irMrro^    hrnxi    ce^icdi-i    lives Si* Ll*Gh2
betehnte l*» |21 j
Hotthnk Depth <50 25 •' m b GL
Waler Lr*d Eklurt£Jltni A.IJ Im)
Height iri jrrivulc geugt . 42.1 m) ubu^e GL I kipte of »i1cr twitvi 0 Hl ( m j lihcive C» I
Trinttnuldi
lanfl* fl* w»l MC1XXI ■
130 ID 1M.M
a,?» m
Cumultuii NprplMi-lSwcgnwitl-1 .ahrneyct JV
□me I
Casing Depth 942 mjbul.
HI I drc_7l&__ (mm I
Single     Dnuble     pucker     Vwk     packer Ho*c iue 1i'2 -ricin
Carried ow
xbcct I of I
i.ibefU Prt>—ii
Time
1
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luw Rak’i
"=2»nn ]
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SET-5
MjMPLAH - NORtOfeSiJLT- LA'HMEYER JV MICKiih ••‘i with S"nbePr EHipnaeripg and WwfiSEvokimMB A/vui*C Page 49 c# 60
MS' F edernl Democralc Mpz* & E iftcpa - MmiMry nl Wald ResDixc.es r»at<: tty Study nl Bain 1 ? H^rpOU Projects
Waler hessure Tcsting
I*rlycd Ba»o Mui'.• put pose Prorcd Gent <x h • ms »t
Sue IMwpJ
Boirhulc No BITS
Boithole Depth |7> 65 (m) b GL
Uucf Level Before 71m. A 6 (mj
Height  cf  prmsuic  gauge  0  60  <m  I  above  GL He:r>’- of waler wnel "• above Gt
Test wtt«i (a)*
kogth pt teat section • 
150.9 10 171,65
20,75 m
Consultnnl N<Mplan-Nornin5Uh Lohn>cicr_JV I >ntr I H'U6 X)5
Casing Depth V42 (ml b <il
III I die 76              (mm I
Single Double packer Singh gather Hine size 17 inch
Gamed out
Sheet | of __1
< jaagB
Prewitt
Time
Meter Heading
Firm Feo 1
.-M*       1
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3 67E-OS
Water Pressure testing
Protect  Bm>  MtMJipprpmc  Protect  Getacch  < Site Ban? J
Borehole No PD 5
Hotrhok Ikpih IIP 75 |m i bGL
Water Level Before L<>m) A 95 *m)
I  leight  of  ptexMirc  gaugr  0.60  tm  above  GL Height ‘»1 water $w»vel0M)fm afoveGL
Test cecthm (M):                              I’® Io 160.75
Comultan: S&plwv^fHfiQOWll I ah mo er Dale W0613
( using Depth 9J2 (tnlbGL BHdie ?e (mm)
Single Double packer Sleek packer Hove MW 17 meh
Camcd out
Shed I ol I
length o4 test section • 
10.71 m
Ga-d
tune
Mele; Reeling
Flaw Ralri
ijgeor
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k
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Water Pressure resting
(Voted    ftaro    Muthpwptwe    frorctt    Geoicxh    invest Site       Kim-2
Borehole No B2T-5
Borehole Depth |91 75|mi bGL
Water I od Before9_J(m' AX 5 I mi Height uf pressurr fiugci’MJ (m) above GL Height of water swivel 0 60 im) nhcnc GL
Trit tcctlmi (■>);
length erf lest section • 
160.9 to 
161,75
<    i.nsJunt    N'ofgUft-NofLOfisuli    Lahmcvct    J\ Date
CasingDepifi          942          (mlbGL Bl i die 76 mm)
Single Double packer Single oachrr Hose size 17 meh
Carried out
Shed ,| of _L
10,15 m
■ Faug C Prewar
Time
MdP» Hrtdin a
FV*« Ralev •ugeori
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k
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NORPLAN NORCONSULT LAHVfYEHJV m MWC^on we* Shabelie Lngineenng and WWDSE
Aree« 4 C Rjro^SL^mary. of Sekl peH-mab^ leUs. Final its
B2T 6VokjHW 4 0 • Anofi 4 C Page 5’ e* 6°
xy federal 0«*nocnilic HecxiX; ol Eioopu Mmistry of WaRnr R esort e* FenWbrtfy S«udy o' Ba'o 1 2 Mui^uTJoan Prvjecn
Water Pressure I esimg
Site Baro2
Borehole No trie
Borehole Dcfth 69 88 im • b G|,
Water Level Before Mfm) A 5U (m)
Itaglil <4 pressure puge O.R> ■ m) above Gt Height of *Jirt mm tel *J H6lm) above Gl
Ini mltonim):                               56          69,14
Consul Uni NorBiin Norcoosuh-L^hgeig J5 Date 2MM/O5
Cming Ikplh 18.24 (ml h Cil
BH die ___________________ (mm) Single   Double   packer   Slnttk   itickcL HmcMK 19nvn
I amed oui 7(tK0t<AhO Sheet |_ p| I
length of le«l mcUdo ■
11,hl m
Ci*** J I'rvsiure
T
—
Metn
Reading
Flow Hate*
ugeor
VlUB
Coefflciet n| 1 Ictturkt
PermeabiliU
hg/crr.2*
5
Start
! twill            Elapwd
fart
truth
15,12
15 22                 Hl
76.176
276415
\ohanc
ilitm
“9
L/mln
7,9
_________
i -j           fl ce-ae
a
15J4
L.M                   lu
2'64 St.
276*40
U
1.4
f              7 6E-AR
•
Ha
15.46                10
2*6551
2*6652
r
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15?                  in
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M
8.4
11
raw
16
16.1                10
276*61)
27MXJ
*0
7
12
• L
1i
7 67f *4
Water Pressure Testing
Sue IUtqZ
Hine hole No Bjl a
Hmchok l>p<h 80 i.mi h < il
Water 1 evfl BeforeX"mj A 47 96 im
Height ol pressure pnuge 0 86 <tn| abme Gt Height of waler mmvel C 16 I m i above GL Tetl tert Inn (m):                               70 to 80
lenyth of twit taction »
Consultant Nowlin Sr consult-Liluncic - \ Dole 31 0105
Casing Depth 18 24 rm bGL
BH die 76
_____ imm)
Single Uoubie packet Srngk picker Hose size ,*nri
Limed out Zrbeua A Abera Sheri | of 1
Wm
|G»u*v IPrewam
Ihtk
Meter Rewbr-g
1 |<m Rwi
lugeon
va>u«
Cecflicirt nt
Prrrnealiilrry
k
kenarit
hgtam2
1L±J
I'M                 1 mid
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Stan              fiwdi
Volume
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L'mn
4
S1
10
27U51            276855
0
0
OOF’UQ
S
11:                122
To
276153          276155
L
u
0
QOt’OO
6
1 24                 I U
ia
276153           2*68’1
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1
1
0
0 3000
_______» Vft              R 46
10
27614'             ?’eJV
0
a
□
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a is               R <■
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2768*             27615»
0
0
1
0 06*00
-
00
o.ooemjo
W ater Pressure resting
Ptiijcct B®o Mullipunxise PriMKLGcolslbifl'Qt
Consultant r^ip|uv-'»otconsult_Lah!nci£l^ •
Sire BcikC
Due 2I/W0S
Borehole No B2T-6
Casmg Depth 18 24 n)b.(il
Borehole Depth 90JM(m)b.<jl
HHdie____  76____________ unmi
Waler   f   r*tl   Before   41   45(m)   A   47,6)   (m)
Single   .TkiuNe   packrr   Smirk   pacMr
Height aI pressure gauge QJ6(mi abotc CiL
Hose u/e 15V-YT-
I  le-phl  of  waler  sunclO  86  <ml  above  GL
t an»ed out 2<btna A Abera
Tctf reel ion (tn);
length of teat aacbon *
Mn to $614
10,14 m
Sheet t ol 1
(taiure Pressure
7 one
4r»cr Reathn,«------- 1 low Rears
htget*- value
4 'wfltael of
I'rrmcahilih
k
kemarks
kgAm2
'‘tart
FmmIi
Oapwd
sun Fauth V.lunw
(llteni
Umln
5
12
12 1
10
2768'R -       . 6VI
0
0
a
COOL)
12 11
12,21
in
2*68‘«
0
1222
0 It♦{■»!)
12 i?
in
276859
-
q
rt*oo
—
f.
12,11
1X43
I'j
3’68'9
c
0
s
12.44
0 ■ E*<xy
12 74
10
2*6*40             ?*M’9
0
0
o nooo
0
on IF »CO
nob©ian - norcdnsllt-lahvever jv
Annes 4 C Bart. simma'y.r-* fieM pe<m<UtMlir» test .final k*s
B2T/j
"
«<lh SNHMiie Enuring .no WWDSEVrAirne * R Ar^e* * C
Pago 52 oi 60
"«kx* Democrwhc HkMx nf Fii-k-* - Minial-y nl Wale* FflMIMty StiXft Of 0*u 1 7 Mi.-F^rpO5B l*Dffcti
Water Pressure jesting
rimctt LLgro S'ii’I ruFfKi’rC Sho-Tgct ’QiX'l'Cih n b ol
Siw to*
borehole Vn
Hwuholc Dcplh lELfig. (m i b GL
Waici level Helge 46.601 m i A 48ft" m Height nf tutiwr cauec L to rniabrvcGI
r <CI£lM or w#1?r r* nc | Il to tn i nh<tme GL Trn iwviiflH lai: Q(l tW.lfl
C<w*ulfc«rt SiprrUfb^crtunsuIrLahTrorr JV
Due 21 rue*
Ciu io(,I :<r,th l8 »4 i -n 1 h GL BH 4ie _ tl>_______________ (mml Srr-cx :»uM£ packer SlfllkjUKMlL
Kmc MFC ’Srrvn
r«Trnj ixd ZctKM & Abera
Sheet I £>f t
lenflUh nF Met *«Biin ■
1 o M m
Gllift
It Eutn
Tim»
Mm ? Eab-s
Flrw P>ln
IU0MN1 value
rnelTiCiEl Ol
Ferm r ill il in
k
Wnt-.juki
hg'LTij
[bar-
S*b1          F'nish
k: tried
Slarl
Fiaito
L,-mn
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h
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io
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111
(j
n
: 11L- + '
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3C
D,QDE*OO
Permeability resting GZT B
—•—B2T6 5G 70 Lu
—to—B7T-6TQM Lu
■e - *- -027-6 TO BO Pw
1    —02T^BO-9OLv
J —-to- BIT e BO-90 Few
2     —4---- 82T/. W-tOOLu ---------- B2*-61D-»<® Flow
- to- ■ 62^-6 50-70 *7*
r
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A.tnuK 1 C 0R-D W^l*Y_orjBkj
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in Jttaeb’-DPi *ah Si'ctwHi" tpy-Twr-^
WWDS Fv3lum«4 0-Arne. <C Page 52 of M
Fedc<nr Oftmo-nmc Ropublc d Ethiopia • Mt ol Waler Ffca%4)«hty Sludy of Bam 1 2 Mull<c*.jrpoM Projects
Water Pressure Testing
Protect     HafQ_MMiliairoo$e     hone;     Gtmcch-mvevi Sue Gjgiji
Hottholc No GJM
Burrhole Depth 24 **> (m)tr.GL
W afcr Level Before JO 2} I m > A 5 70 (tn | Height of pressure gauge 9 491m) ivbwe Gt I Feighl of water swivel 0,40 (tn) above GL Test Mxtmaim):                                    10 lo M.M
< cmultanl b  1*7*42 NceoQSSMf L**TS1<’1^
DateObWOS
Casing Dcplb 31 i tnl b GL
Bl I dm__ "»          —<mn”
Single .-Double
Hntesi/e v*n-n
frlnek ankf.
Carried out         7ebena & Abell Sheet £_ of _l
length oftwt tacUon ■
14,94 m
ol
Hr marl <
2 71 09
3 0E»U0f
0 OF♦oof
OX *00
OX <00
5 35E-10
Waler Pressure lesling
j*!     Picq     bar?     Matbinmg     Piotea     Gvomch-invpt Site Gaoii
Borehole No GJD I
Borehole I kpth 3IM (ml b GL
Waler Level BcloicS57(m.'A 4 55 Cm)
I Iright of pressure gauge QJQ <m) above Gl. I (eight of water swivel 0 40 , tn l above Gl. Tot seethm (nt):                                 20 lo 33 W
J
Conuiltart NniDlan-N<M<ons^lr--l ahaxyei /V Date Ol 05 DS
Casing Depth l£Jm)hGL
BH 4<_______ Th_______ (hub) Single iXMihlc packer Starfc pxk<r How v./e 19mm
Carried <nit /chena A Abera
Sheet Lol -I
length of leal auction =
13,44 m
• 'MJH£
btouire
Time
Meter
Reading
Tim* Ram
1
Renssi*
vakjy
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{barj
__________ Sldf-
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k
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4
ft
61
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1210 V
0J
004
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ft ?l
r.
ft 22
10
1210»
12101
0
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6,32
13
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121CU
0
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6,43
ia
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00
[ 0.00E*i*‘
Ar ,w«CBM wmnu-v.or ’^.nor^aMm
GJD ’
vtmlln E Hungering «a3 WWCSE
- LAHMEVER ”Vc**jrne 4 B Annex 4 C
P*q* M of 50
J-
edi»r*i Oflmtt-jtc
erf E1h
tO* - WmsJtiy erf Wfrlsr Awntr
tn
Fe»bil*^ 51
ul> rd Bare 1 7 Mul?v'- P IMfi
rr
p rn*» It
Waler
Procure TcMhik
hngUgo
MwtlipiMBmc  ProigL
GGriccb
iflre?
Cun^uiwnl
’SJi.niDlnn-Stfl^
uniullrLab  tHCEC*  J  V
Sile
HtttNikS'u GJD-I
llorthfifeDmlh*£ Il im bCil
Wmcr I.Erft Before H R.i'.-ffi: A. fi.il
1
1ilf pfEMUfE 0 19 ft* I* tf* **
I Icrgfhl of WUtel twrMtfl U4G I Fl I xjwre t rl
Tnli«cli*n |ni)-
l«r»p*h of tail H<-Wn ■
3D to 40,11
10,11 m
D^eOlOMH
Depth JA. vmJbGL
HH-iie_____
Srr^le Trouble packer stoitIt Hfor lto*e mj-e igmm
Cimwloiii Zx-brai ■& Aberra Shrel 1 i>r 1
< ihft Prcwars
W1«
Mr*- PtefeAiv
I ki« <ae»i
ugecy
vflhj*
('r*ffiritr-sd' I'rrmtrthl IlFt
h
Hcr=Mri:8
■gitJ-J
'■sjai
1 IHikh
Li .sped
SIM?
Trnisb
V nlwn*
1 lllEFM
L'nsi
1
■i
<1
to
Mil*
laijft
2
OJ
0 04
5 D E 09
■
4 51
4 21
10
121 fo
u:n>
n
n
0
□ M *00
4JJ
4 l;
10
IJIR
1211 ’
D
n
0
o n-f * 00
tl
4 n;
4+8
IQ
inn
I2IT
1]
n
0
i pE-oo
!
a.*i
-1 U
50
i j 11 ■
uir
n
D
0
0 0€-00
0,0
9.95E-1D
P»rmo>bHlty testing GJD-1
—•—3JD 1 10 25 Lw —*—GJD 1 21134 L w —*- ■ CUD-1 IMIJLu
• IW-1 1G-25tow
- *• Li JO-1 20-34 Htw —-- GX>-1 3040 Flow
4 c e«_,u^ 4„
t     rnieBtlll,¥ lnli_Piw
•vORPla,\ _ NORC-CMmSUL * I J
C.J2-‘
LAHMEYrR JV
J WA&SEVolL’Ht -I B A”**1 4 c
redfr-al LMHoonraK RepuWr or EH’opQ W^irtiry o' Aaiei Rmourtes -easCUItv Slutty of San 1 '.' VittiOu'posa ProjKtS
Esnneabd1 ry testing I ulling Head Method
Protcx* Hair Mirl-purp'M- Projec
t Geuteih-inyciT
C otnuiiam \<>n>Ui
bile Grep !>mh
Dee  27  <4  200$
Borehole No. GJ-Dl
CawnfDetbGL 
3»M
Borehole Depth b Gl. (m)
5.0
Blliba Casr’g 
0,09 M
Wuicr  I  e»el  Before  1.5  fnj)
A  (er
Teittypc FALLING HMD
Top of casing ubove GLfim
0 55
Hndure ID flfrnr
i'round *ate level below GL (ml
1,5
BH til* D
C.096 m
Tul Seetioo (mf
l.M 4.9»
T rme started
1320
Length of leer veebon L ________________ 1,44 UD»
15 00 Area of waief i.Msmn Form factor
P*d*<f'4 [<n7|
P!TLNh(VD«ROT|
iKUOHUOj))
Reading
[Time
(mm j
| Wafer
level
form top
A head
icmt
Delia head in n
Time sec
l
H in m
togi^l'K h (rrV%|
1
3
)             2 05
1
2
OX
32.
oj;
M
1 73
0 16972
6 BE-06
OX
DC
• 12(
II            1.73
0
006*00
♦
0 33
1,0
0.0I
IflC
1.72
00056
2 3EC7
0,33
00
24C
»            1.72
0 06 *00
!
