[Appendices] Appendix-1： Member List of the Study Team ················································································ A1- 1

Appendix-2： Study Schedule ··········································································································· A2- 1

Appendix-3： List of Parties Concerned······························································································· A3- 1

Appendix-4： Minutes of Discussions ······························································································ A4- 1

Appendix-5： References collected ·································································································· A5- 1

Appendix-6： Other Relevant Data ··································································································· A6- 1

Appendix-7： Technical Note on Hydrogeology ············································································· A7- 1

A1-1

Appendix-１ Member List of the Study Team

1-1. The First Field Survey

Name In charge of Belonging

Shigeyuki MATSUMOTO Team Leader

JICA, Grant Aid Management Department, First Project Management Div. Water and Sanitation Team

Ryoichi KAWASAKI Chief Consultant/ Groundwater Development Sanyu Consultants Inc.

Noriyasu KIMATA Facility Design/ Operation and Maintenance Sanyu Consultants Inc.

Masatoshi ARAI Equipment Plan/Procurement Sanyu Consultants Inc.

Izumi KATO Environmental Assessment/Water Quality Sanyu Consultants Inc.

1-2. The Second Field Survey

Name In charge of Belonging

Sigeru OTAKE Team Leader JICA, Syria Office Deputy Resident Representative

Shigeyuki MATSUMOTO Planning/Management

JICA, Grant Aid Management Department, First Project Management Div. Water and Sanitation Team

Ryoichi KAWASAKI Chief Consultant/ Groundwater Development Sanyu Consultants Inc.

Noriyasu KIMATA Facility Design/ Operation and Maintenance Sanyu Consultants Inc.

Izumi KATO Environmental Assessment/Water Quality Sanyu Consultants Inc.

A1-2

1-3. Draft Basic Design Study Report Explanation Mission

Kazuhide NAGASAWA Team Leader JICA, Syria Office Resident Representative

Shigeyuki MATSUMOTO Planning/Management

JICA, Grant Aid Management Department, First Project Management Div. Water and Sanitation Team

Ryoichi KAWASAKI Chief Consultant/ Groundwater Development Sanyu Consultants Inc.

Noriyasu KIMATA Facility Design/ Operation and Maintenance Sanyu Consultants Inc.

A2-1

Appendix-２ Study Schedule 2-1. The First Field Survey（2004）

Date Trip Stay Activity

March 15 (Mon.) Paris →

Dam.

Damascus Arrival at Damascus

March 16 (Tue.) Damascus Call on JICA, Embassy, SPC, MoHC, and DAWSSA

March 17(Wed.) Damascus Meeting with DAWSSA

March 18 (Thu.) Damascus Field Reconnaissance

March 19 (Fri.) Damascus Team Meeting

March 20 (Sat.) Damascus Field reconnaissance

March 21 (Sun.) Damascus Preparation on Sub-contract work

March 22 (Mon.) Damascus Discussion on M/D, call on MoE, MOI, and WRIC

March 23 (Tue.) Damascus Discussion on M/D

March 24 (Wed.) T.Leader

Leave Dam.

Damascus Signing on M/D, Report to JICA/Embassy、

Team Leader leaving Damascus.

March 25 (Thu) Equip/Proc.

Arrive Dam.

Damascus Data collection, Field inspection, Discussion with

DAWSSA, A team member arrived at Damascus.

March 26 (Fri.) ～

April 6 (Tue)

Damascus Data collection/review, Field survey/investigation,

Discussion with DAWSSA/other agencies, Study.

April 7（Wed.） ～

April 8 (Thu.)

Maadar and

Yaboos

Damascus The first Workshop (Maadar II and Yaboos sites, and

DAWSSA conference room)

April 9 （Fri.） ～

April 10 (Sat.)

Damascus Rearrangement of Workshop results, Arranging of

collected data/information.

April 11 (Sun.) Environ.

Left Dam.

Damascus Arranging of collected data/information. A team

member left Damascus.

April 12 （Mon） ～

April 14(Wed.)

Damascus Data collection/review, Field survey/investigation,

Discuss with DAWSSA/other agencies, Study.

April 15 (Thu.) Damascus Meeting with DAWSSA, Report to EOJ/JICA.

April 16 (Fri.) Left Dam. In Flight Left Damascus 07:35, April 16.

Dam.: Damascus

A2-2

2-2. The Second Field Survey（2004） Date Trip Stay Activity

Oct. 2 (Sat.) Design member

arrive at Dam.

Damascus A member arrived at Damascus.

Oct. 3 (Sun) Damascus Meeting with DAWSSA/JICA.

Oct. 4 (Mon.) Damascus Field inspection, Discuss with sub-contractor.

Oct. 5 (Tue.) Damascus Discussion with DAWSSA.

Oct. 6 (Wed.) Damascus Field reconnaissance

Oct. 7 (Thu.) Damascus Data collection, Signing on Sub-contract.

Oct. 8 (Fri.) Chief Consul. Left Japan.

Damascus Field instruction to sub-contractor.

Oct. 9 (Sat.) Chief Consul. Arrived at Dam.

Damascus Data arrangement.

Oct. 10 (Sun.) Damascus Meeting with DAWSSA/JICA, Field inspection.

Oct. 11 (Mon.) Damascus Discussion with DAWSSA, visit Remote Sensing

Center.

Oct. 12 (Tue.) Damascus Discussion with DAWSSA, Field Reconnaissance.

Oct. 13 (Wed.) Damascus Field reconnaissance, Data arrangement.

Oct. 14 (Thu.) Damascus Reconnaissance on Lebanon side.

Oct. 15 (Fri.) Damascus Data/information arrangement, Interim report.

Oct. 16 (Sat.) Planning arrived

at Damascus

Damascus Data/information arrangement, Meeting with

Planning/Management member.

Oct. 17 (Sun.) Damascus Team meeting, call on JICA/EOJ

Oct. 18 (Mon.) Damascus Field inspection, Discussion with DAWSSA on M/D.

Arrangement pf M/D draft.

Oct. 19 (Tue.) Damascus Discussion on M/D, Field Reconnaissance.

Oct. 20 (Wed.) Damascus Signing on M/D, Report to EOJ.

Oct. 21 (Thu.) Planning left

Damascus

Damascus Field reconnaissance, Discuss with DAWSSA. A

member left Damascus.

Oct. 22 (Fri.) Consultants left

Damascus

In Flight All other member left Damascus.

Note: Beside above, Environment member joined Project from Oct 31 to Nov.7.

A2-3

2-3. Draft Basic design Report Explanation Mission（2005） Date Trip Stay Activity

Jan. 15 (Sat.) Consultant arrive at Dam.

Damascus Consultant member arrived at Damascus. Preparation of study.

Jan. 16 (Sun) Planning mem. Arrive at Dam.

Damascus Call on JICA/EOJ/SPC/MoHC/DAWSSA. Submittal of Draft Report.

Jan. 17 (Sun) Damascus Explanation/discussion on draft report. Field inspection

Jan. 18 (Sun) Damascus Discussion on M/D, Field reconnaissance.

Jan. 19 (Sun) Damascus Signing on M/D, Report to EOJ, Field reconnaissance.

Jan. 20 (Sun) Planning mem. Left Dam.

Damascus A member left Dam. Field inspection on Yaboos.

Jan. 21 (Sun) Damascus Field inspection on transmission pipe line.

Jan. 22 (Sun) Damascus Field inspection on facility construction sites.

Jan. 23 (Sun) Damascus Discussion with DAWSSA.

Jan. 24 (Sun) Consultant left Damascus.

In flight Consultant left Damascus.