0 34
1.0
0.0J
Nf
1 71
0 00583
2 36-07
C
0.34
00
t
36C
1           ’ll
0
ODE *00
7
0 35
10
0.01
42C
1.7
0 00567
2 3£ 07
$
fl
0.35
00
(J
<60
1.7
o
006 -00
IC
9
0 J6
10
0,01
540
165
0 CM59
2 4E-O7
II
10
0 36
00
0
600
1.69
0
0 DE*Oc’
12
12
0 38
20
0,02
720
167
001*9
2 4E-07I
13
14
04
2,0
0.02
940
1 65
1*01205
2 46-07
14
16
0 42.
20
0,02
960
1 63
0.0122
2 4E-07
15
it
C 4«l
40
O.tM
1380
• 5R
002495
5 3607
16
20
0 4flj
2,0
O.ttt
1200
1 57
0 012«
2 5E-C7
17
25
0.5|
20
0.02
1500
’ 55
0 01282
1 CCO7
1IBI
30
C5|
0.0
0|
1900
1 55
0
0 06*00
19
35
0 5]
00
0
2*00
1.55
0
0 06*00|
19
40
05l[
1,0
0.01
2400
1 54
0.00647
5 26 08]
19
45
0 5lf
0 o|
0
2700
1 54
0
0.06-0C
19
50
Qh2
zn
0.0I
3000
1.53
0 00651
526 06
19
55
052]
o.o|
0
3300
153
0
hie-
19
60
0 S3 j              1 ol
o.oi
3600
1.52
0 00656
5 2F ..n
19
70
0 55                 2.0
0.02
4200
15
0.01325
5 36-08
19
90
0 57j                2 0/
0.0?
4800
1.46
0 01342
5.46-08
19
9()
0 5B>
io|
0,01
5400
1 47
0,00678
2 7606
19
105
6
2.0|
0.02I             6300
1.45
00137
3.6E-08
19
120
0 61
1 °l
0.011
7200
• 44
0.00692
1 86 08
-
I*
verage Pemveabiifly [
2 4E-O7
3X>t 3 5-5 0 R m v* rm.
—♦— &X> 1155 0 It H T1 Irin j ,
NORPLAN - NORCONSUT - LAHMEYER JV toMMCUton *-<r SbetwIlA Englnfltmg ar-o WWDSC
Anne* 4 C Sato, s</rvnary. of X p^meah^' p,nflJ K,s
GJD-1Vakrn* 4 B - Ar-nejr * C
56 plflO
r
lp
F’iK&! is! I^KTiQtrdiK: ^ngi-ibUr Elfliapa • M i m£rjr ttf Waler Rennurnnti
F^MibMy- ^udj cf Barer 1 2 Miitipu'pM* f*vo|bc1«
Water Pre^i irc 7citing
j^OlcxlBitfo MiHllp-rr-Mj^r Pn?kci Qsfllffh-.'n'EiS Sile Gm
HoirhnkNn GJ CM
Hctfehok LheqLh 21 I m *» Lj L
'A jeer I r»?| [kf«« l_yX*fO A I?.*? I'-m
cT prnturt yaui^e ~ 5$ (ml afen>«= CrL Ikiljiil i>( MfHle? %m|vrl In Mi {ini ■bnvr I11
Fil l mHiiin £M|i
tangfti
«
|n |p 22,tM
1J.&4 m
Lcftfcalunl SorpUte-Norcoruyli-l JEimcvc* A
[WOHBO?
Caurig, [YpB* 1 1 I ml b LiL
BH die 7ft —__________ t’Fim}
Single   .’Double   pecker   Smik   pecker Hnsciiue Iftnwi
Cnmcil MI Zcbw A ^5cra
Sheri |. nf |
Ci-V
PlHHUM
T'"1*
Miter
■ ndm*
FIiib WtWi
--Kjeptiri
v*bjS
{'oriflitiei 1-4
Pern*rahih ft
b
$4 r*illLU*ki M
tgtanZ tarj
Marl
rowdi
1 IM-Md
Start
Lm
(li-tnii
.1
ir j
lu ■'
10
2
T
J 71|-
JI1
II, 7
3.J
.3 Z4E-0?
<
10 !l
11 n
10
7—?fi
217S2-!
1?)
12.i
27
2.nil nr
V
r i <■:
11 :
19
Z ■■*■*.'•>
!!?»•
Ill
lij
73
2 42E-II7
i
ii .< i
1125
la
2 T’Afty
JT77V.
■7
tj
1H
2.5AE-0F
J
UJ4
II '•*
i:
rrrft?
ITTRi •
in
4
11
1           07
22
■J MF-07
Water Pressure Tcsrinjz,
frojfrtfl Bai<J Mutilflirome PlwitcyI Gcufati ir-'cM
Sile (jtnui
ItardkilE Sc GJ IM
fertetale I iffpih 31 I ft | m) b Lil
■* jdrr I.ocl BrtwZ DS(m !■ A | TH | m |
Hfiplhl ol' pm^uiE                Er R& nil i rfkj'i.'e UL HtlUlil of waler tirivel fl Kf^m i iboMc GJ.
F«$t Mtnim <wir
IfflflW* Of IME McUnn •
13 To 31.1
1,1 m
i 'wiuJilif.l Sffn?lnn-hrcji;-un!mll-L-ahme%iif jv [WrWOT-05
Casing Lkpdi 5 t i.ml li.GJ.
EJH dis______ 7$_________ _  (ffim I Smjik    iTkluble    parIlct     Sjpgk    bwU' Hkrjji: uru 19w
L juried Ciul Zcbcnj & Abera Sheri 8 «f_J
iljuqcE
frnw?
rime
M^urt frif jfctl
Flew Itur-i
iugwn
■.bHjh
CodTK-«t uf
P'rrir-jjxir'M liTV
h
H.«s=hf|(s
k®cffl2
i bar)
Start
1- liuxli              |' hiputi
r
'’iir
r imxh
¥• Munu-
il«imi
'tJsnffl
i
l,«
■ 4                  io
.”7841
277t+4
ti
s
□
1M
2 Oil                  i -■
0.0
U.00E*^i
:77144
777144
d
□
0,0
fi
i
2,02 j.n
0 3QE- •
2.121                 Il 2 2 i|                  IU
271X44
?7TB«
JTrtM
rj
0.0
0 :*1E*C<
4
2-24
,
7^1 11
1
.3T?UM
r~
n
41
II
00
00
0
C DOF *157.
DD
O.[»E*rM:
AnrH>. * C Bare UWWY or.
G- JD 3
NORfLAN ,-MJHCONSULT - LAHMfYER JV ‘i J«K»jihi]A *im Shflt»le f n^ieenng .nd WWOSE<F- 4c
57 erf 60
Federal Demtx'iiw. Wcpubic ol Ethiopia - r caxCUity Study erf Ba»x> 1 2 Mixtipurpcwo PrvjoCi
Water Pressure I cMing
Sue Gann
Hrnghnle    No    GJJL2
liotrbele Depth 41 10 (m ■ b (»L
Water Level Before2 9fr m> A 2 40 (mi HexgMof pressure fouge > 46 im) above Gl_ Heighi ol water v*ntl P W fm) above Ct
Te«t wetion (in):                                 II to 41,1
Waler Rmouicbs
i cmsuliMi? Non>ian-Nofcon5uU L4lunKX£i JY
Pale 030* OS
Cuing De^h M imi b GL
lUldx________ _________ _(mm)
Single Double packer Singlr nacker
Uwe vzr ‘9mm
Ctmoj out /shsnu & A bcm
Sheet J of |
length of tail taction •
10.1 m
Gtupe
I'ttsautt
Time
Meir* Reading
1 lm* Rule*
CoeRiaet n(
Pesmenhlih
b
Hetiurki
(kg'uirj) 1&*L
Sun
1 rash
1 looted
'.Vi
11111 th
V (June
lisen
(L/min)
5
4’
5
101
rnr> ‘
JTYI9
(1
00
o.ooe<oo
6
5.01
Ml
10
2774'/'
27Y191
0
00
a !»€• •
5.12
5.22
14
J 77193
2’7|91
(1
d
00
ooof*d:
6
5^1
5J?
10
HIRO*
: *’i9j
0
0
0.0
OOK»DO
5
5 •<
5.44
JO
77TB9--
0
0
0.0
OOOE-OO
o.c
nooe«?-
Pormetbility lotting GJD-3
—•—GJD-3 10-22 Lu
—GJD-3 22-31 Lu
-  *- GJO-3 22 31 ricw
-   0—040-3 31-41 uu
—•— GJD-3 31-41 Flow
•jr GJD-3 Ip-22 Flow I
N DRPLAN SORCONSU. 7 .AHMi YER JV
•n association wn ShMeHo E ng.nfee' n.j jnd WWCSE
Annex 4 C Bare, summary oi.^'c pormrab-Ty tests. F <ul <l»
GJO3VQiijrnu 4 t- ArwiIHL 4
Page 5ft cM ttf
2«moerarc 
Dl Eh^pt.i M^Jry WH*+ Woscur-PS
F euijili|y Shirty &! Barn 1 J MijBipunpHe P n|nnrt
r
I ‘ermeabi I ih lusting - Fa I I i ng Ffead Method frgXCl &jrn MW| I frjrposc  Li CQKV^ !nvCSl
Snc Cgcnp [Jam
W-irtlhdr Nn. UJD-3
Rnrrlioklkpihh.GL (ml
W Her L evt I BeFiMC!) ■; ml A I rn 1 I     rf :*sini jbo *t Cl (hi 1
rirwnd »skt level («L  iwi
Cdmiuhint NtirpliH-Kananiull LlfiflUfiMZjUf
Due D5 02 ?WM
Casing Orplh             h GL 
Tnt5«1kft I ni I
I rn[]tlj «if |fj3 WL iutn L Cun led i?ui Abera. A Xaltirflpn
5.7B
DOS
13
fr.Tfl
Z 83 UD=
HH dia.
CMinfl
2 ^ I*71]
0.0® H
T«rnp< FALLING ItE 40
Kild -uzr
ILLZ-J’.'n’m
Fill du                          0
Time suneJ
20 40 Arei fif wild column 
Ronfouw
1,1
I.M
••
Pi‘eJ'fl't'4 |m2J
Prz’LflnliVU
♦ROT(1«|Ut>|
Reading,
J»og(r*iH2 h fmtet
Time
1 nil in 1'
Wmct level film
1Uf?
A   hc»J l.cm I
Del 14
he nd i ii ir
T iine i«c
H i n in
1
0
0
1,3d
1
a. 19
19.0
0,1?
60
1.17
05
I BE 06
J
7
0.23
40
0.04
120
1 12
1 0^
3 Of 07
4
3
0 26
10
0.05
190
107
0.0
4 flf 0 7
5
4
032
4.0
0,04
740
1.03
0.0
4 IE 0?
ft
8
OX
4.0
O.M
->IXI
0.99
a.o
4 1^07
7
ft
039
3.0
0.03
xo
D.X
0.0
3 3E-O7
*
7
0.43
40
D O4
r
4M.
OB?
□.a
4 AE-or
9
B
Q.4ft
1D
0.03
0 9?
0.0
3.6E-07
10
fl*
0.49
30
0.03
540
0,Mi
DO
3 7E 07
11
10
a 51
2C
0.02
«»
0.64
00
2.5E-07
12
12
a 56
s.a
0.05
J JO
0 73
0,1
3.3E 07
II
14
06
4.0
ri.M
M0
0.75
1
ZBE-07
14
16
M
4,5
0.04
960
0 71
o.l
JOE 07
IS
IB
0.68
40
0.04
108C-
067
0»
’ 1E-Q7
Ift
20
o r
2.0
0.02
17DD
D,6S
Q.C
1 «E 07
1?
25
0,78
6.0
O,(l«
iSOU
0.57
0.1
2 BE 07
IK
30
0 87
»n
O.I.P1
moo
5 46
0.2
3.7E-4J?
19
34
0.0
J, Z-
O.0J
7100
45
01
1 4E-O7
20
40
M
60
0.0Pi|
7400
0 19
a.t
3 tE 07
21
45
1M
BD
CtUK
7700j
a 31
0,2
S OE-07,
T.1
50
1 Ci
4 Z-
O,04
:iaoo
0.2?'
0.1
3 HE 07
u
55
* *2
4.0
0.04
3300
0.23
0.2
3.5E 07
24
ftC-
1 13
3,(1
0.03
3600
7
D.1
3 0&CJ7
25
70
1 17
7Z
HD2
4 MX-
QJ9
a.’
1 1C-Q7
an
12
1.3
0.03
460li
015
o?
7.0E-07
■*7
go
• 24
4a
D,04
54D0
2 11
03
3 4t or
2R
135
t 27
j.ci
0.0.1
6J€G
a.-x
0.3
2.3E-0T
29
t?0
1 31
4.0
0.04
7jai
0.04
0.7]
5 LlE-O?
*                PeflTMbrtty
2 64-07
GJnili-iiilrnH-shnf.
*~- J -I 5-5 l"> H W lr*«
MDAFLAft NCflCQNayLt - L*J-iME LR jv
v
Aw«4CSain 
ck
GJO.3
in HuoGUbcin wilft Sh^bclta Eflg^*Q-nriij a-vj WATJ5EVolvn* 4 «
4C
Fe»J«*al Cfemocratc Reput*C O* Elh<O*a Mri-stry o* Wafer MMOiXCOft
• OMilhMy Study al Ba»o 1 7 Multipurpose Pmjad*
Water,Pressure leMing
Proxel Bars Mtfliww* GctfnAjnv^
Site QcgiLTunnel
Iknehole Nr GJT-I
rlothnle Depth 2flLU (® I b GL
Ualer Level Before UQtm) A. •'1 mJ
Ileipht of preMittie gauge •'.« Mb' m)above GL
Height or ualcr swivel 0.M (■> nbove GL
Teit Mtlfen (•):                             ^0 T0.li
fengffi o» last Mclion ■
20.11 m
Consultin' Nowlin 
Date 29.04
Caring l>p<h 10 34 bill
HH die 7ft _______________ fr7,m'
Single nw.AU frier Miwie OKher
lime v/e I9nvr
Caned    nut    Zcbena    A    Abffe
sheet 1 of ’
2i
1 au^c
Pmsuir
Time
Merer
Keying
1 li - H.Hr»
Txjeo’’ LoeffioCT.I
value
Prnrxablirv
k
(kpcni2>
■’carl
Sran
Finrth
r lapsed
Star
Imnli
\ >lunw
Men
L/rurr
u
91
10
27r.u?
0
3CC
DOE ♦00
4
0 II
9J|
II
2761*1
276SM
>
0.1
0.01
1 9E 09
V
92.’
'»12
III
2'6M?
2*M6M
1) 3
0 03
4.6E-O9
1
9, .11
74'
N
276BM
0
a
ooc
0OE*O0
K
94»
VM
II
U'
a
c
000
OOF-OO
co
t 306-00
Waler Pressure 1'esting
ISoieci Bar- MuthmcpoR Protect Gcorechi.yal
Site Gewii Tunnel
Borehole No GJT-1
iLirrholc [lcplh 92 V> |m 1 b GL
Watet I evtl Before6 2fctn) A 0 (mi
I leight of pressure gauge Qljfr (m > above Gl
I lei I’M <»l waler vwivtl 0 86 (m • aho vc GL
I’rtl trrttnn (mJ;
Imfltt» offesl taction =
70 to B7 &
12,1 m
< <mtu!iant Ni’rr1*1 NorvomqIt-l^ahmever JV
D^cntHW
Caung    Dcptfi    10.34    m)b.Gl
BH dir 7b_________________ (itrnj
Single   Double   Meker   S«atk   va<kn
Hove sue 19mm
Caned out Abfnj A Abera
Sheet I of J
(.*u«e
l‘M V.'-
tisne
Merer Readit^
How Rjan
lugeot value
< neffrcie! of
PcrmcaNI«>
k
Remarks
bfrVm?
I. bar'
"tart
hnidi
Pap«J
Sun
1 imib
Volume direr*)
Li-nin
4
IS
2
h
276176,
276110
4
0.4
ooe
1 1E«
5
2<JI
Ml
in
27618!
2 ’’MUM
?
<1 -1
0.11
1 6L on
ft
2 12
?:?
Hl
27btW
2 ’h’Mw
10
1
«
0.13
1 *E-oe
2 21
zii
27690'
2769||
1
0.1
0 13
i flE-oa
4
2,34
2.14,
d
276911
27691II
3
fl V
006
«.?ro9
01
1 43LO6
^OSPLAN - v»co*s.v _ lahmeyer jv
" OMoc^n 
Annex 4 C 0aro_ su/nmary_of_ feid pomeabil«tv /esf f
GJ7-1
E ..^rrgYfllufflA 4 H Anofli i D
n^y- 00 ci 00
c e<3»'ai Derrooilc RufhjWk or Flh<HM V*nift7 ol Wihr Resources Fei*<jtle» siutfv o* 0*o i 2 Muhtpixpms Prcjmis
Water Pressure Teslinj
bMQ MMIIiBMOWK I'WjCtf fktMKfrtwtf
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f                1               J                1                <                5                g                t
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NOfiPl AN-NOfiCfW5UL7 LAMMEVEH JV in rt\50L‘a’-Hr> wfh SnetetH* Engineering a^vl 1VAT?^F
GJT-1THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA
MINISTRY OF WATER RESOURCES
BARO MULTIPURPOSE PROJECT
FEASIBILITY STUDY
Final Report
Annex 4 D
Test Pit Logs
September 2006FPderal Democratic Republic ol Fth»op»a - Ministry of Water Resources Feasibility Study of Bam 1 & 2 Multipurpose Project
Volume 4 B - Annex 4 D
Page lii
New Test Pits Baro 1
Frontpage Anne* 4 D doc
NORPLAN - NORCONSULT - LAHMEYER JV m association w.th Shebelle Engineering and WWDSEardco-rodio
test pit report
CLIENT
PROJECT:
LOCATION;
Ministry of Water Rcwurcc*
Biro-Kir»dobi
E: 7*9674.759 N: &9IJ77.7BO
PIT DIMENSION;
Length: J-50m Width: LOOm Depth: 6.45m
St REACE AROIINPPIT:
Gentle Io sleep slope; vegetation covert*
PI1 NO,:
DATE COMPLETED:
Bl-NTIMN
16/10/2005
DFP1H
INTERVAL
(ml
SAMPLE
Still TYPT
DESCKJFTION
SYMBOL
K! M£Hk
Type
Na
Sizr th ft |
OpLh [mt
a o-o io
liaptahl
flauk,   mat’d,   humic   4lhI  mtt.   V-   nm|y-wd anl frcdi Mrgelalirm mat*
-
-:■?
O2CMIJ5
Silty eta
KCTkl'Vh N«nwi_ mo-iM, moderately cxisjmaled anil pla&lic, fine la medium cm'red calluVujin tilty flay
-ic.n
1
4 «J4 J 5
Undisturbed ukI. Mimipin * USS 12Scmx25^injtS5tm
Lak.cn
£254 4*
Silly clay and icnn el
Rtddisn brnwr, rrtxlmilr ly L*«Mnpa£led arid pfajititi, fl Fir Ili medium ujumed. men* i£l< uv iurn wily diiy wi|Ji fr* iffivcll of highly nmCherEd hmaft
-
-
Sampling meirv'-j
Shooing Container
B-Tnin wall Tube
□"Tube
S-Plastic bag
Tup so I. Organic nngm
G-Shovel
P-Tm
1 MeiiM can
Block
□-Glass jar
U-Woodon box
RnuduJilS.'Randy silt
R-dnth bag
Z discamad
sarrinijmRrs gravels & tatjidnrs
.O-Domposed reskduilli rff ba&aii
Secnoipcvrf Residual^ y gneiss
logged by Mebane L a*ew Oa|e‘              Ift'IQDfiARDCO-ROD1O
TEST PIT REPORT
CLIENT
PROJECT:
Ministry of Water Resources
Barn*Kuradnbi
LOCATION;
E: 760116.883 N:89I577331
PIT DIMENSION:
Length: 1.50m Width: 1.00m Depth: 4.25m
SURFAC E AROUND PIT:
Gentle to steep slope; vegetation covered
PIT NO.
DATE COMPLETED:
Bl-NTP-D5
16/10/2005
DEPTH
IM I R VAI
(m)
SAMPLE
SOU IYPE
DESCRIPTION
SYMBOL
REMARK
1 vpc
No.
Size (kg ■
Depth (ml
0.041 20
Top Mill
Dark. muiM. humic soil w»th decomposed and fresh vegetation
roots
•
-
-
0.20-1.70
Silty clay
Greyish benwn, moist. moderately u impacted nnd plastic. fine In medium grained colluvium silty
clay
•
-
-
-
1 70-4 15
Silty cIm And gravel
Greyish brown. m(»dcTatclv compacted and plastic, fine to medium grained moitl colluvium vilh day with tew gravely of highly weathered basalt
•H.U
1
2 55-2 in
1 ndLv(utbcd Mill sample
(IIRSS > 25cmx J 5cmx25cm
was taken
4 15-4 25
Silts clay soil and
pebbles
Greyish, moderately compacted and plxvtk. fmc to medium pruned mold coitus ium silty clay with Mime pebbles of moderately weathered basalt
Sampling method BThm wall tube G-Shovef
H Carved Bkx>
Shipping Container
0 Tube
P-Tin
Q-Glass pr R-cloth bag
Legend
S-Piasbc bag
T-Mela* can
U-Wooden box
Z-<Mcafded
Top soil. Organs ongm
.Residuals.sandy silt
somelimes gravels A boulders
^^omposed residuals of basal!
Residuals of gneiss
Loggod by Zebene I akew Date:                  16/10/05ardco-rodio TEST PIT REPORT
CLIENT
PROJECT!
LOCATION;
PIT DIMENSION:
SURFACE AROI ND PIT:
PIT NO.
DATE COMPLETED:
Ministry of Walrr Rriourcw
Biro-Knridtibi
E: 759839.021 N: 891292.521
Length: L50m W idth: 1.00m Depth: 3.60in Steep slope; vegetation covered
BkNTP-Ql
16/10/2005
DEPTH
INTER VAI ■UJII.IVPF
■I rm
tl Li-Q 15 J up lual
S A Mi r I
PFscRirrioN
REMARK
Type       sio     Size (kK ,i
L>afk moist huniiL  sual wilh
*« H<cciiti«*n rnrih
0 J%I J3
rmLsdi brown, rvnn plnslir. [now Complete!} wEiLJiercd nutdturn lo conrwi u/Hancd
grnrnliL putiM                         E»wnplcfEly wanchtttd Efinriti
JDClii
•G5 S J*
Dishirbcd *ai| sample |1 HSl was Liter
HieJiiy        Aenihfrcd IgranilX Ijnciti
pinkish      .      nan      plliliu,      Icigse, medium w                   grained highly
hfiihcrcd ciniliu gneiss
Sampling neirwxJ
StwppmQ Contain nr
Legwnl
@-Thin w^> L-be
0‘Tubc
S-Ptastic bag
. T rjp so*, Omgarpc nrtqirt
ij-SrwvL’l
P-Tan
’’•Ufrljl cart
H-Carved Bloch
□-Glans jar
□-Wooden tx*.i
R-Ctoth tag
HesiduaK sandy vll
Z •discarded
SflrnHinsB-s (yavelA A btukKrs 
_C-r3ompr«Ml revivals of basalt
_DerarTipciAedl Residuals, of gneiss
I Lig^ed by: Zebene Lak&w Date                15/W05
pARD< O-RODIO
TEST PIT REPORT
CLIENT
PROJECT:
Ministry of Water Resources
Baro-Karadobi
LOCATION:                              E: 760098.022 N: 891327.775
PIT DIMENSION: Length: 1.50m Width: 100m Depth: 3.65m
SI REACT. AROUND PIT: Gentlo to steep slope; vegetation covered
PH NO
DATE COMPLETED:
BI-NTP-Q2
16/10/2005
IMFIH
INTERVAL
|m,i
SOU TYPF
DESCRIPTION
SAMPLE
Ispc No Size tkg • Depth imi
SYMBOL
REMARK
0 (Ml 2*              1 up MIl!
Dark, moist, humic soil
vegetal ion roots
0 25-2.50
completely
weathered pan me
gneiss
Pinkish brown, non plastic,
kxnr. medium ID coarse
grained Completely weathered
granitic gneiss
“G.S I                   25
Disturbed soil sample (LBS>
w as taken
2 <0*3.65
Highly weathered
gran ii ic gneiss
Pinkish brown, non plastic,
loose, medium in coarse
grained highly weathered
granitic gneiss
Sampling method
Shipping Container
B Thtn wall tube
O-Tube
S-Plastic bag
G-Shovel
P-Tm
Top soil, Organic, ongm
T-Metal can
H-Carved Block
Q-Glass tar
U-Wooden box
R-cloth bag
ResKjuats,sar<3y   ;|
S|
Z-discarded
^►omet.mas graves A boulders
Decomposed residuals of basalt
Decomposed HevOunls of <jne.ss
Logged by Zebene Lakew
Date 16/10/05ardco-rodio
TEST PIT REPORT
cum
PROJECT:
LOCATION;
PIT DIMENSION:
SURFACE AROUND PIT: PIT NO.
DATE COMPLETED:
Ministry of Water Resources BAroKiradubi
E: 760320 MINI2X0
Length: 150m Width: LOOm Depth: 6.00m Gentle slope; vegetation covered
IH-NTP-QJ
16JW2005
DFFTH
WTEXVAL
5 AMP I L
sul i m
DESCRIPTION
SYMBDl
KLMARK
Im)
Size I kg 1
Depth (mJ
Ofl-U
Ihtfk. moist. humic uni wgctatxvi
Tr-p Mil
WK
uimpicid) wctfhcred
T’m-iCiIe, q|UMlf itm|
feldsptihC inxua
Dark *r«J pmkish grey. non plastic, lone. medium tn iuarte grimed
. mpleiely weilhrccJ hu^iic quarV nrd kldSfuhi. gneiss
6 25-t-li
Highly      wrafhend granitic gneiss
Tinktsh grey, non pliMic. faosc, medmm to coarw grained highly weathered qunnze feld\p*K gneiu
Samp mg T-cir'CHd
Shipprq Container*
Legend
B.Thi n wall tube
O-Tutw
S-PtMbc bag
5-9ip«I
P-Tm
_Tctp soil. Organic origin
T Metal can
H-Cotved Block
□-Glass i ar
U-Wood€-n bast
R-ctoth bag
Rusxluals sandy si I
u-(JiSCftr[fed
son-et-mes g/nveis A txxAdc-b
.Decomposed residuals or Casa.!
.Decrynpcs«j Residuals o' gneiss
Logged         ZsOene Utew Dale-                    1610/05ARDCO-RODIO
TEST PIT REPORT
CLIENT
PROJECT:
Ministry of Water Resources
Baro-Knradobi
LOCATION:                               E: 760520 N: 891510
PIT DIMENSION: Length: 1.50m Width: 1.00m Depth: 5.70m
SURFACE AROUND PIT:
PIT NO.
DATE COMPLETED:
Gentle slope; vegetation covered
BI-NTP-Q4
16/10/2005
de rm
interval
(m)
SAMPI F
SOIL 1 YPI
DESCRIPTION
SYMBC »l
Rl MARK
1r
No
Sue 4kg i
Depth imi
0.0-0 25
Top will
Dirk, moisi. humic soil * nh segcuilion rmrts
-----------
0 25-140
Silty day
Reddish brown, mom. moderate 1) compacted and plastic, fine to medium grained collus mm silty day
•H.ll
•<j.S
1
1
25
1 75-2 00
200
l ndulurbcd soil sample (L’HSS) 25cms?5cmx?*cm
and disturbed toil sample 11 RS i were taken
I 40-3.70
Silty sand
Reddish brown, moderate iy
c«smp*Ltcd and plaMK fine 1c medium pained, moist colluvium silts sand with some highly w cal her cd basdl I’raiclt
•
-
-
•
Sampling method
Shipping Container
Legend
B-Thrn wail tube
O Tube
S-Plastic bag
G-Shovet
P-Tin
Top vM, Organic origin
T-Metal car
H-Carved Block
Q-Glass jar
U- Wooden box
R-cloth bag
_ Residuals,sa/Mly silt
Z -discarded
sonicfinies graven I boulders
Decomposed residuals of basaH
Decompose Residuals of gneiss
Logged by Zebene Lakew
Date.
16/10/05ARDCO-RODIO
TEST PIT REPORT
CLIENT
PROJECT:
LOCATION:
Ministry of Water Resources
Baro-Karadobi
E: 760370 N: #91620
PIT DIMENSION:
Length: 1,50m Width: 1.00m Depth: 4.40m
SURFACE AROUND PIT:
Gentle to steep slope, vegetation covered
Pll NO.:
DATE COMPLETED:
BI-MP-QS
16/10/2005
DEPTH
INTERVAL
Im)
SAMP! 1
Mitt rm
DESCRH'tlOS
SYMBOL
HI MARK
bl*
No
Size ijt I
Depth im)
OMW
Dart, nwist humic wil »*’ih vearution
Teo soil
HM^N
OH-HO
Silly clay
Reddiih !••• wn. moat, moderately
<• ’-pm U-d lrd poslxr, fine 1n med. jn grained soiluvuri silty* cav
•H.u
•<•5
I
1
25
3 10-3 IS
I Hl
UndiMuibed m>iI sample
(L’BSS) 2VfniM25cmx25<rn .i*h
J Uurbrd wil sample (I IIS)
were uikcn
. 4(M 40
Silty s*.-d aid travel
Reddit brown, modenilelv compacted And pUibL. fine to medium grained, --m vollmrjm aiLty und wish uimr intended pchHes of haw t and quir/. that ia.iw citHCTKe of rtiraponcd itiaterialk
-
•
•
Samp method
Shippng CorMa-'v*
I *h)ord
B-Th* wall Xbe
O-Tvbe
S-P'ssbc baq
_Top soil, Organic origin
G-Shovel
P.Tm
'-Metal can
H carved Bloch
□-Gians pr
U-Wooden box
_ Re BKkials.sandy s»ll
Rctoth b.*q
L discarded
sometimes gravels & bouMen
□ocompOMsd residuals of basalt
Decomposed Residuals of gneiss
^oggod by: ZeOene Lakew
Date
1fi/1(P05Federal Democratic Republic of Ethiopia - Ministry of Waler Resources Feasibility Study of Baro 1 & 2 Multipurpose Project
Volume 4 0 - Annex 4 D Paqe
New Test Pits Baro 2
F ronlpagt Annen 4 D doc
NORPLAN - NORCONSULT - LAHMEYP^
m association with Shebelie Engineering and WWDSEariko-rodio
TEST PIT REPORT
client
PROJECT:
LOCATION^ J Ml
PIT DIMENSION:
SURFACE AROUND PIT:
PIT NO.:
DATE COMPLETED:
Ministry  of  Water*  Rmoutcm
Baro-HPP
E: 0747*0# N: 898218 Elevation: IZ9IL0m Length: 1.50m Widlh: I.OOrn Depth: 2.25m Horizontal, Vegetalion covered
B2NTP-DI
05 03 2005
DEPTH
INTTRVAI
im|
sample:
soil rm
DESCRIPTION
SYMHCH
Kt MAKE
Type
Nn
Si/cDn)
Depth * m l
OiHJ IS
I'nfl3 icii
Hafli hrnwn.mnht humic wil ufo clar wifih di‘c<s<rtp<iwxl iiriinwic inaMfer and
recto
Q 75-1.65
Silt und dry
Light bfuWTLgray and reddlih
hrnwrt,moderately cumpKldl rnoihLTifC is mrdiuni pins. nunJerateK plmtie silty
sand clay
•H.U
1
Mt)
0.65
. urdihtuj'Tcd Sample JC«30% in WHS taken
: m.1 os
l iri^el aril vutd
GctmH   ronr   wulS   lame   medium   erain and quatlz uj ftMifldcd qwanz
1 a* 2 25
■LjfSiib’el duiid und
Itark                          and **hrte con’-pi^tely
■.vi-mhi’riftl  pneiss wills hisrfrle.Kanlrrne jj  i. quorw innw/i nS^
■
Sampling method
Shipping Gnnhainflir
y TTiin wal lut*
O-Tub«
K-Piasllc bag
Top soul Orgary: origin
G-ShOrti
P-Tri
TMeta can
H-Ci*vwJ Blech
Q Glass
U'Wnodvl &0"
_Ae»iduBls»rxty
R-etatn bag
2-dismarted
wmebmai gravels A boulders
Gravel Eonn^Sandl
-□ecnrnpQ-se-J Re*smIiof gJM’i-ss
Logged by: Abf’akw
Dai-
1610.05ardco-rodio
TEST PIT REPORT
CLIENT
PROJECT:
1 OCATION(UTM)
Pll DIMENSION:
Ministry of Waler Resources
Baro-lIPP
E:  0747378  N:  0898397  Elevation:  1292m Length: 130m Widlh: 1.20m Depth: l.6(lm
SURFACE AROUND PIT: Gentle slop with vegetation coverec
PIT SO.:                                           B2-NTP-D2
DATE COMPLETED:                      06 03.2005
DEPIII interval
I tn)
000 0 25 I up soil
MMI.Tr PE
DF SCRIPTION
lvpc
SAMPl I
No Size (kg | Depth (m)
SY M HOI
HI MARK
Dark   humic   top   soil   with   dciayt   of vegetation xrul nx’ts.sHtv clav
025 OSS Topsoil
Light benwn to leu compacied.mots medium grain with low pLasbcifv of ciln
sand
Reddish hrown,grjv and light blown
n 5 Ml Mfr
Soil
moderately compacted,!™*' moisture
I indisturbed Sample JGul'-'v »0
conlenLfine to medium gram with low
•H.U
wa% listen
plastic i tv of silty sand day
O’Xi | OS
Gravel zone with sand and pebbles of
Gravel zone
.-i r.*
J 0< I 00
Completely to  highly
weal he* cd gneiss
While ^ray and dark color completely weathered gneiss wrth Mime relicts of
rr.rca and quartz weathered
frldsDariKanlmcJis
Sampling method
Shipping Container
Lngend
0- T hm wall tube
O-Tube
S-Piastre bag
Top w«i Organic origin
G-Shovel
P-Trn
T-Melal can
H-Carved Block
Q-GInss pr
IJ Wooden box
.Residuals sandy silt
R-ck>fh bag
Z discarded
somet.mes gravels & boulders
Gravel zone-Sand)
Deccenoosea Residuals at
gne'SS
I egged by Abry Tafessc
Dale
16/10/05ardco-rodio
TEST PIT REPORT
CLIENT
PROJECT:
LO€ATION(IITM>
PIT DIMENSION:
SURFACE AROINI) PIT: PIT NO.;
HATE COMPLETED:
Ministry of Water Resources
BarolIPP
E: 0747960 Ni NHRD Elevations J312 m Length:  1  .Mm  Midili:  1.05m  l>rptli:  115m Horizontal, vegetation covered
B2-NTP-Q2
06 aa.2005
biETM
INltXVAL
Im)
SaMPI f
SOIL TYPE
Dt5t:R!FriOH
SYMBOL
REMARK
Type
Sm»ikg)
; fcer*h (m|i
0MJ-U2*
t ry Kill
IJudk huiHBf 1np M-'iJ wily d-iy •*>ih drr.T, ■ ur«Eetition and ioms
025-0.65
b« J
iiiLc  grayJiMiMjnoiTt  mudruin  10  CJMTNC yrjlJLpOTriy Uiricd land
G.S
I
16
0,45
llwliirt’cd Large bulk wi wnplc
DM4 15
•iifis- day
Chirk      hrciw.’i.hT|^iiy      tianpacl^nr*!>r<k.> uhjJ "I’rtkleiBtri* ptaKi^.fine                  wiry
C IlLV
ELI'
G.S
1
■»
65
?6
QH
OS*
s 'ndniiahed Sample 30m3iK30
era iijse
_ [IrMuilhed large hulk Miil
vimpk
1 15-1:5
CfimpkrtEly wriiLbcWit
gntivi
1  ig.hl  p-jy^hLlc  and  ':gni
'brow!i,viTihplebtly                          grte-w, wnii ikanrinc.Tncii *nd quanz mineral rebecs
1
H
i
S>!!|^rng rt-jelFfflll
Shippng Coroner
I p-gend
3 Thin *a4 Hit**
Ch-Tube
S-P'asbc. tug
Tinp sail, LFfganic Origin
G-$h<r^
P-Tin
T-Mvtiil can
H Car.ed EModt
Q-Glau jar
U Wooden hax
_Rewkrais.sandy s-fl
R-ctalh ibag
Z-Svj-ded
•LQmelmws gravtf k & houldfl'Ts,
Gravel zorw'-Sand)
_LieHjnn-ip£isBi3 Residuals ol gne»si
l.oggpd by: AbvTafniM*ARDCO-RODIO
TEST PIT REPORT
CLIENT
Ministry of Walrr Resources
PROJECT:
Baro-HPP
LOCATION! UTM)
E: 0747610 N: 898270 Elevation: 1328m
PIT DIMENSION:
Length: 1.75m Width: 1.30m Depth: 2.95m
SURFACE AROUND PIT:
Horizontal, vegetation covered
PIT NO.:
R2-NTP-Q3
DATE COMPLETED:
06.08.2005
DEPTH
INTERVAL
(m)
SAMP1 1:
SOU TYPE
DLSCWPI1OK
SYMBOL
REMARK
bpc
No
Si/c Ikg)
Depth imi
n <10'0 30
Humic soil
HumK.Datk kip sori uliv cb> with
decompiled vegetal inn xxj roots
0 30-205
I’psnil sandy 'delay
Reddish Io reddish tvnwn moderately compacied,mnm m«»defaiely
plaMk.masshe fine lo medium pram sandy silt day
•III
65
I
I
75
26
Undwlurbed Sample
WxJCHJOcm we DtMarbed bulk soil smapk
2 05-2 95
emplaely weathered
bed rock
iph1 gray,while and brown completely i< highly weallu^ed gneiss with relicts of
4 uartz, m lot and kaottot
lib
Sampling meihod
Shipping Conlamer
B-Ttvn wall tuba
□-Tube
P-TIn
S-Ptaslic bag
-Top soil, Organic ongn
G-Shovel
T-Metal can
H-Carved Block
□•Glass pr
U Wooden bo*
HesMJuals sandy silt
R-dolh bag
Z-d»scarded
sometimes gravels A boulders
Gravel zone^Sand)
_ Decomposed Residua s of gneiss
Logged by Zebene Lake*
Dale
16/1005
88ardcxkrodio
TEST PIT REPORT
CLIENT
PROJECT: LOCATION(UTM)
PIT DIMENSION:
SURFACE   AROUND   I’ll:
PIT NO.:
DATE COMPLETED:
XfinhCQ of Uarer Rrsoorce*
EUro-HPP
E: 07475,16 N: B9B432 Ekvaffon: LUI m Length: 130 m Width: 1.00m Drpih: 6,75m Gentle slop with vegetation covered
B2 NTP-Q4
31/05/05
tilPTH
INTERVAL
lm|
SAM PI 1
^OTL TYPE
PF M RIM IOS
SYMBOL
REMARK
Nd
SlJW [kg w
UwpLti I'm)
OfflM) IS
Top wil
Dark   btcwruilty   day   humic   sol   l,most with dk-LjyS of ¥f frermiffln anil roots
. _ _.