A3-1

Appendix-3 List of Parties Concerned in the Recipient Country

(1) State Planning Commission: SPC Mr. Bassam Al Sibai：Deputy Head of State Planning Commission Ms. Elham Morad：Coordinator

(2) Ministry of Housing and Construction: MoHC Dr. Nabil Al Ashraf：Deputy Minister

(3) Damascus City Water Supply and Sewerage Authority: DAWSSA Eng. Muwafak Khallouf：General Director Eng. Khaled Al Shalak：Deputy General Director, Director of Studies & Design Eng. Mai Al Safadi：Head of Water Resources section Eng. Nabel Abo Trab：Head of Study section Eng. Abed Al Naser Hamed：Deputy Head of Water Resources section Mr. Ahmed Hadaya：Environment section Eng. Hosam Eddin Al Huraiden：Director of Construction & Supervision Eng. Marwan Soman：Director of Production Eng. Bassam Asekria：Director of Distribution Eng. Hazem Safadi：Director of Planning & Statistics Eng. Nabeel Lwis：Head of Electric & Mechanical Department Eng. Dr. M. Chafic Safadi：Water Resources Consultant Mr. Kanzo SHIMADA: Senior Volunteer（Countermeasure on Leakage）

(4) General Directorate for Irrigation Barada and Awaji Basins, Ministry of Irrigation Dr. Jamil Fallouh：General Director Dr. Hassan Al Fayad：Deputy General Director Eng. Ahmad Abdullah：Head of WRIC Eng. Kassem Natouf：WRIC Sector Eng. Zaki Jamal Addin：Hydrogeology Section Eng. Jan Khiami：Hydrogeology Section Mr. Maroan Satah

(5) Water Resources Information Center, Ministry of Irrigation: WRIC Dr. Bachar J. Faiad: Director Mr. Kazuhisa ITO: JICA Expert (Chief Advisor) Mr. Takehiko SOMEYA: JICA Expert (Hydrology) Mr. Nobuo SUGIURA: JICA Coordinator Mr. Noriyuki MORI: JICA Expert (Chief Advisor)

(6) International Water Bureau, Ministry of Irrigation Dr. Eng. Abdel Aziz Al Masri：Technical Committee member of International Water

Bureau

A3-2

(7) General Commission for Scientific Agricultural Research, Ministry of Agriculture Mr. Ali M. Kaisi: Department Director, ANRR Mr. Awadi Arslan: Department Director, ANRR Mr. Akira KOTO: JICA Expert

(8) Embassy of Japan Mr. Mituru MURASE: Counselor

Mr. Takeshi OKUDA: Second Secretary (Economic Cooperation)

(9) JICA, Syria Office Mr. Kazuhisa NAGASAWA: Resident Representative Mr. Shigeru OTAKE: Deputy Resident Representative Ms. Reiko FUNABA: Assistant Resident Representative Mr. Sakher Mrishih: Programme Officer, Water Resources & Agriculture Sectors Dr. Hafez Al Sadeq：Consultant

(10) University of Damascus Dr. Mohamad K. Kayyal, Faculty of Civil Engineering

A5-1

Appendix-5 References collected

(1) References related to EIA ① The Seven Water Basins of Syria: Environmental Action Plans World Bank/UNDP, April 1998 Environmental Resources Management (ERM), 8 Cavendish Square, London W1M 0ER ② General Environmental Impact Assessment Guideline including Draft EIA Decree Establishment of an Environmental Assessment (EIA) Unit World Bank, European Investment Bank, March 1995 DHV Consultants BV, Amersfoort, The Netherlands in association with Alfa Group, Damascus, Syrian Arab Republic ③ Industrial Pollution Abatement Guideline Wastewater Treatment Plants Establishment of an Environmental Assessment (EIA) Unit World Bank, European Investment Bank, May 1995 DHV Consultants BV, Amersfoort, The Netherlands in association with Alfa Group, Damascus, Syrian Arab Republic ④ STUDIES AND DESIGN OF WORKS CONCERNING REHABILITATION AND

EXPANSION OF THE WATER SUPPLY SYSTEM OF DAMASCUS CITY AND ITS SURROUNDINGS (DRAFT), ENVIRONMENTAL REPORT, DAWSSA, March 2004