D I M HD
Top  sod  snath*  silly  «H rhi>
K rd ei.i rcddidi                 ’ntidtrady :q hi^hJv LL>m p<is Led, moi nJ. model' J1O p^EUjc.maiiivt tine ?n medium igrain ma* canEarninu, silty' clay.
*H.U
GS
r
1
7S
26
1*
16
L'nd<sturb«l Sample
IDxJOOCicm sue iMiiirbed. bulk soil sanaple
SOM 75
t'ociif^rfr v Mmithercd bed rock
Velio'*  jtfjv.whiEc  and  grey  ■romp  lately  i< weathered                 with rdMrtS nf
mis: a .quartz amd luaulme
I
Sampling nwtfiad
SbsE3pirng Container
Legend
S-Thin wall iMtHJ
CkTube
S-PNtshe beg
Top soil Organic origin
G-Sriovel
P-Tin
T Metal can
M.Carvtd Block
Q-GlasS j»r
U« Weeden bo x
_ HfiMduaJs.sandy s^t
R-eioth frac;
Z-fltscaroed
iamehrrrtrt gravels & tnulrlora
_ Gravel znrwH Strict)
_ Oecomoosad Rebdu«ls ol gn«t»
I
L-Dqrj&d fiv Zetsenfi' Lake*-
Daini
16I1W05ardco-rodio
TEST PIT REPORT
CLIENT
PROJECT:
l.OCATION(UTM)
PIT DIMENSION:
SURFACE  AROUND  PIT: PIT NO
DATE COMPLETED:
Ministry of Water Resources
Baro-HPP
E: 0747308 N: R98R66 Elevation: 1282m Length: LSOm Width: 1.00m Depth: 1.2m Flat with vegetation covered
B2-NTP-Q5
06.04.2005
DtPfH
1NTLRVAI
(m)
SAMPLF
SOIL TYPF
DFSCFU PTION
symbol
RFMAKk
lypc
No
Sue < kg I
Dcpthiml
D004M
Top mhI
"hark menu lop soil of silty clay with detays ot vegetal ion and roots
0 304 70
Alluvia! und
Poorly wed white gray alluvial van.!
•G.SL
1
26
0.5
Oiuurbcd hulk vanp e
0.70-1 2
Completely   weather   ed grrtss
( umpletely weather cd  .w*nte.grey and vrllouivh  brown  uneiw bed  rock with quartern tea and kaoline mineral \
Sarrphng method
Shipping Container
B Thin wan tube
O-Tube
S Plastic bag
Top soil. Organic ongr
G-Shovel
P-Tm
T -Melal can
H-Carved Block
O* Glass pr
U-Wooden box
.Residuals,sandy silt
R-ctath bag
Z discarded
sometimes gravels & boulders
Gravel zono(Sand)
Decomposed Residuals of gneiss
I     ogged     by     Abry     Tatesse
Date
16/10/05ARDCO-RODIO
TEST PIT REPORT
CLIENT
PROJECT:
l.OC AT1ON(UTM}
PIT DIMENSION:
SURFACE  AROLND  PIT: PIT NO.;
DATE COMPLETED:
Ministry  of  Water  Rnowrcn
Hnro-MPP
F.: 0W80« N: 8M87H3 Elevation J.112m Length: l.5llm Wldlh: I.OOm Depth- 1.7Sm Flat with vegetation covered
Bl-NTP-Qh
06.08.2005
DFPTH
INTERVAL
Im]
SAMPI F
sett rm
DESCRIED! IN
SYMBOL
Ml MARK
No
Surlfcg 1
I3cprh (mJ
OiXl-l'^-
Alia*ta| wnd
While gray |wwK Milled ■ll’uvial
liirui «.irjptu£ tnaTier m lap of n with ir-tsp’ encountered
G.S
1
26
Disturbed bMlk sample
050-1.75
l iimp-lrrbe-!^ ^cadibEicd !wd luck
H'iflh ID CUmpleiely larnthered
'A*ii6e.hgjhs gray rind blown
pnn luuiljne.qiiAit/ and inu-a m irwral rrlvii ctescn-Ftl
.——
■
Bil
SSHrnglirtti rrw’UxKi
Conlciicar
B-Thifi all tube
O-Tube
S-P!a*|ic bog
G-Sh&rtrt
P-Tn
Top sod Organic Origin
T MeUI can
H-Carvnd Black
Q-Glass j;iT
Lb Wooten box 
R-ckiLFi bag
Re&duats.flftnify nit
Z-di'ftC4krrledi
wfraiames grav«Ha i tJDuWeri
Gravel zo-ncJSafnjj'i
-Decomposed Retufuala gneiss
I, ragged by Ably "atotse
Dale
IGJlCb-DSARD( O-RODIO
TEST PIT REPORT
CLIENT
PROJECT:
Ministry' of Water Resource*
Hiro-HPP
LOCATION! 1 TM)
E: 0747688 N: 8911932 Elevation: 1326m
PI! DIMENSION:
Length: 150m Width: 1.05m Depth: 1.75m
SURFACE AROUND PIT:
Horizontal, vegetation covered
PIT NO.:
DATE COMPLETED:
B2-NIP-Q7
13/05/05
DEPTH
INTERVAL
rm)
SAMPLL
SOIL TYPE
DI SCRIPTION
SYMBOL
REMARK
Type
No
Size Ik# J
Depth (m)
00)0 15
Top Mill
Humic,  dark  si  Itv  clay  soil  with  dtvays  or leaves and nxHv
0 15-0 15
Silty, Sandv Clay
£ i*k hroun.ii i^htlV compacted mni« with low piastiuh hx>*c,fine Io medium pain silty snad clay
GS
1
26
OJS
Disturbed bulk i«' sample
(135-3 M
Alluvial vanJ
White gray poody sorted
alluvial sand
(i.S
2
26
0.4
D:\luihed bulk muI uurple
<
050-1 75
Completely wealheied
*<d hick
omptetelv to htghlv
utathe red .while gray and hy.h: brown gneiss w«ih identified mineral* of quartz mica and feldspar
5
a
Sampling method
Shipping Container
Ley nd
B-Tfan wall tube
O-Tube
S-Plastic bag
*op so«i Organic ongm
G-Shovel
P-Tm
T -Metal car
H-Carved Bloch
□■Glass jar
U-Wooden tw*
Residuals sandy vlt
R-cloth bag
2 -discarded
sometimes graves & boukfofs
.Gravel zonefSand)
Decomposed Residuals of gneiss
( rigged by ANy Tafesse
Date
16/10/05Federal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study of 6am 1 & 2 Multipurpose Proved
Volume 4 B - Annex 4 D Page v
Old Test Pits from Pre-Feasibility Study
rronlp^* Anrusx 4 D doc
NORPLAN - NORCONSULT - LAHMEYER JV m association with Shebelle Engineering and WWDSEBare Hydropower Projects BA 1 and BA 2 Volume 4 - Annex B
Pre-Feasibdity Study Annex B 3 • 1
BARO-1 SOIL SAMPLE NUMBERING FROM TEST PITS
PROFILE OR
AREA
TEST PIT
DESIGNATION
NO OF SOIL
SAMPLES
COLLECTED
SERIAL NO
OF SAMPLE
SAMPLING
DEPTH(M)
LAB TES
CONDUCTED
A-A
A-A
A-A
B-B
B-B
B-B
C-C
C-C
C-C
c-c
C-C
D-D
D-D
D-D
D-D
E-E
E-E
G-G
G-G
AREA-J
AREA-J
AREA-J
BA1-A1
BA1-A2
BA1-A3
BA1-B1
BA1-B2
BA1-B3
BA1-C1
BA1-C2
BA1-C3
BA1-C4
BA1-C5
BA1-D1
BA1-D2
BA1-D3
BA1-D4
BA1-E1
BA1-E1
BA1-E1
BA1-E2
BA1-J1
BA1-J2
BA1-J3
2
NS
NS
2
NS
NS
2
1
1
1
1
1
2
NS
NS
NS
NS
NS
NS
2
2
2
1
2
-
-
3
4
-
-
5
6
7
8
9
10
11
12
13
-
—
3,50
6,50
-
1.80
5.00
-
-
2.00
6.00
3,00
2.50
0.80
3,00
4.50
3,00
6.00
-
-
GS.AL
GS.AL
-
-
GS.AL
GS.AL
-
-
GS.AL
GS.AL
GS.AL
GS.AL
GS.AL
GS.AL
GS.AL
GS.AL
GS.AL
-
—
14
15
16
17
18
19
2.50
3.50
2.50
3.50
2.50
3.50
GS.AL GS.AL C D gs.al.c.d GS.AL. C.D GS.AL GS.AL, C D
GS = Gram Size Distribution AL = Aterberg Limit
C = Modified Compaction D = Density
NS = Not SampledBare Hydropower Projects' BA 1 and SA 2 Volume 4 - Annex 9
Pre-Feasibility Study Annex B 3 - 2
bAKU-Z ; profile OR AREA
orvvir
TES’ PIT designation
TEST PITS
NO OF SOIL SAMPLES COLLECTED
SERIAL NO
OF SAMPLE
SAMPLI NG
DEPTH (Mi
LAB TES CONDUCTED
GS.AL
A-A
BA2-A1
2
AA
B-B
GS.AL
C-C
c-c
c-c
c-c
C-C
c-c
cc
c-c
D-D
EE
F-F
P-P
P-F
P-P
P-P
AREA G
AREA-G
BA2-A2
8A2-B1
6A2-02
BA2-C1
BA2-C2
SA2 C3
BA2-C4
BA2-C5
6A2-C6
BA2-C7
BA2-C8
BA2-D1
BA2-E1
8A2-F1
BA2-P1
BA2-P2
BA2-P3
8A2-P4
BA2-G1
BA2-G1
BA2-G2
1
NS
1
1
1
NS
NS
NS
NS
NS
NS
1
-
1
1
1
1
1
2
1
1
2
3
-
4
5
6
-
-
2.50
5 50
1 50
-
0 60
1.10
1,80
-
GS.AL
GS.AL
-
-
7
-
1.00
,AL
-
8
9
10
11
12
13
14
15
-
1.40
0 70
0.80
1,00 <
2,00 <
2.50               ( 4.50               ( 1.50
Note
GS = Grain Size Distribution AL = Atefberg Limit
C - Modified Compaction
D - Density
NS = Not Sampled
CO
bbBarc ~<jropcwer Projects RA •  kA ?
Vu'un* 4 Arnai B
MurtMt Siwtdy
Annr« 0 ?- 3
[norplannorconsult- aquatech
TEST PIT REPORT
OiThfl BAI Al Slariw!______________ _
JOB P-cMaiibr^v investiofl^
5*€FT  1 _____ 0F_21------------
CLlEhT M^islrv pl Wflg Rcyxirccs
PRUJFC* B^nj Hvdrpppwy Pruwci Snr fiaip-1 Dam
LOCATION lUTMl N B9? 900 _
£ 750,000 Elevabon 14»> -ml iipomrenalf _ net niwutedl
PIT DiMF NSlQN Length_____________ rtMth_________ 8 30 m
SlAFACE AROUNC PIT Stogr thrcA vfroetabor cc?y
DC SCRIPT I’JN C-okxr rons»il«rK.yi'De^54>
SAMPLE
CEPT*
5DIL ’YPF
COO
to
0.25
Top Soil
SVuciure. mosluie gram sue. pasiior* adrt Matency gram >Sapa cDmpnwtHVi Dny
Brown-motst
0 25
to
400
GS
400
to
B 30
Sandy day
Residual sod
Quartz-mica          gravel severely weathered
Red. brown compacted massive.
most,    fine    to    med    grained    Angular quartz, minute mica flakes
Pink. Ashy .losse massive, dry, little ctayiGS material, bulk of sandy oia'ns with kX nt quartz and feldspar pebods and
cobbets Also krt of mica ’lakes Angular grains of quartz fetdspar .vxi flakes of
mica
Possibly Granite gn«sse
1 3 3.5
3   6.5
Hand auger could not bo driven
below the depth of 8 30m Depth
from 7.50 m tn 8 30 m rs reached by
hand auger
•S^IPP'NU L jNT’A.NLR
a TNn wal lube
D-Tube
S-pU5t)C
,_>-ShOr»'
P.Tm
T m»*j< can
H Carved H*vA
Q-Gtaw .>r
U-IAcexIcn box
n-ctoin l»*j
Z-dwcardw!
'mpedor __________ _
Apc*nvrt_______________
Looked Be/ha-w M
IB 12 20C5r    :WwRr Ph^cH B* 1 R* J Rofn M >
‘“'CHJT* d . AlVlHl fl
Ptv-fflashu^ Mud}-
AiWff.« El 3 • <
)
[NOqpLAN-NORCONSULPAQUATECH
TEST PIT REPORT
p~r Nc B*i Aj_ Slaved Oct 5
Det. 31 _1222
JO« p’nrjw***^ •'-^*iioalto»
SHEET 2 OF 11
C4
€
"*T 
h*ni|la
2?
Hanwrcti
FH
OJtCT
joowy
Prated
S=TE J*rj ’ QiEJ
4t.PtS*l
6*"L
LO
CATIO
N itTMi
£
s«______
___ iLkutiiiiiy’
PH D'MEnSign L«r^ih________ 130™
SURF ACE AROUND PIT ftoog and
Wd|h _____ 1,W ml* Depth 3 jQ mte
Sample
ft a narfc
DEPTH
SOU ^PE
OFIXHIPI ’UN Drdis-* fa .nfc-klmrB:
sMjdiX# jrjrft 3«a3Jiof> 'MW
1
d.               ? r  Pipf tor-ipuM^n. argin
Tw*’
NO
Sue 2ai
DapfT
|Hl£S...
<4
______
n DO
to
050
Top SCHi
Ririfah bruwn day wllh {prams ronis
0.5D
1o
2 AC
StfEy clay
2 BO
to
3 20
WenOTwgd gr.wnlr
RpcXish EWDwf!, iTHjnil. #i!h Irrw ^erortKised granitic rock pieces
:RflP$fdual clay.
M-ghiy to comcJete^y ratted granite
Grtxjnd water laCMc ib enctjunierod al
3 20 'T.rs.
r
L
-^□JhS.MLlHUQ
-SHFFINtr CONTAINER
CL Unccnjoned : r^rr^S-H.» wiwngiM in fc^-W rriMijrertl
0-TSii wal ihibn
G-SfXivri
O-tvt-
P T-n
5-pliwlc bay
"T-Metal can
Will PUGM4 ir*r«lrTJT*rFir
H Carved Ukx»
C-■Siarrt i=k
_t- tauten twiK
H-ElCin &flg
2-d«»ded
Inspector ___ ________
AppraMMf
lckwwJPj rg^m___________________
□ai» on_se
15 13 3OCSBaro  Hydropower  =ln3jecH  6*  1  <Kid  BA  2 *'&ufr* 4 - Apnea B
Pre-Feambilih Study Anre* B 3 • 5
|NORPLAN-NORCONSULT-AQUATECH                    TEST PIT REPORT
p'T *p BAI- AJ                  Started Oct 2? Fir^Twd Ort 1985
-o« fril-riM* imtiiMimr
SKET 3 Of
Cl CN T Ministry 3* W * V ftouvtues
LOCATION(UTW: E
PtT D> MLNSlON I angih T 50 rrts
SU^T ACE AROliN© PIT Wood l|»fX!
SiTF Biro t Dam site Proite
N____________ f legation
Wrfth * WrO
S lSrrti
DEPTH
SOIL TYTf
DESCRIPTION         ^ur,         consistency/Denvfy stmetue moisture                 wjr piaMicity, odor (jaalency. gnitri Mu»jw cornpcsXinn qdijih
000
Io
0 20
0 20
to
500
Top soil
Brown clay with grass roots
S :ty cloy
5.00
to
5 15
H»gti'y weathered
grande
Reddish brown day with silt, Residual
day
L^bt colored, coarse grained. taghiy weathered granite
•S^Pi*&JtS,niQS
ISHjPPiNfc        CQ*£A*N£R
B Thin *n!l tube
G-5hn»ei
O-Tut»
P.T.n
S-irtniw- tu>;
H- Carvwo 8toth
7 Metpi can
Q-G«U fW
-wr-Woooen boa
H eke* bap
Z-*v.arded
Inspector _________________ ____
( by. -Itfjfia_______________
App- .ve<J____
De* QaJfl
•6 12 rr.tSiM     HtfTtBMr   DirjjBrii   HA   *   inc   BA   2
VdiirntfA. Krtr«
(
n
f’rw-F nwt»fy Sbutf-j
AfWWi B .1 ■ 6
[NORPLAN-NORCONSUL T- AQUATECH
TEST PIT REPORT
PIT Np 
jUirird 
____ F
IO« p dtn»l>llli 'r.^rin^ipn
3*lEE’ 4 DF_21_____________________
«K>j£Ci tooHwanwrffnMwJ &te
D*t
LOCATION     _^W|     N     391.7K1        t     2K     EjfivJttn     :45OnrtJ     fwrimair     nrf     measi^TK?' s>rr DiMCNSl*> Lflnglh_________ A'dth_______ Depth 4 5Q rn
SLXFACf AMnUNP PH XSlJS* flHtfillOO WZK
SOIL^E
Top Sou
□E SCRIP T IJN Ciikio- uMWMIlMvyyDwwlY SlniEfjre rheriilUff. Qrain Eire. pteilJaiy nd™ diialEKM^f gran shape rrynpcsdtEn, firtgin
Brown
Sandy day
cornplelefy
WMthiWWrf
Rtrf, Brnwo. iQJitely compacted, majsivfi. moist, fine soil with some med gnd course g rams nT angular quartz.
Mica flakes at>jndan1
weathieM-pd ftt*
i-W day maienat wrth course sandy
grains Lol d angular quartz sands,
pcdbola and oobbfils with nhyndarfil
mica Modarntely w^alfiered rack
Bed rott £?*=
There was a big protiierfTi ul digging
due lo colapse from side walls and
grcrjnd water which was encountered
a4 3.50m below surface. Depth from
4.65 m lo 5.00 reached by hnnd
auger. Hard auqer could not hn
driven below 5.110 meters.
*sAMa.*i5
EL **ifi well lube
G- Stowil
M- -la/VP-ri ftoc*
■;,m. PP ‘ ' *»*A M P
O-lub*
P-Tm
Roeth d*j
S- pta%tK B*j
T-M*Ui .;jfl
LLWraXlsn bex
Z--di&uritad
•X - UncnnjoiiKj tQrnpre^jfcT* strength jt ■ g cnV meMItfM
f
ln4ita.il* _
Axwciuftd
Lugged flurhano M
16 '? XMJ5Bmo ‘♦rdropcwe* Prf^cti BA 1 and  BA J
Volume 4 Anne* B
Pre^e-uutxrty Shirty
Annen B 3 - 7
[NOR plan-norc onsult-aquatech                      TEST PIT REPORT
PIT No  BA’- Sinned  Oct 77 Finished  Del 31J9M
job pfeteMfriihf mmliflliBiL
SMEET 5 or 21
Client         Ming^y        d       watfLBiKMr^
PROJECT Blfq 
Pfuipe
LOCATION (UTMl e _________________
PIT DIMENSION length_________ L5Q_!!!H.
SURFACE AROUNO PIT Wgyj tand
SAMPLE
dep?m
[ E'E 5C RIPT TCoKXjt ~con>i*laricy'Daab4N'
Rrxlv* mmsJize gr»n vze olaitoty opy
. git*>~cy yain vapa. qaryoaiben ongin
SITE Bro * D*-t ut p-cN< BB, <eh tiir»
N                ____________ E*<rtoe
A’-W 1 00 n»tl_ C-e-CT' ) irj rrts
1
Brown day with grass roots
Sandy day
Reddish 
brown 
clay
with 
remnanls
ol
Ocompose
d g^nitic
cock.
Weathered granite             light, h^hly weathered granllo
•SAMPLING METhOO
B-Th»n wall tuba
G Shown
M Carved Block
.SHIPP NG CONTAINER
O-Tufw
P-Tm
s clash- bag ’ Meui can
JGUm ar
UWmxton toe
Mooch twg
Z-3ncarr>«j
fmpecl or ________ ,
1 '>99*1 by Ythm.
Approved______
r> »*
1« tZKWt’i® F e»tnHry SAjd’/
is i ■ B
Project AA 1             3* J
Vdi/nt* AnrsiE
fwORPLAN-NORCONSULF- AQUATEGH
TEST PIT REPORT
PIT No BAt-£l SWM. ZG-1____________ — F rtS-‘hed 3®''»0
X3H r
SHEET  t OF I'
^ibMlton
CHEW Uritlrv Ql w>g
PROJEC’ 5j!££._Hwdrx^y Pruied SJT€
LOCATON |UTM) __________________________________ Fev^-n 11K_HJ9* Kcrr^alf TO|^, Pit dueMSION 1 --a*-'______________ *W|*-________ _ c*t* j y? |n
SkMf At2E ARDLAO PH          Hill |op.                Blflnn rTTPT
SAMPLE
DFP’H
SOIL r VPE
Trfw"
SdE*
Dwr
□.
Rem-#’*
,
nno
Id
3.00
300
ID
6 RO
Cl»y RMlCJlJAl S£>l
Sand sevtr'elv
weathe-rd
7ErE5C«iPT:DN. CoAflir EOMllIencyf&HMy plrj?sjrn rrwislLrtn, flrHln suit- |5l**llrjtv, tfdlM
. grap'i "ilinjiw izxrrfm*i *in ivigiri
l
ReddUlyaxFipacied. ntassive, motel. iDCky fine soil *ith little med grninod sands 'Has Una mica gr»»n«
W*iil« lo ptf* sem cr/T^rt. masSrwe dry, ’0 Ted grasped sands win- mica Rakes, few arowhir pebt*s of quartz and feWspari Seoecc vein i?) Ded rock
GS
5
3
z oc
GS
B
3
6,00
65
Io -
Bed Rock (?)
_________
Depth  Inom 6.00 io  5 50 m i s reached t?f hiinr.1 a.jijer. Hand  aug$r could  not b* driven h**lnw f? 50 rn deplh-
-SAMPLING VLy“<JC
EkThin w*l Ijc#
G-Shavi*
H C-ir«dB*r.iri,
■Shipping . b u’a n£-«
P-Tf!
Mxm,*
« dOF> 3**g
in vgprftf? n*&sau!*w*
&ptrtc Lag
T>MbM r^rn
u-^cwj-w 'ixjf
Z-dbMgattM
Q. - 'JnconiiM^eij «**cvw'xxkB
-’*■ |pM^iromartM
InwiCKr _
Lo^s^l Borhane M
AjjpreiviM
« *S 2CCfBaro  Hy<yoco*«* Pnj|attl BA 1 >-»o  EA 2
Volume 4 - Anne* H
Pre-Fe«Mbility Stud* A-nexB 3 -9
NORI’LAN-NORCONSULT-AQUATECH
TEST PIT REPORT
mi No a*i-C2 SWIM J2S------------------------------ FmM
JOB P-eteawbiMv InmfrMfcSl
5*«ET__2_________ OF *’---------------- ----
CUE NT Mimatry g< We*r‘ Resource*
PROJECT Bgro ttyrtipngwy ^.1 SIH 8»n>t Dtve'^pn J yr. Pro6<_£u
LOOT ON (l/TM) N 891. TOO                     ET59^240 FkrvOon 1£4Q mgji i appro «*’■■••• ’v* ’-wawredl
PIT DlMFHSiDN Length______________ r.'dT SURFACE AROUND PIT             Ste.\eoetat>on covered
Depth 5 60 m
DtPTM
0 02
to
050
soil rvp£
Remait
Top soil
Z’FSCR’PTlON L.otrnx CT<^;^lRn< > Stnjctixe moature gr»-n «i;e pteMiofy oJrv 0<e!erw^» gnr^ shape crrrpasrtey any
Black rooty most
0 50
Clayey Gravel
Rcd-P«nli. Semi- comoacted massive
GS
3  3,00
1o
Moderately
most itt’e clay, low med to course
5 60
*«Mtbe*ed .
sands w<h abundart angular quartz
and □dhaxlase cobles In situ
5,60
Bed Rock (?)
PosvWy
Quartz 
«eldspar
vtnn 
tied 
rm
*
(?)
Depth from 5.10 m to 5 60 Is reac’VHl
by hand auger. Hand auger could
not be driven below 5.60 m
1
•S^MPllNGM^fHQD
5- Th»n mv»*i tube
»-Stx»ve<
m- Carved b*ock
•$HrpPlNG_CC‘NTA^tR
O-Tubc
P-Tin
OGIass iar
R doth beg
S-p^sbcbaq
T-Metal can
U-Aooden txr<
Z dUGMrtafl
0. - Untonjoincxl
with pocket peiwrtitMnentRf
nsperfor
_
L ogged        Bemane M
Approved
’6.12 2005MyrlrnoowBr Rrnjecln- B* 1 and BA 2
»TKii-m 4 - Anno, ft
Prt-P«a**i»h Slud’ll
Aji re i B 3 - i b
[NORPLAN-NQRCONSULT. aquaitch_______ _]
TEST PIT REPORT
pr Nci HA*-C3 5tined _! ______ 1
JOB
Inffiafliwa
SHEET _B.______ »           11------------
’’HOJTl I
'^L S tl-
location^unr n w- w:                                                E,8V3"Dn
rM *m™wo
PIT DIMENSION
_____ <v**'-------------- 5 ?S-T
SLWACE AROLNO *1 ’ 5*Xv ^ymiSCLgarrj
'[j*‘SC-P“•<■■"'•■ Sin^ije, ITW^*
Gc**Jf       o^ifinncy.'Dfrr** ***■ p^otra^ '-**
□AMPLE
r
tiiliwncy. grmr
o-rioAfliwi onqln
BLirk rnrylv. moiM
Grawi      5*nd
p nl<. fnawe and Is
m moist
Ur^efjlah
massive. Mito £»>
sor^e med gr*n«l
B«3 HOC* (?)
a jnd wi?h bulk of court* angular quarry and teld&par grains, cot^v Io
graved sand
Possibv gronitln bod rock
Oe^fh from 5.^0 m to 5 90 ’■ r*<* hixj by hand auger Hand suge* cmiM not |>r- driven below 5 90 m
”*VWM£-*C
B-Thin wuM Subs
“r SfeMnl
H-CarrtHi f*Mx>
'SMiPP^ .          .-.’AINE-5
n-Tye*
P-Te
^->uias3 jur
5-pinshc bag
E MdW can
U-Mtenoitesii tM^r
4
aonpMA# U»*r«g|h in i-^'zn-  >TMMiirvd mth pockfil pfl?HBlrarnerf«'
H ctailfi bag
Z^iisEvded
ll*9M*-hp
*XrT/^r1
LoOJe^ Bnrhare "J
*!
1F 12Baio
Pipette. BA 1 a<x3 Sa 2
pre-Feas^r Study
Annei 8 3*11
Volume 4 - A"n<> a
|NORPLAN-NORCONSUL7- aquatfch                         TEST PIT REPORT
p T No BA«.£4
1M               Flrvstwd t_we
.oe
5*<FT
|r »*y»ta8!!QL
9C* _21
CLIENT                  >)1 Waler Rewy W
__
PRO    JI    Cl    Bye    "MJrooowQi    Protw.1    S~E    Bmo
I    DlyerWOnJteJ  y<C&
>t
LOCATION (UTV> S aavsoo F  59 44 . Ecvabon AJIfl m
T
nc*
prr dimension Leiyn______________ Wnnh_______ Dw*p 1 iQm
SURF ACE AROUND PIT .'allay marshr yti. firm relation
—
D€SCRIP’'DN >•            . consistency OeoMy Structure, mn%tu»e grar vz» plasticity, odo* latency. grain s*\*p* cryposibcH. ongin
SAVPlf
DEPTH
soil rvpf
Typ»’
*
S>t* 1 Ocr
Remyti
*4
m
0 00      Top sol
to
080
0 BoH Sand completely to        weathered
1.10
Black rooty, waler soaked
1 10      Bed Rock
Brilliant white, lose. inassn«. wet, fine to med grained, angular ouaru and feldspar grains In situ sand
WNto, quartz feldspars granite rock
GS
• 3 1.00 Ground waler table is almost
exposed
10
•SAMPLING MgjHQD
•SKIPPING Container
n it
5-TNn yr31 nitic
f»-Shervt»l
H- Carvod Hoc*
OTute
P-Tn
a-Guwpt
S-pUSllr tag
T MHalcar
U Wooden tn a
Q, - lMco»red uyrpr«ssr«« vtimgih ■" m»avx«j
W-P- IXKABI ;«'«trryT<c«r'
i^pecior___________
Logged M
R-oatf> tag ZOWUHO*.
Appro^t _
’6 12 2005Btwri Rrn|McVB. HA ■ irsj IDA J
Vetuff^ni ApneiiH
Prt-pMMfcMV S5,tdy Aivm.B? 1?
|NOR PLAN-NOR CONS ULF- AQUATECH
TEST PIT REPORT
Pl r Nr> BA1-C3
W , _ FraT^fl 2AUQQM
JOB PrriatjrfbWy In iiiu^
SKfT W__________ □P_2'_________
CL   ENT   Mr»W,   gT   JCF
prcjELi
^qteqi— site-----------
--------------------------------
LOCATinw IUTWI h ft? 1.M0                    £759-550 E***
bon ijCO w tai fMXQ«*niM» rol rn—ufd?
PIT MENSKMi                          _______Wdth 
L*c*> JJQ
Surface aroi^o pn najtx- rx>
$*MP. I
SCrt TYPE Oa> Rffludujil soil
DESCRIPTION DjIuui. LCWMial-roi'CSiriVty SlriaSiirit mninlurB. grain sub pi«Mllcriya odor dllntoKy. (yarn via,-w ixrrpcarfc-n i-nan
Typs'
No
5*rt
tag  fn
Depti from 5 ’0 m up-jg 5 S# nm ts reached t>y hand auger Hand augrHF crxjld not be dri^nn twMnw 5.60 mel^i dcp1h and the nwlrjtial 'Kfi^erM from ^he atuger rs n redcfcsh.p»nk
! l urses sod. Trw «wuor ha$ CfUShoa the sample and ii n ififficull to d85*lly
’5AMHL 03 M^TdQQ
‘SNPP INUCtJN TA'N
ER
Br-TNta' wail tuba
P-Twm
j-jLbmLh !->q
G SfWfll
p Tm
'’«**■ C*ii
M- Cw»«| iL-ao
Q Giau pr
Jftocoan bnn
R.-Ctari b*g
Z AWirilAfll
Aapfuv
«g
L ‘■7?ed ttnrhjn* M
56 1? 2«H.B»c Hydropcmwr P'qacts BA 1 and BA 2
Volumn 4 Anne« F
PT».F>aiibihfy 5ludy Anns* Bl - 11
NORPt AN-NORCONSULT- AQUATECH
test pit report
F.ninhM 25»W»M
GHENT Mrs-*, j< wjier Rsiami.es
PROJECT Be p Hrirooowef Protect SITE Ban>1
r
Dar^i PrqfMg DO
LOCATION      |      UTM      >      NttVMO      (LZ5WQ__      Elewwtw      1520      appro*^"      nourM1 PrO*MFNSION Leng*__________  Width _ Depth 6.23 T
5UHf ACE AROUND PIT Hit tyc TVG*1 ^eoetlliqri
' DEPTH
Sandy day
Residual Soil
Bud Roc* (?)