LAHMEYER INTERNATIONAL in association with AAC (Kuwait) and AWMc (United Kingdum) ⑤ National Environmental Action Plan for the Syrian Arab Republic Ministry of State for Environmental Affairs, Syrian Arab Republic UNDP, The World Bank, with the assistance of ERM ⑥ PROJECT OF SUPPLYING PART OF THE WATER DEMAND OF DAMASCUS

CITY FROM THE SYRIAN COASTAL AREA WATER SUPPLY, ENVIRONMENTAL IMPACT ASSESSMENT, PHASE II

DAWSSA, July 2003 IBG, DHV ⑦ Law No.50 Republic President, Pursuant to the constitution provisions, June 2002

(2) Maps ① Topo-map (covering all study area) 1:50,000. x 1 sheet ② Topo-map (covering all study area) 1:25,000. x 4 sheets ③ Digital map (covering Dimas area) 1:5,000. x 1 sheet ④ GEOLOGICAL MAP OF SYRIA (covering Zabadani to Yafour) 1:50,000.

A5-2

Sheet I-37-VII-3a,c USSR, 1962 ⑤ A Part of Geological Map of Syria (covering all study areas) 1:250,000. （unknown） ⑥ Carte Geologique de la partie Nord du massif de l’Anti-Leban Bassin versant de la

Source Figeh ETUDE HYDROLOGIQUE ET HYDROGEOLOGIQUE DE LA SOURCE FIGEH GRENOBIT, France, R II 442-101、（unknown） 1 :200,000. ⑦ Digital map of Damascus (by CD-R) ⑧ General plan of Highway ８sheet

(3) Miscellaneous Data/Information on Hydrogeology ① Results of Pumping Test (by MOI)

② Well Log of Monitoring wells (by MOI)

③ A Part of Haramon Project Report

④ Groundwater Hydrograph of Monitoring Wells (WRIC)

⑤ Information on Wadi Marwa Well Field

⑥ Groundwater Hydrograph of production wells (DAWSSA)

⑦ Results of Water Quality Analysis (DAWSSA)

(4) Data/References on Water Supply of Damascus City ① Water Production Data (2002) by DAWSSA ② Studies and Design of Works Concerning Rehabilitation and Expansion of the Water

Supply System of Damascus City and its Surroundings (Project primary report Vol. 1/3 and 2.3)

③ Project of Supplying Part of the Water Demand of Damascus City and its Countryside from the Syrian Coastal Area Water Supply, Evaluation of Water Demand (Phase I), February 2003

A6-1

Appendix-6. Other Relevant Data 6-1. Hydraulic Calculations on Collection Pipes Table 6-1 Hydraulic Calculation of Collection Pipeline Figure 6-1 Yaboos Collection Pipeline 6-2. Hydraulic Calculation on Transmission Pipelines Table 6-2-1. Hydraulic Calculation of Maadar/Yaboos Line (19 wells) Figure 6-2-1. Profile of Maadar/Yaboos Line (19 wells) Table 6-2-2. Hydraulic Calculation of Maadar/Yaboos Line (32 wells) Figure 6-2-2. Profile of Maadar/Yaboos Line (32 wells) 6-3. Estimation of Total Submersible Pump Head 6-4. Construction Cost borne by the Syrian Side 6-5. Results of Baseline Survey 6-6. Results of Water Quality Test and Water Quality Syrian Standard 6-7. Results of Group Well Pumping Test Figure 6-7-1. Location Map of Group Well Pumping Test Figure 6-7-2. Results of Group Well Pumping Test Figure 6-7-3. Results of Group Well Pumping Test (Private Well) Table 6-7-1. Results of Group Well Pumping Test

Tabl

e 6-

1　H

ydra

lic C

alcu

latio

n of

Col

lect

ion

Pipe

line

（Yab

oos）

Lin

e N

o.