DE SC mp'OS Colour consistenryOensrfy S»uc1un> mcnM* yarn sjzb cilmbafy, odw dilaieocy y**’ thape tonpmiUon, origin
Red, very compaded. mas we moisl. few med grained sand m bulk of day In
sdu day so>i
PiobaNc bed rock of granite gneisse
SAMPLE
No ' Sue
Depth bom 6 25 m s reamed by hand auger Hand auger could not be driven deeper
•SAMPLING MF_ rHOC B-TKr waG tvOe
*SHiPP*Nl> CONTAINER
G-ShovW
0 Type
P Tin
Spiasrc Mq
TMMACln
H Carved Hioci
C-Guim >»r
J-Wrtoder 8ni
R-don> Mg                     ZdmrjrxWd
nspecftx
ApCrcvrM
Legged Brmjme m
111 12 2X5Pr» FejoXrtttv 5-r-j'h
/l/rai E< J 14
hrwrj Hydrnpawtf EL* ■ HA 2
'.'r^j’-rfi 4 Aww B
norplan-norconsult- aquatech
TEST PIT REPORT
pir No BAI SJfflfflLJSdL---------------------- Fimiwtd J£72i25 ine Fajwvfeiiikjr^^lKm
SHEET ____ ?2____  OF 71 ---------------
PROJECT Cm.) F^drgpugg PTCtF-1___  SrrE Bifft 1 .IfritfWn PJffl.
lfTCAiif^ .TTmi qTMO
£752X10 _f*vuDOP
<w-
WTDIMENS’ON ' bh£Ti __________Wdlfl______ D*Plh JLtl'Jn
SURFACE ARd IND P<T _~4 icy. Wl.K ■■cQelJtKn
DEPTH               5CM rrf)£
0 00
IO
5.00
Sandy day
Residual sod
12
3
ioc
5 50      Grave       Moderately
OESCRIFT II !N DWV. mrarterw-yrDsriBily SlrucJurw raiUe <jra*i wrv pUiUdry. MiG*
.lllHlency. grain t-*raqw ijr.rnpciaHKHn. origlh
Red. varycompaeled. iteky. mastivo. mnrtl &r® v*l wTii too* ired gmirKHT angular ssrd qrar^s
Red-p<* wm, cun*pacted, massme, moral. rti)e day and bu* of COutmi grained angu !ajf thJ^irtz ‘-|rtr* telds&ar iJ^awrHS .-rtb&GlIli
Gr^nqic tied nadk (?)
SAN
PIE
Tyv'
Np
!w*
*0
Depth
m
Ok
R*malh
GS
OS
13
3
6.W
6 15
wenlhenwl
675        BodRoCk P)
DefMh from G.COm to 6 15 m is duq b*y banal auger. Auger could nan be driven deeper.
i
J
B-Th|n •*» h.&ft
S5h9**
H- CaiMKl 0lc«_b
■ n fl pwzt z r_______
Logged Hamar® W
O-Tube
P-Tw
Q
R-ctir.
□_ UnoDiyHi**^ SOrtpAaBn* sbvnglh Hl Lpteffi* -r-Bsasiirso win »i.» senaireinur-sv'
S4»k twg
L WiXMleft <«-!»
Z-disufdeJ
Ap|irweii
1& '7 20C<B»»O Hydropower Prop* BA t and BA 7
Vnlirne 4 - A*v»e« B
FShFttteAtr s*xiy
AnnexB 3•15
|NORPLANNORCONSULT-AQUATECH I TEST PIT REPORT
P'T No ba:- D3             Started Ctf 2 t t*uahedOri 199Q JOB      PreteaX^     ximWMfton
SHEET 13 _Of 21
Cl'EWT M.r^y p» Wf Ur^-Mxcei
PROXC- -JgoHydfm^rPnMct
LOCATION (LfTV) EN
PH DIMENSION length _ 1_5C
SURFACE AROUND PIT Wort lend
STt Bro i Dam gilt.Pipite DC.left Imt*
Elovalion
Afitflh      < QQirO          Perth 4 ?Q nd
DEPTH
son type
000 Top soil
10
0 20
DESCRIPTION Cnaour ccywtoncy'Ll'Pnsity
stnx^ze noshir* gran piasboly odor
{Malervy grain sAape, < otnpo&txy origin
Dark day with grass roots
SAVPlE
No Sae Oeplh
i>g) (mb j
020
to
3.60
Silty srxj
Light to brown, moist sand material
mostly quarv
3.60 Granite
to
4 70
Light in color, highly weatherrxj quartz
granite
□round wNP tetae af 4 Til
• SAMPLING METHOD
B-Thin wall tube
G-Shnw'
H- QarvwJ BJpc*
LI 11 I J—______ I
‘Shipping container
O-Tube
P-Tifl
0. - UH0DNO.HW cocrrTO^e Urength „ k^cn/ -ne ^
aw
-Mh p<r*e[
S-pU»**»cbeg
T-MeCal can
<><»••« pr                   U-Wooden betIMm HjflSrpw^ Projects P.A ' arwr 0A J
V alums- 4 - a*«e H
P'o I
SlUtfr
Anr*. H3 - IB
[norplan-norconsul T -AQUATECH
|
res? PIT REPORT
PiTNn BAf-lM SlnrtE'J 0fit 7T t «n*h»d Oti 11 JJfl??
Ji iFI pi-qra-pytuifa .rwnaHOiMa;! i
5HFFT I4 OF 21
«KJJEC" Byp
r
f-oeri
5HB B»ia 1 Dam &4tt. Prpf*f J£LJ«
»OCATtfW* Jintfl E____________________ N. __________________ ElnwUnn
PH OIMENiKA
p SO mil. *Mr- Ck"P«M 4 M ruts.
SURFACE ARCVNO PIT Wood lard
“----------
TZFSGHIPf irWM' tlriour, ajm>s1eflCviC*p*^
:4PTH 0.00
Io
5CHL”VPE
s.ir'.ii'ii irf» owiiliJr*, qrnln ciyn- pJorctkify, odo1
TrfW
dllatere-j . lyamtfw*. flampmAan ongin
TOO SOil
Dart darv grass roois.
030
0.30 S4tv day
Io
4 30
Reddish brrwn, s*J|y clay wdh mica,
Residua*) clay
‘SAUgUNG METrKJD B ■ iTln WIN liJbe
G-Shv*W
H- »rw< Btot*
■5HPO^3 C<4CA;WEWS-5ia-»s>r hag
- JnconlmnM rcmcrainiM^ sSraFigfr i-n kg'err? mWBiZ-ri
Rrtl'< poDAaf ;x*~eln:.Tim-A-r
P Tin
<4 III*
fi L1114*1 bBQ
7JMW u-
IJ-r^VcK«J«*i DC «■
i i-5pat In r ____  ________
Lr^grtiy *y»*YW______________________
ft&pavnd_____
C*b Oet^OB
IF i?70«Han, Hytjropowt* PhmjcIi RA ' EA 2
4 - Anno* R
p^ew^My Stfy
Anna* B ? 17
INORPLAN-NQRCONSULT-AQUATECH
TEST PIT REPORT
PR No BAI f1 SUrtedOctSO Fntsbad Oct
JOB Pr«<w><i!!!k_!nmtlatHJ£L
SHEET 15 OF U
CL It N1 Ministry ✓/J|<f RftSOuttBt,
PROJECT: Ban* Hirirwer Proiad
ST£ Bare 1 Oam »te Gallic F f . let
I OCATlON (UTMi E_ ____________________ N ___________________  Elkton Pl’ DIMENSION Leng* ISO «nt&.___________  *VtJT 1 X>-nts Dwpth 1 00 nits SURFACE AROUND Pl’ ftgQgjfnd
DESCRIPTION Colour Cjorwtlancy.’Dftriiity
SAMPLE
DEPTH SOIL TYPE
000 San<j
to
0 80
0 B0      Grante
to
ilruclure, rnrwture we olasthTty odor <3*>lency gram shape .tT-po&eon nrpn
'Sand material, with abundant quartz
Type’ ’n5---S-ize-
Depth
Q.
|*nl&)
l«g^t coarse grained, fresh granite
The pit was Tilled wilh water
fl-TKo lube
tS-Shcivr*
H Larval Bw
’SHjPP^G CONTa.ner OTmCw
P -Tn 
1 J-GUst ar
R -cJoth
a. - Unw^-RK
S-plawic
T Metal
u Woooei to!
Z-d*caro*3
poo»r penetniifierilBf
inspecVx ____ ______
lagged by Yehere
Approved ___________
Dm* Qd »B
U 12200*Barr> H^ropo^ pf0RCt1l aA ! nnrT 0A 2
Vn,'^"< A/™lH
pTB.-Feaw-My Shrft
Annc« B3 -
[norplan-norconsult-aquatech t                                    TEST PIT REPORT
F" No
Started Ucl W pushed Cd JI, 199ft
JOS FtW—irilft irr ■tfiihrm SHcrr ’u of ji
PROJECT- Sarp Hudropeaw Rri^ti
uOCATIONi'UTVi E__________
P IT DIMFKSIcjh
I 5C -ria
SiTE Bara -            Mr gsMt r r. 1*1
•M_________________ Bswafcon
"W 1 h<] -13. D-sixr i&Grnto
SURFACE AAtXMD PH Apod land
DL-Mhr               SOU TYPE
Top acmI
hr SCRIPTION Criotir. cnnwlWH^iU^rerfy sinurhjrp «nms|ize. gram B&O (HMll£HyL ndor d£ilfcri;y ijryi ifiape □jrpcaAan, gng*ii
Drafe clay *-rh p*ass mots.
!>*WP’.F
Tyw’
No
—
CwJ«
Pm*
XZ5LL
««Tnarj(
.
Silty cUy
Brown, mens! «lt
y clay
Silty land
Legh!  io brown.
itwxsi  s-diy sancS wiin
lois
Of quartz
'SAMPLE
MET-GO
B-Thiri
!|LE®
Oiute
UncriHiurwd ftwrem«5iMf. iirangr* kgW rnvawM
S Sisie hag
PTirt
with pkw p^rtramanMf
H- Cwrt iMqck
•-■poctor
T Urtatun
"’"-W- HJ*]
--Wcmdafl t^g
Afiprnwii3_
Dm. QtLJBHydropower PrcMjqfc RA * »•«] BA 2
VOJHW4 Anne» B
Prt*- F RUkibilily Stbdy Anr*i B J 19
|NORPLAN-NORCONSUl 1 AQUATECH
TEST PIT REPORT
PIT
No
BA1-G1
Started
CW
2?
roved
Otf
3\
’jffi
job .P
ryiet
K^! r-ntag
y.
SKE’ II__________Of 11
CL IE NT M.rtyry ijl W#1e< ge5QUitpg
PROJECT By»i Hy^ipppw» Promt _
SITE B»c * Dy trill. P<oNe GG. t»2*_
LOCATION lUTMl F  _____________________ N_ _________________  EHwIinn
D fT DIMENSION La noth          1 80 mi> Wldt^ SIM»ACE AROUNOPIT Vtaod land
1 00to D«olh 420
DEPTH SOU rypp
000        Top sod
to
030
Silty ciay
DLSro^CN Colour comtsiencyfOanMy ~T structure •’■mature. gram vre pastidty. olor Ty©a‘Typ.' dilalaiu y yarn sha{x» Ltmpcstftnn, origin              ____ Brown day with grass roots.
SAMPLE
No
SffB
(kg(
I'WT1
nd
weathered granite
Roddish txnwn clay with silt, Restdual
day
Light cokx completely weathered
granite
B *>»n wafl tube
G Snovor
H- Curved Btotfc
•shipping, CONTAINER
O-Tube
P Tin
Q-Gtat$jar
R<iothb*j
'nsprcHx_________
Lodged by _r<hm ____________ __
S-ousbe bog
’-Mmiai an
L* Wooden boa
7-xi!kcarded
*;c»cvrd______________
Date
16 U 2005Bjia MvfkESJiww P= A i and 1'
PiW •■k'EMilj ShMfjr Arif^w 3 3 2D
[NORPLAN-NORCONSULT-AQUATECH
TEST P
IT REPOR
T
P?T
No    BA1-G2
Stodcfl
Da
JT
Hrv^d
Oa.3iJ.99e
job ._
5 ^4»e^s*tif *
,
-
sket i
e cy 2i
CLfnr M-n.atn at WiHf PROJECT &JH1 M^QCQWtir LOCATION | ifTM) £
PTO'MENWN L*nfl*n __J4LZ*i SURFACE ARQUNO^ *2W.!i«.
1ITF too 1 DwnwM*. Pn^GG. N _____ ____________ ERMIU041 Wdih I QQ'Ha □«** P.31cnia
pjf SL’:ftlPTHJM i:*ilra.jr.i iw-wUfrrrTMiflilly
C4PTH
TWE
IsFuOi/e rricniur*. Qrftitl ,tjra jMTiTQ. grw: tfWpB. aMBpMlUyn. i
Brown clay with grass root*
cdar
SAMPLE
I £.«
'L>flh1. bancted fresh* gneiss-
■5AMPLM1MEIMUB
frlhri sNI fcitrti
G-S'avfll
*- Carved
-SHIPPING CC>TA.I*i£R
OTuiw
PlT*i
fr-Caasa is?
M cliWi twj
S-ptasUe bag T-MeiaJ na>-
Lt faBMn b31
Ztfinrstr'jfri]
0 M L^iton|nrwd n^nreM/^ wtrengtfi in kacn- -?wjsired aMh uL>"?.et iHritHirarnerMr
LO(]g«rtb¥ Jiriqifl.
Wile .QbL®
U 12 MittBart HydroqcmProjects SA 1 and SA 2
.'<Ajfna 4 *.v<i H
P-e-FeasIhilily Studi
Anne* B 3 2’
NORPLAN-NORCONSUI T AQUATECH
TEST PIT REPORT
pii no bai ji swifrC-^-------------------------- Zfe'J&SM
JOB, nrr*MMfr*<)Ll2g»$SlfcfiQ
SKE’ 19 OF 2*
CHEN 1 M.-rstry o' Wgjjc ^e&PUEtK
PROJECT Syo Hioww Proied SITE Bru 1 L^oviy Dam. ProHf J J
LOCATION iLTM) NB9*.MQ L 't<MQ Elevabon «510masl (approcm** -x* meas .^
pit dimension
______ wmp________ op-h aaxr-
SURFACE AROUND Pf* iat land. i»a»e •ejjabon co*tr
DEPTH m
SOIL TYPE
DEST-RtPT-CN. loloir. nr^WmcyfDeraily
Slrvcfye Tosture, gra^ szt plasticity, odnr drtalrnrv grain shape ccmposihnn ong<i
SAMPLE
Type*   No
CL
Oe-’kr-*
<9
Dfptn
m
000
Io
300
Clay ResHtoa’ sou
Red. extremely comp3ded, massive, slightly most, fine sol with little rnrxl groined sands. Few course angular
grains of quartz
Red. very crxnpacled. mossrve, dry Bulk clay malenal with tot of course, angular, quartz and feldspar grains.
Probably   bed   rock   o!   granitic
composition
GS
14
3
2.50
300
to
3 90
Grnv<H   day   severty weathered
Bed Rock (?)
GS
15
15
3.00
390 to
FOR CONSTRUCTION MATERIAL
The pit was extremely difficult to d»g
by hand due lo highly compacted
day. Hand auger was used to deeper
from 3 20 up*to 3.70 wrth great
difficult There was poor rnnlenal
recovery from the
auger which is more courser soil than
sampie No 15 above.
grwn^a.Tiv ..rw
BThin wall lnoe
G-Shawl
h Carwd Rir»->
1
’SHIPPING      CONTA.nER
o-’-jbe
P Tm
l> Glass pr
S
T Mew can
u Vlww hoi
Q. - UncorytMied o^pr^5lve slr>ngr, „ ^lQn.
*ith poor p^wtromenuw
R-<*r»th b»9                Z-clisorted‘*f?hpnwW Prn,*-n BA 1 Md RA 7
< Ann*. R
Rifrf*«febli|y Srutfi
A.-ir*» ft 3 JJ
[NORPLAN NORCONSULT- AOUATECH
TEST PIT REPORT
SHEET ?□_ OF 71
___
CLIENT M.-jiairif ul
PROJECT BaraHMaraptiwwteflwct
. site Oarp-IDwnntari Dam,Prnfag jj
UXXTiQN (UTM) Nt^T W
L/WM Llr^lion 1515J* »i iflppmMo^ie. not tomlc**
Pit DIMENSION l^T_____________ Wirth______  2*p* JJln
SURFACE AHOLWC PT Stop*, ^Otelltr crw*
□ESCRIFTON CcfcW. cnn '■*•-• • r Dvnarfy
DEP’h (hi)
I SCfL TYPE
Sfrurii-rw r-K^u^. grain Pit pfawciftr MWor ■gn«»r M’.jct! eXJfflpcMiCA nrgn
SAMPLE
5ur
kg
Depth
‘T*
DOC      r.'ny Residua* sorf 'Red. tertremwly compacted. maMtae,
GS           tG        3 ?.50f
lo
3.00
shgtely motet. fine toll with little med
grained sa/ids Few cmrst angular
grams af Quartz
i.OT
to
OaveS-Clay w**riply
Rnd, t/B*V CG*npSGiMi. txtssivu dry,
GS
17
fine lMy ii»l with fate r?.t course,, jnguijf
3 75
i;ua tz and irrictepar grains.
r
Bed Rock (?)