Junction

Dis

tance

Unit F

low

Dis

char

geEle

vation

Dia

mete

rV

elo

city

Loss

D.W

.LH

ead

Pum

p H

ead

備　

　　

　　

考

(m)

(l/s)

(m3/s)

(EL. m

)(m

m)

(m/s)

(m)

(EL. m

)(m

)(m

)

West

Sid

e

1Y－

１-

J－

１67.0

13.9

0.0

139

1,2

80.6

150

0.7

86

0.4

51,3

11.7

31.1

2Y－

２-

J－

１85.0

13.9

0.0

139

1,2

85.3

150

0.7

86

0.5

71,3

11.9

26.6

3J－

１-

J－

２21.0

0.0

278

1,2

78.4

200

0.8

85

0.1

31,3

11.3

32.9

4Yー

３-

J－

２5.0

13.9

0.0

139

1,2

77.7

150

0.7

86

0.0

31,3

11.2

33.5

5J－

２-

J－

３26.0

0.0

417

1,2

78.3

200

1.3

27

0.3

31,3

11.2

32.9

6Y－

４-

J－

４16.0

13.9

0.0

139

1,3

08.6

150

0.7

86

0.1

11,3

12.0

3.4

7J－

４-

J－

３183.0

0.0

278

1,2

92.6

200

0.8

85

1.0

91,3

11.9

19.3

Futu

re c

onnection (1 W

ell)

8J－

３-

J－

５211.0

0.0

694

1,2

77.3

300

0.9

83

0.9

51,3

10.8

33.5

9Y－

12

-J－

５41.0

13.9

0.0

139

1,2

76.9

150

0.7

86

0.2

81,3

10.2

33.3

10

J－

５-

J－

７315.0

0.0

833

1,2

76.1

300

1.1

80

1.9

91,3

09.9

33.8

11

Y－

５-

J－

６147.0

13.9

0.0

139

1,2

82.1

150

0.7

86

0.9

91,3

09.4

27.3

12

Y－

13

-J－

６11.0

13.9

0.0

139

1,2

75.4

150

0.7

86

0.0

71,3

08.5

33.1

13

J－

６-

J－

７86.0

0.0

278

1,2

75.5

200

0.8

85

0.5

11,3

08.4

32.9

14

J－

７-

J－

８61.0

0.1

111

1,2

69.5

350

1.1

55

0.3

11,3

07.9

38.4

15

Y－

６-

J－

８107.0

13.9

0.0

139

1,2

68.5

150

0.7

86

0.7

21,3

08.3

39.8

16

J－

８-

J－

９239.0

0.1

250

1,2

68.1

350

1.3

00

1.5

11,3

07.6

39.5

Eas

t Sid

e

17

Y－

11

-J－

10

91.0

13.9

0.0

139

1,3

08.0

150

0.7

86

0.6

11,3

09.6

1.6

18

Y－

10

-J－

10

17.0

13.9

0.0

139

1,2

99.4

150

0.7

86

0.1

11,3

09.2

9.8

19

J－

10

-J－

11

74.0

0.0

278

1,2

96.6

200

0.8

85

0.4

41,3

09.0

12.4

20

J－

11

-J－

12

17.0

0.0

417

1,2

89.4

200

1.3

27

0.2

21,3

08.6

19.2

Futu

re c

onnection (3 W

ells

)

21

Y－

９-

J－

12

7.0

13.9

0.0

139

1,2

87.2

150

0.7

86

0.0

51,3

08.4

21.2

22

J－

12

-J－

13

114.0

0.0

556

1,2

87.7

250

1.1

32

0.8

31,3

08.4

20.7

23

Y－

８-

J－

13

9.0

13.9

0.0

139

1,2

81.2

150

0.7

86

0.0

61,3

07.6

26.4

24

J－

13

-J－

14

136.0

0.0

694

1,2

80.6

250

1.4

15

1.4

91,3

07.6

27.0

25

Y－

７-

J－

14

21.0

13.9

0.0

139

1,2

72.1

150

0.7

86

0.1

41,3

06.2

34.1

26

J－

14

-J－

９40.0

0.0

833

1,2

71.1

250

1.6

99

0.6

21,3

06.1

35.0

27

J－

９-

RT

7.0

0.2

083

1,2

69.7

400

1.6

59

0.0

61,3

06.1

36.4

RT

1,2

69.5

1,3

06.0

36.5

Tota

l2,1

54.0

A6-2

Tab

le 6

-2-1　

Hyd

ralic

Cal

cula

tion o

f M

aada

r/Yab

oos

Lin

e（N

um

ber

of W

ells

: 19)

Stat

ion

Loca

tion

Dis

tanc

epe

r poi

nts

Dis

tanc

ebe

ginn

ing

Dis

tanc

ebe

ginn

ing

G.L

.D

iam

eter

Cov

erin

gC

ente

r of

Pipe

EL

Dis

char

geV

eloc

ityH

ydra

ulic

Gra

dien

tH

ead

loss

Dyn

amic

head

Dyn

amic

W. P

.St

atic

head

Stat

icW

. P.

Rem

arks

ｍ①

　ｍ

②ｍ

EL

ｍm

mｍ

EL

ｍm

3/se

cm

/se

cm

/1000m

ｍEL

ｍｍ

EL

ｍｍ

0R

T N

o.1

0.0

00.0

00.0

01,1

90.0

0350

1.0

1188.8

30.0

97

1.01

13.9

7356

0.0

01190.0

1.2

1193.0

4.2

7 w

ells

-50

750.2

4750.2

4750.2

41,1

17.4

5350

1.0

1116.2

80.0

97

1.01

13.9

7356

2.9

811

87.0

70.7

1193

.076

.7-41

345.4

91,0

95.7

31,0

95.7

31,0

90.8

8350

1.0

1089.7

10.0

97

1.01

13.9

7356

1.3

711

85.6

95.9

1193

.010

3.3

-32

Low

est

poin

t538.8

71,6

34.6

01,6

34.6

01,0

50.5

3350

1.0

1049.3

60.0

97

1.01

13.9

7356

2.1

411

83.5

134.

111

93.0

143.