^rcteatJy bed ruck of granitic
composition
AREA G is selected far crmslnuetion
■ridiwlal. The pd was rather dtfficutt lo lt-ij due to nigniy cornpacled nanj ctey Hand auger wm used lo deeper the prt from 3.50 Id 3 75 meters.
lAiKjt- «iu*d not be dnyen deeper [poor sample recovery *rom
auger shows courser materia* at 3.75
rn depth
■^AMP^.^ METMC-i?
B- Tim «al luOtk
S-SnsMii
H- 3*r?ad BIdtA
’STEPPING LON t AIMER
Q - LMro^tirwa
O-TlXiw
P-Tn
□-GMM |m
R'delh ba|j
u
tiinngih in k^trr' *riHBL.irml
5-plptftc IMQ
T Motel can
U-'iVDod»r Poe
Z-dlKSRSed
wilft pockoi jjr-wrwf^Errthr
InsiMKIur
L^1 Se+HItM
_
16 17 Tfn;I
pre F e»R'b,, ty SluOy Annex Bl - 23
Ham Hydropowo* PrOjCds HA 1 and BA 2
Volume 4 - Annex R
(NORPLAN-NORCONSULT- AQUATECH
3
TEST PIT REPORT
PiT MO BAL/L SU^----------------------------------F—
JOB P^d«*a&ibllitY nwyiSlWf^
SHEET _
21_
& -21
CLIENT Mruslry u< Waler HesQy'^i
PROJECT jBarp Hvdfouowy Protect SITE _Bar«._LDdT_
LOCATION (UTM) N B9VB20 E 76Q.6OU Elevator* _
lappruxlmal* rot-ne
B&ur*dl
P1T DIMENSION Longtr_________________ Wdth ___________ Dec* 3^2
SLREACt AROUND *|T Hit too. Mlle veoiUto cover
Df SCRIPT ION Colour consislency.D«ns4y
Remark
DEPTH
Structure, motslu»e. gram sizn, plasticity, odor
rHatency, grain ships composition arign
Clay        severely               Red. very compacted and indurated
weathered soil                     massive, dry fine soil with minor med
grained sand grams Some course angular grams of quartz and feldspars
Gravel clay severty Red, very compacted massrve dry. fine
weathered
Bed Rock (?)
clay with considerable course angular quartz and feldspar grams
Probably bed rock ol granitic
ccnpos'tmn
Pit was for checking construction Material, it was very difficult to dig and to excavated Hard auqer was used to deepen the pit Hom 3 SO m depth The auger faded to go deepen than 3 5C m poor sample recorery from the auger shows courser
material  than  sample  19
above
B-Thn wall tube
G Shovel
H Carved Block
O-Tubc
P-T.n
Q-Giast pr
R-doth bag
5 ,,Wh ,n to,cm:
inspector
Logged ny .bcrtiaiULM.
S-plastf bag
T -Mela1 can
U Wooden box
2 discarded
Approved__________
Date_______
U. unoc^o.^
* rh pooet p«melromtnie*
H 12 2OC508f0
Vnlunw 4 • a.
Proven BA * M 2
1w
»P
Otv-PeMCNirr ShiOy Anrei fl 3 24
(NORPLAN-NQRCONSULT- aqua tech                   TEST PIT REPORT
PtTNo f>\CA’ Started 2*7
JOB Ptt<—»b»k» ^TSPoafrx
s»cn___ j____ c# i!_______
25 ‘O^B
Cl €NT w^rror nriy wrog
PROJEC’ Beu Hr>7P€My Pnwj SITE Ban>2 Ovy»y Per. Pruffe AA LOCATION |JTM! S 896.200 L y <6-230 Eeotcn 'JXl^n •cpraMimala net 'hmm* Pl r DIMf NSiON L e^th________ NI<W» _____ nepffi 6 A *•
I
■
OtPTM
w
DESCRF’   •«   Colom.   arwunnt   yOpnutv   i 5O»l TYPE            StnjCSure rwh/e. gr»r             pUillaty. odor ,
dlaleno yen shape Mr^MHillon, ongm
SAMPLE
0.00
to
0 30
0 30
10
400
4 00
Io
6 40
“6 40 “
to
'opSrW                           Brown-morSt
Clay Residual Sod        Red,    compacted    massive    most    fire soil w<r minor med grained sard grains
Clayey sand                  WMe>pmk, semi compacted, mawve ccmpletefy                     mod lo course sand grains aMh minor weathered                      day  Angular  gr<bns  of  Quart/  and  mica
ftaaes
Bed roc*                         Granite gniesse(7)
1
2.5
2    3      5.5l
Cepe horn 6 00 to 6.40 reached by hand juger Auger could not be driven deeper than 6.40 meter
■SAMPLING VETKQ
B-TNr OSncnwl
«utM
OTute
P-T|ft
S-pMubc bug I Met*. can
H Cwetf
J-Gm* w
U-Wooden tun
P doth ’*q
Z McaritadHam Myr|ropp*rtw Pro,c*tv BA 1 >r<j BA 7
VaMne 4 Annn* 6
p»w-F<janbthty Study Antwi fl 3 - 75
^NORPLAN-NORCONSULT- aquatech
test ph report
PIT No BAJ AiSMC£d_;V7_Hni5hcd:5J!12B
JOB Pre feasibility lr>*oli£MiQn
SHEET 2 (H.ll
GHENT Mmiun- vLW«£r Rcsouri^
PROJECT Bam H>drvpowrr Pruicct S1T1 Rruu-2 Oilersi«j*^ Dani. Profile AA LOCATION (UTMl N89RT25 E 746jnn_ Elevation 1 340 rr. aal (approvrrnaic not measured) PH DIMENSION Length______________ W idth _______  Depth 210 m
SURF ACE AROUND PI f Slypy.th'n v cue lotion coict
DESCRtPIlOS' Cc4nur. conuoefcv De»ur\
SAMPLt
5011 TYPI
Soil
Struciiur. mo-omr, main iuf. plawu»>. mlnr ililMPuy pun ihipr comp^^noa, <mg.iH Block, brown, num1
Sand-, gravel slightly
Atathrrrd
Rcd-browp iuescly compacted, massive motsi, very minor clay with hulk of course, angular quart? and feldspar grains. Some angular quaru and feldspar cohbek
(hanitic rock
•SAMPUNuML IJIOP
•SHIPPING CONI MNLR
Q. • 11 neon joined compressive strength in kgem’ measured
B Thin wall tube
O-Tubc
S-pIxvtic bag
with pocket pcnclfDmcntrr
G»Shovel
P rm
I-Metal can
H- C.tried Block
<>Glass jar
U-Wooden box
R cloth bag
Z-discaidcd
Inspector _________ _
Logged Kertamc M
ApprovedPrqetta: 9* 1 fU J
VoKitm 4 -            0
^ir-. B 3
1 NCRP LAN-NORC0NSUL T ■ AQUATECH
TEST PIT REPORT
PtT No
BALW SWisL^'7
Finrahcd 15/10^8
.1, >Fi f
rr'cj- t-ll'h b’‘.<rV'
£jt-r
SHEET
.-L.Of ZL
LI JEN I M inmry ul'Wmg
Kcwtfvo
PROJECT EkMu Hytlfopi
awer Ptowki
SHF Pam-? Pi»mw*i O»n.Profile F1Q
LOCATION    (UTM)    N
EffUCT1
E    746JOJ    EM*aM    JJUnLM-’
iJ^rrnTtmiic.
not    mcu^rd
i
PI J DIMI>M< >N I tnpth ____________ Width________ IJep'h HOT m SURFACE AROUND PIT In creA - some veaeuAkm
DtM fllFIlJlN Cnlnnf. unniinrscyi'Pcnsini
SKMft !
W*[ ?YFF
Top Suil
VjwtaiE. nimvlui*. pttwin *r«e.. plmhcity. mlvr JilwlriK>, gminihjpc. ■< *i|inuiiun, m
Fllnrlc, trinitr
PcbbS Sard
ie»rnei> wEBltieiEd
C ■ramie Ghii»k
Hlark^bf&wm Jo*e. mAtv*c.-*CL. maj w ixiurwc. jurj^ilar jure gjiLinn Few angirli? I'd imi anjuliir qu.UU and '‘rldspij
Arid (.iihhrfs Inursponr-d prbhfly
und
I Med rix’lf. browi*
SAMPLING METHOD                  •PinpprNQCmiAtSLR
B-Th.fi wull lube
GrSJKJ-tCl
H- LTwvcd1 BJacIk
OTutc
P-]iH
Q-GIlia i ar
R ttoth tkifl
S plastic hiig
1 M Etai can
U-W^Mjdcn bcii
Z-di&Ltfdvd
Apprawrd
Q,- t Tu-cininirtei1 Mimpremsr tfntngtti in i^cin1 irira^ured Wrth pnckci JH’nctrpH’iCnilef
I
I'lipcutlltl _
Lagged BctIi4Imj M
16 O ?j€Hi
Rato
VoIutwj -4 A*v-«« B
Prof txts BA 1 b<id BA 2
Dfr I
Study
Anre» R 3-2’
[norplan-nqrconsultTaquatech
TEST PIT REPORT
PIT No BA2:CljM«r1CQ_2 7_______________ Finished && K >R Pnefcasitilifc lnvcyi*M»&n
SHLIT _5___________ OF _jj
C LIE NT Mimnn of Wmg»_Rfsoun.ex
SITE BMfcl D,>tnwl Dun. Prude CC
- fiLM7J4i Fl°“'"r '’«">•*’ PIT DIMENSION length _____________ Width SURFACE ARUM 'ND Pit tjjjj top, Mime vegctMiuncover
Depth 1
nameBurrd)
UFPTH
(in)
or*'
VHL 1YPF Top SD«I
UkSCHIVTlON Colour, rrmuurtiLyllnttctv Strwtu-t m.ntiure ft bib tut, phntrnr, o4or
----- paw thape, Aornptninixi. cwi»m
Brown, mrnst
SAMPLL
Type-|
So
Sin
km
l*rpd>
m
0.
Remark
to
0 50
0.5(1
!O
1 lasey sand
Moderately
1 90 weathered
I Mil        tied Rm k
Io
Light brown, haHtlv compacicd massne. moist, link clay with major med to course grained, angular grains of quartz and
feldspars
Granite Gmcsse
GS
s
3
l,il
Ground   *aler   level   encountered   at   1   V meters below surface
i_________ |___________
•SAMPLING ML IWD
B-Thm wall tube
G-Shovel
H Caned Block
SfflPElMlLQN I AINLR
O- F ubc
Mn
Q-Glas\ rar
R cloth hag
S-plasiic bay
T Metal can
U-Wooden box
/ -discarded
Q. -1 rx.wij.Hned comptewve Wength ,n ku ------------------------------------ ~7 ’‘•*P«k«pcn«t,nwmr, nkBa"
J
Inspector
I ORged  Ker hare M
ApprovedPlauen RA ’ an) 3A 2
^<u-eMrf*fy Sv*,
Anna* B J 21
Inorplan-norconsult- aquatech
TEST PfT REPORT
pi r no stwud nn_ 
f™^hed;»>1
JOB prgfcasibititv InvrumtKW
SHEET 6_                     OF 2t
Ct IEN r Mmutry of Waler Resources
PROJFC1 Ham Itydnjfxnvr Protect SITE Balo-2 Divernon Dam. Profile CC
LOCATION l LTMy N S9S.25Q E 747JSO Elevatoon 1335 m tsl iappro*imate, nol measured) PIT DIMENSION I engih__________  W«dih________ Deeds? )0m
SIJRFACE ARC M Nt) PI I Slocv. thin vegetaiKW ^cred
♦
DFM RIPtlON Cotcnr, cuntitfcriev/Densi
SAMPLF
IMPTH
(m)
SOIL 1 YPI
Structure, moisture, gram ore, plasticity.
Remark
odc< di latency. gram shape composition,
origin
000 hl
tup soil
Bro**, reddish, moist
0w
0 30 ”iok" 'jvry sand lescreJyi
2 3(1 | *raijieicd
EkC Rack
Hnwy reddish. scrri crx-i parted, mussivr, motu. Utile clay maier-ai with abundant, med «•» cotase, angular i^umu aik! feldspar
grams and some cobbelt
Granie-Gnievsc
•SAMEL INGASLI IM)
H- Him wall rube
G-Shinci
It- Coned Block
^HIPPNGLDNIALNF.R
C> Tube
S plastic bag
ncnnjcmed compress, *r strcngiii in ktcr-* measured
with jacket penetrometer
P-1 A
I MctnJ cxn
Q-Glass jar
tl Wixxie-i bus
R-doth hog
Z disc arded
Inspector .
lopped BcrhancM
ApprovedB>u *VJrtjpa*er PrL1ec1» BA 1 and HA 2
VOurrw 4 - Aivw. B
p-e-pni»vtxity Study Anrw. fl 3 • 79
I
[norplan-nqrconsult-aquatech
TEST PIT REPORT
PIT Nc 0A2 C3 Started Od 25 nrwshedOct JOB
SHEH T_OF 21
CL-ENT
ate* Rotqmkxs
PROJE  .  T  Baifq   "Mfrnpowy  Protr.t LC-C AT,CJH .UTM- £_
P»T O:MtS-SI0N LerKJtTi                mil Surface aroundP.r "v^di^T
SOX TVPf
0.00       Top sol
to
1 00
1 00      Bas-ai
ID-
DESCRIPT 1 V c consiMrwry'DertWy
•inicture. morturft VBin we p^-^y
.                  ?in shape, mrtonvh.^ Reddish moist, rosidual clay
Type*
Nc I Sim
Dark, hn© g<a«ned ’r©sh basalt
'I
I
•Sample;
B-Thin was tube
Ci-5 ho**-
M- Car^ Rioo
^agPIMGCON-A^FR
O-Tute
P-T-n
O Glass
R <Joth hag
S-plau<
t Metal car iPWooder ton Z-diicacOmj
* L^Z'rnP'“,,‘’"’'nWhm‘9^—e.
*** pouUt penetiwnoNar
• ^specfor__________
LogqwJbyr _Tphe»
’6122009P-rwti HA 1 mx: 3A i
VoArw4 Anvifi
p-tb-FStudy
Annei fl J - JO
[norplan-norconsult-aquatech                       TEST PIT REPORT
PjTNo BA2-G4 Started .Nov 15 A.rv*h^Nv» V jyjfl
JOB gnriwbwtv ^resfol^
SKF* L- & i:
CLIENT M^irn Qi HemztCT
S’WOJEC’ Bifq -pgww Pr»Q
S-TE Bare 2 mr ^TO^e CC. left Qyih
LOCATION VTMt £ _______________________ N________ _____ ____ Etewton
P*T DIMENSION Length 1 50 >r&
SLNFACE AR(IUM) pi r frwdund
*<*>            V00                 Dtp* 1JW mA
DEPTH
---------------------------- ■ —
SO*l rvPE
DESCP’P’’'' *4 Cmnur, ccm^wry.TWntrfj tin<4ur» mcMriure gran  hzc piaatrafy odor ddatanej jra«'i tfiape connpoUon try
".AMPLE
Hr
000
ID
0 15
■J
T op»nd
Dirt day *‘lh grass roots.
-
0 15
to
S-r/dav
Rflddsn browr motel. s«rty clay, basalt boutoers aro resent
LuN-et>y jrjfsn .
_______
JAtM
IF 12 XMWp^Fei-^rv 5luO> Arce* B 3 -J1
P>ru tvifopu***’
»'alu’f*4 Ann®« 0
’ *',rt BA '*
|NORPLAN-NQR CONSUL T-AQUATECH_23
test pit REPORT
p.TNojMja.
job 3ew^‘^,®,x
S*CFT _2---------- OF 21
< < F rrsh*^ Ne’ 17 A9.9®
CHEN' mty»r» o*LWf|s£_RgivyS« PWOjtCT tMru H»rtlrODPWTL_ JJfcL_
rr
LOCATION (UTMJ E_----------------------------------
N
SITE P^n? 2 Dam PnAeXCJtBJ^
ri«*ab«i
Pl! DIMENSION I
5QjH!l__
1 OQ rnj>_                    2.0QJH-
SOLACE AKOVNO PH W2O?_«»<*J
DESCH’PTlON             rnkXK             cc^s’^Cv'D^N
SU»L TV PF
structure 'noflhr* qn»‘n hiz«
y WKrt
SAMP. £
Sira | Direr*
S»lty clay
dA»M»>cy. grarr shape conyowbry n»g<l____ Dark day with grass roots
Reddish silly clay with lew fragnrents of
basa/bc rocs
The presence □* basalt boulders prevented the P«t from proc eedmq down
■J^UeElNQ CONTAINER
D-Tue»
P-Tin
O Glass p>
R-cJoCh bag
S p*aslic bag
T-Metai can
U-Woooen bo<
/-discarded
#nsperfor
Logged br Yotoi
ual* r-<! 9c
1 ® U TOO'.Pre F«M*t»Mv S'ixiy 8 3 32
B»* : Hydrijprxfjr
r
[norplan-norconsult-aquatech
12
TEST PIT REPORT
4 Arnai 6
PIT No  3A2CS Surt^J Nov IS *mVw<INo
JOB
$*r W 0^ 2’
Cv€Nl unmin of W««r HeteaQM
«?OJEC’ Bro HMEQMggJ^aCL-
iocAncN(irv| e
^OlMfNSlON Lenqr
SURFACE ARC4JND *K£l22l
SiTE B^ro 2 Dan xta. pgRt CC. PflMfcP*
N_____           ,       ____ QmlOft
DEP’H
SOS TYPE
-
B^SC.RiPTCN Coour. □onwtencyiOene** wxjdurt -iceAire y»»" **« P^AcTy >3cr <jU4!«rc) yair srape, uyrprvlmn on^n
am I
iyp»*
So             Dep*^      Q.
000
lo
020
Top so*
□art day wilt*. ya« toots
020
to
120
Silty clay
Brown, most 5i#y day
120
Weathered grarilo
Light brown highly weathered grande
ID
125
I
v^r^MnNj.y
B-TNn hX*
G Sbo.R
H " lined Bl««
‘SAPPING CGN^AiNLR
Q  jnoxifo-wd 4x*rprww»« Wet^n m fcg.rr? niMMzec
u
0-TutM
P-Te
(XfeMiar
W <iolh tag
Spiawcbag
’ Mi»Un car
J Wonder.
L dsoirded
will' pockW p«n*|r>rerMw
IrepeOor _____ __ __________ _
Low*! b» HUM____________
Aoprr>-wd________ ___
Cm« gfi
16U;«JG5P» _F*»jr.ib‘>* y S*udy
o
r
Anne* B 3 - 33
U*ro  .-iMwer PrnjKSs 3A ’ arid  ft A /
VtJMiW 4 - A-v-«« ft
InORPLAN NORCONSULT-AQUATECH___ J              test pit report
r.nrvhrd Nov
PIT Na JAi-GT- SWrt* ’** 2-
JOB _PrjfB»mil!lvr2SUSHS22-
suff* *i QE
CLIENT  Mjn^ra 7*
PHOJEC1
Pfl2i#0—
LOCATION (U7V ( _ .------------------------------------- pitcimcnsiun          ie*^r>_        1             StTite-
SIX* ACE AROUNOPlT AQQdUTd
S’TF Pr-c 2 Dem Me. PrXe CC ngfl txr* N _ _________________ Elevate?’-
■                    J_WM Depr. 4 BO>ntSVrv-i •arfJiWy SaxJ»
A/rw. 6 3-34
r»m
^NOPRixePlsLRAaN1 -aNMORAR2CONSUL T-AQUA T ECH
|              TEST PIT REPORT
VAjw 4. Arviti p
PJT Na BA2 U Nov 75 FN?v 27 »J58
JOB _E£T*KK*fl_?vt8BiiMP
SMff OF _21
clem
PROJEC’ B<s ►Nd^ocwr P^MCt
S 'TE Rare 2 Dam Mr Profca CC.nflhLbt»
LOCATION UTV E________________________N_________ ____ FlnvfYxr
PIT DIMENSION ’.engr 1 5Cmfl_____ _ Wl«h  ‘ OC Deptn JJC_TSL
SbCCACE APOUNO PT *foog «nd
(~ —
'oEPTm
SAMPLE
son type
3E5CR COON LdDur. co-s^Rflfx.-v'Dr'My tln<Ve mo«hz» (X*H w« pMiBbcrtr odor Malency gr»n lAAp® wpcMoo   2*
T<*’
No
ar     1
SIM
Ai.
Dn*
1^1
<x
Rama*
^0.00
to
0 20
roo io*
Da* day win gras* roots
0 20
to
320
5<y clay                      Red  »n  colour  .moss  silly  day  Residual day.
320
Io
3 30
Urdlflerentiatecl roc*
1
1
1
1
mn
H- Q»rv»H N<:kx
p.,*
C-G*m |V
J-Woodon Doi
R doth t»*;                   14k*HM
Apprwed_________
Ur. Qvja
’* 12- -*"5pre fcBMMty Study
Ann«» B 3 - 35
Bara HrJrnpiwef Prtyetis- BA 1 a»-d nA 2
Volume 4 - A.nra»« p
NORPLAN-NORCONSULT AQUATECH_________ j           TEST PIT REPORT
pn n« b a:tl iuasd- -------------------------- F in,thfd U2JL?S-
JOB E{£!cAubii>r>JnvmuwlifiD
SHEET ll_ OF :t
Cl I ENT Miniv.*jy of WaterResCNHxj
PROJECT Barn Hydnjpuwc? Proxy t SHE Bro 2Diversion Dam. PrcfileDD
LOCATION (UTM)
F 747Juo ElevMXNi 1)10 mail (approaimutc not measured;
PIT DIMENSION f rngth_______________Width_________ Depth *.8U m
SURFACE AROUND PIT
DFFTlf
sou rvpr
DESCRIPTION CaAwr. ireiixltBu-, Lkrnutv Srnu  eurr, tnoiinre pnir «rc, ptal**v. ndiw dllatcnus , ^rain iJut* . aihpo MtiiMt on ggi
Black. mmst
Hen-wk
Gravel slightly
weathered
Brown-Yrlhiw. Icmc. fragile, massive, moisc hille med grained sands with bulk of vrrv course, angular pains nnd cohbeit of
quart? nnd feldspar
Granite Unicssr
I
•S AMni^-MTDioP
B- Dim wall tube
G-Shnvef
H Carved Block
•    SH1PPI    N^COXTAIN    LR
O-Fube
P-1 m
Q-Glass jar
R-rloih tug
Inspector
1 ”ft«cd Brrhanc M
S-pllSDC hog
T-Metal cun
IKWooden Nnx
/ -discarded
■Approved _
Q. - Ur**mjoined compressi
*»th pocket penctr mcnter
O
CnK,b k*W "*®ured
UjfirjS041.1 Mwmw Prc^e, BA * *r.tf 8* 2
Aroeie
P»»>rea»o«ly SMJ>
A.*rci 8.1 - ?e
NORPLANNORCONSULT- AQUATECH
TEST PIT REPORT
pit     Sc    BA2-FI    Suned    i-8
JOB    Prrfeaaibilrty    Invatiptiofl
SHEET |4 OF 21
CUENT \1'ni3(q of Waicr Rcwtrxc?
PROJECT Barn Ihdrupowr Protect SI IT Bmp-2 EhteproiLpyn^ fa»ril<±t
LUC  A  I  (OS  •  1  'TMI  N  89g.fr?<  1JILSOL^  Icvalion  b&?  IH  ML'  W™""*•  001    n»rosum!) PIT DIMENSION I rr*th____________ Width Depth 2_J0jD
Finished 5
SI RTACT AROUND PIT Stop, thick
two
M« RJPTIOS (** <o|iv.ir»;x '.Irawty Saw Mr nwtuure pin m», pta«K*». i*W ifcl^rw * pain »l>ap« -<n[MH>aoe t-xui
Rrown red, morel
• rsjrt
koi compacted.
motel.« ttMIV
GS
3     IA
date* vn| v»iih nu|« rr.ed la course grain*. I mgular qwMt7 »rd feldspar ipjinx with few
cdfceh aown*ards
i
_____________________
•SAMPLING-METHOD
I* thin wall rube
G-bhnxel
l(- Carxed Block
SHIPPING      CQNTAJNLR
Q. - Unccrjuitied v»<npres5ive strength in kg^m  rftearjreri
1
O lube
PI  in
Q-GLwx ar
S-plMliu Ki#
I •Metal can
U-Wncden box
Z discarded
Approved
wiib packet rciicironenieT
t
R .cloth bag
Impccw ______pfn FeaUm’T Sh>dy Anne ■ fl 3 * 57
Hydrap 
VcMiXna 4 ■ A>-.iex B
BA ’ •t«J EJA 2
[norplan nqrconsult- aquatfch
test pit REPORT
I ir i shed b-UjV?
ph
JOB
No ua>PI
Prefeaiibilrtv
Suncd-^1—
InvctiptiQn
SHFFT
21
CL IF S I M miury ul Waler Resources
PROJECT     Bon.     Ihdruouwcr     Proiecl     SITE     Unro-2.     Divrmvn     Dam     ^Prufile-PP LOCATION (UTM) N_____________ E_ __________  Flrvation <J_5Q.ni *’-J
PIT DIMENSION Length ___________ _ Width__________ Depth I 00 IP SLREACT AROUND Pl! _ Hill vlpp. |h n \eggU!xx> oo'er
SAMPtt
sr>n TY|»I
Top Soil
IMS' R1PT1ON ('clou*, MlWUemv l*emat> StnKttrtT. miiohlir. |tt*in  «i/r. pfeOHin. nisi dilaicncs, jirair. ihepc. ^fiinpc-tiricm, origin
Brown-black moist
Remark
Mica satkI severely
weathered
Red R<xx
Brown, Iom?  wcalls laminated. dr, slightly clay i lot of med io course grained, mg alar
quart/. mica gram*
SrhtM. quartz mica compcnitror
■' i . VI I in
B-Dun wall rubr
G-Shovel
H- Can cd Block
-L________________________
■SHlfprNfiXQS' LAINLK
O- Tube
P-Trn
OGIbm jar
R-ekvth hag
S-plawic bag
I Metal can
I Wooden bos
Z-discarded
Q^-llncnnjn nedcompr«%.vev
1
xcngxh nk
:
^*tthhppoicxkkccirtmpeenn_c_tm__m_e_n__ir_r ____ k*™ "caturtd
Inspector_____ ________
Logged Bcrhanc M
Approved"■**!•• 4 . An-^1 e
jNORPLAN-NORCONSU
LT- AQUATECH
TEST PIT REPORT
PIT Mo B^aPlSteWL-.*1____________ F.m 2JkW
Prai—fcitof in i t nilton
SHEET i$ OF_21__________________
CLIENT Mlnitlrv nf "flhlBr Rmchfcm,
PROJECT  Bjki   Mvd'ouj»i^  P>a*g  SJTE
Elwp-2  Diwerutx>  Dam.
Pitj&t
PF
DCAT l-jm I uIlMj N_____ _____ Elesati-w 12OQ m aa I aflcnjwWg ng( rt^aiedi
r
PT £*KkSiOM Longtti___________ W-ff ________ r JQ m SURFACE UW<O Pit Stow, ifhi wkwwwi usy
p~----------
CtPTH
r op Mil
DESrCRAPTlOfy CrtcHf, oan&He?icyrftei»<ty SiTucturn muislurn. Qrmn size, pfaslteily,
f>l«l«ncy, grain nhflpfl unfnpntjiiino Origin '&ac.« brown maaf
SarxJ   severely WBfllhcTKl
Black, tirawn. siirjhlly titxnpaGlisd. massive mijjist, little day wrtFi ut*jnriani
-*=-1 'jra'ivM-j anq-Jy gr^ps , uara
3
HOI cflhter dark m^prais Some mica js
pruseril
Schist of mica and quartz cfjrnpusiiKxi
H
2&£PPr*i^F                  »■:
OTuo*
P.r>
S JIIrMV bag
T-Mclnl can
Q “ L-Hx-ifoned rtrnp^B^-e sr«nqlf( in i-^ rrwavurftd
II
,|*i
H-clnm bag
U-WoftSan fcj
ii>fc.4riw
■TSpetfcr _ ll»W«
*M*i>Td____
V
J
»
'6,15 i Vibp^FeaStOi*** Slud* Annex B 3 - 39
Bare t*f4rupui*e*
Vo»-m« 4 Anfl*l B
BA • and A A 2
NORPLAN-NORCONSULT- AQUATECH
test pit report
PI1 No BA2-P) SWIcd J>1
job
SHEET J 7 OF 21
F milted 7W9«
Cl IENT Ministry of Water Revnurrcs
PROJECT Bain Ihdropovver Preyed SITF Baro-2. Divernon Dam. Prefix 1*1* LOCATION (UTM) N______________ _t______ Elevation 1250 m ml (apptuMimate not measured I PH DIMENSION Length.  Width Depth 145 m
SURF ACT AROl ND PIT Slop* erns land
Ofc Pit I
I mi
son rm
DF.Sc. M IP I ION Colour, vcHmstencyTknikty
'huriutc tBMIlurr crur iu»
»«kw
<J 00
to
0 2C
Tup Sod
ihlatroi*, ci.» Wupt. cCTnp».-Moc<v vu.'
Brown. moir
020
tn
1 45
Sand Moderately weathered
1 45
to
Bed Rock
Ashy  brown,  love,  massive,  dry.  fine  sandy gnuns ot quartz, angular cobbcls of quad/
Schi st of quartz and mica composition
•s&MPIFNv.mi- thod   L5ti!£L'l bill CONTAIN LB
B-Ehin v*ij] lube
G-Shovcl
H Carved Block
F3-T uhc
I* Tin
Q-Gliuv rar
R-cloth hag
S*pU$lic hag
T-Metal can
I ’-Wooden box
Z-dixtarded
Inspector
I ogged Bcrhane M
ApprovedSiudy
Anne* 0 3 -
Bjru  Hr>ccowt!f P attU HA ’ BA 2
Vokj’r* 4 . Anrwi 3
NORpL AN-NORCONSULt - AQUATECH
TEST PiT REPORT
PIT No HUifloL 6d- F,m'heU 23^8
/OR Prcf«5ih»l'’'
SHEET 11-OF
-
r
CLIENT
PIT DIMENSION Lwgth ---------------- U idth------------ *
Profile PP
r<
*—n
SURFACE AROl ND PI I J-liEinau3a*«SM!^
SAMPLE
T^-
So
nrrTH
'■!
5WL TYPE
GOO 1 op Soil
lu
030
DLM  WFTRZN  Cok>w  jrmiwr«r»  Demit» Smilin' wnhMf. <r«*l,rt piehcib. nAor
■huir^rr           **pt rn?n.hO5_2J,n
Black.tar look'HB T'"1'*
Sue
31-
0.30
Id
HO
Clay Retiduai toil
Red. >ery ermpactai niMwve. dry day
GS
I  2.00
12
3.90      Bed Rud
i
I___________________
•SAMIWG M1-11 tOP •SBIfPlMj CLW31**£R
Q, I loconjoincd comprawt strength rn k^cm' rncaaural
n-Thui umlltufce
O Tube
S puu< hag
4 i Shovel
P Tin
1 Mrul can
H Carded BUmI
Q-Glu« AT
LbU.toden boa
R-flOlh blj
Jnspcclor
Inatrd Butane M
Z-du^-ardcd
Approved
H U2XSStudy
Ar>r<j« B 9 41
Hydropower
Volume 4 Anr«i B
HA I anC BA 2
NORPLAN-NORCONSULT- AQUATECH
TEST PfT REPORT
PIT No BA2»GI Started ISS_________ Finished ^[195
JOB Pfcfeistbililv InvcMiamiun
SHEET 20 OF 2!
CLIENT Min’Sto
Knoursg?
rt
PROJECT Haro Hvdmcowef Proied SI IL
a.DnCPion PlH. rlttflfc vv
«
H    X    A    nON    (U    IMI    N    HQSJO*1      E    747.150    Llevation    UlOm    »l    ««PCW      ■  * PH DIMENSION Length ______________ Width_________ Depth _U>'m
SURFACl AROUND PI I Slops^cgctalior cycled
WSCRIPIKW < ••lour cfavunu Tknwy
fn  c      rncasuxcu'
MMI TYPE
( lay Residual toll
Sandy Grasel
severely weaihcrcd
SlfiM-tifft nw*4wf <rii- sue. plain, m. odor
Alatrnsy fTVn >hjpr i .'fflfrOMbo* iwigm Red. brown, highly compacted mauise moud. pure clay with minor med grained, I angular quart/ sands, lew cob be Is
downwards
Pink orange, lose massive, moist, scry counc. angului grains, cobbels of quartz
and feldspar.
< »ranitc Gniesve
P.i is dug For search cf construction
malrnal
Depth between 4 < m and 5 ■ done by
hand auger
•SAMP! ING METHOD             •SHIPPING CONTAINER
B Thin wall lube
G-Shusel
H- Cursed Block
O-Tube
S piastx bag
Q. - L'rxon.M-nned cunsprcssnc strength tn kgcnf measured
with pocket perictromenlcr
PTin
T-Metal can
OGlass jar
Lb Wooden N»s
R-cloth hag
/-discarded
I rwpcclor____________
' <^gged Bcrhinc M
Approved
15 12 2005
1111pj rtuHaa&itsrfjty Siwh AttW i 3 - *2
Bans Hfdiopoww Solees 9* ' N &* *
4 *.'*■*■■ 5
JNORPOnWR^NSUU- AQUATECH
TEST PIT REPORT
Pl      T      No      UAUQiSMlflL1      ML-t      'I''*"’ JOH Prefe*vNity
SHEET _11_ OF ,_H
H- lllnck
Q Grass jar
R-eluLli hijT
I rtipecwr        _■
l_u£k*d QsttelEJM
U  MbUoden  bo\ 7-C licMifcd
4tppm'k tvl

Summery

Document Structure

Project Components

Core Photographs

Baro 1 Dam Site (B1D)

Baro 1 Tunnel (B1T)

Baro 2 Dam Site (B2D)

Baro 2 Tunnel (B2T)

Genji Diversion (GJD/GJT)

Technical Details

Consulting Team