6-21

Boost

er

Sta

tion

1,1

15.0

62,7

49.6

62,7

49.6

61,1

70.2

0350

1.0

1169.0

30.0

97

1.01

13.9

7356

4.4

311

79.1

10.0

1193

.024

.0

-21

Boost

er

Sta

tion

611.2

92,2

34.0

52,7

49.6

61,1

70.2

0350

1.0

1169.0

30.0

97

1.01

13.9

7356

2.4

31372.9

203.8

1361.0

192.0

-15

509.0

21,6

22.7

63,3

60.9

51,2

44.8

1350

1.0

1243.6

40.0

97

1.01

13.9

7356

2.0

21370.4

126.8

1361.0

117.4

-10

510.0

61,1

13.7

43,8

69.9

71,2

92.1

9350

1.0

1291.0

20.0

97

1.01

13.9

7356

2.0

31368.4

77.4

1361.0

70.0

-5

603.6

8603.6

84,3

80.0

31,3

34.4

9350

1.0

1333.3

20.0

97

1.01

13.9

7356

2.4

01366.4

33.1

1361.0

27.7

1R

T N

o.2

0.0

00.0

04,9

83.7

11,3

60.8

5350

1.0

1359.6

80.0

97

1.01

13.9

7356

0.0

01364.0

4.3

1361.0

1.3

1R

T N

o.2

0.0

00.0

04,9

83.7

11360.8

5350

1.0

1359.6

80.1

11

1.15

55.0

8704

0.0

01361.0

1.3

1364.0

4.3

1 w

ell

6500.8

0500.8

05,4

84.5

11325.6

0350

1.0

1324.4

30.1

11

1.15

55.0

8704

2.5

513

58.5

34.0

1364

.039

.612

Low

est

poin

t599.8

81,1

00.6

86,0

84.3

91315.3

0350

1.0

1314.1

30.1

11

1.15

55.0

8704

3.0

513

55.4

41.3

1364

.049

.920

799.9

31,9

00.6

16,8

84.3

21318.0

6350

1.0

1316.8

90.1

11

1.15

55.0

8704

4.0

713

51.3

34.4

1364

.047

.128+50m

Conncetion

850.5

42,7

51.1

57,7

34.8

61328.2

9350

1.0

1327.1

20.1

11

1.15

55.0

8704

4.3

313

47.0

19.9

1364

.036

.9M

aada

r I

〃〃

0.0

02,7

51.1

57,7

34.8

61328.2

9500

1.0

1327.0

40.1

11

0.56

60.8

9556

0.0

013

47.0

20.0

1364

.037

.032

Hig

hest

poin

t349.9

33,1

01.0

88,0

84.7

91330.4

8500

1.0

1329.2

30.1

11

0.56

60.8

9556

0.3

113

46.7

17.5

1364

.034

.840

799.9

73,9

01.0

58,8

84.7

61320.7

4500

1.0

1319.4

90.1

11

0.56

60.8

9556

0.7

213

46.0

26.5

1364

.044

.550

999.9

34,9

00.9

89,8

84.6

91303.4

0500

1.0

1302.1

50.1

11

0.56

60.8

9556

0.9

013

45.1

42.9

1364

.061

.860

999.9

75,9

00.9

510,8

84.6

61297.9

3500

1.0

1296.6

80.1

11

0.56

60.8

9556

0.9

013

44.2

47.5

1364

.067

.370

1,0

00.3

66,9

01.3

111,8

85.0

21290.7

1500

1.0

1289.4

60.1

11

0.56

60.8

9556

0.9

013

43.3

53.8

1364

.074

.583

Hig

hw

ay1,3

00.3

08,2

01.6

113,1

85.3

21290.2

9500

1.2

1288.8

40.1

11

0.56

60.8

9556

1.1

613

42.1

53.3

1364

.075

.290

700.1

78,9

01.7

813,8

85.4

91286.0

7500

1.2

1284.6

20.1

11

0.56

60.8

9556

0.6

313

41.5

56.9

1364

.079

.4103

Yab

oos

WS

1,3

00.0

410,2

01.8

215,1

85.5

31269.7

3500

1.2

1268.2

80.1

11

0.56

60.8

9556

1.1

613

40.3

72.1

1364

.095

.7〃

PB

R N

o.1

0.0

010,2

01.8

215,1

85.5

31269.7

3600

1.2

1268.2

30.2

64

0.93

41.8

2582

0.0

01269.0

0.8

1272.0

3.8

11 w

ells

110

714.5

210,9

16.3

415,9

00.0

51263.5

5600

1.2

1262.0

50.2

64

0.93

41.8

2582

1.3

012

67.7

5.6

1272

.010

.0120

1,0

00.5

611,9

16.9

016,9

00.6

11247.5

3600

1.2

1246.0

30.2

64

0.93

41.8

2582

1.8

312

65.9

19.8

1272

.026

.0130

1,0

02.0

012,9

18.9

017,9

02.6

11229.6

2600

1.2

1228.1

20.2

64

0.93

41.8

2582

1.8

312

64.0

35.9

1272

.043

.9140

1,0

03.1

813,9

22.0

818,9

05.7

91200.3

5600

1.2

1198.8

50.2

64

0.93

41.8

2582

1.8

312

62.2

63.4

1272

.073

.2L16

PB

R N

o.2

1,2

09.3

815,1

31.4

620,1

15.1

71173.0

9600

1.2

1171.5

90.2

64

0.93

41.8

2582

2.2

112

60.0

88.4

1272

.010

0.4

〃P

BR

No.2

0.0

015,1

31.4

620,1

15.1

71173.0

9600

1.2

1171.5

90.2

64

0.93

41.8

2582

0.0

01174.0

2.4

1177.0

5.4

164

Hig

hw

ay1,2

28.6

416,3

60.1

021,3

43.8

11152.2

6600

1.2

1150.7

60.2

64

0.93

41.8

2582

2.2

411

71.8

21.0

1177

.026

.2178

Zar

zar

lake

1,4

01.4

917,7

61.5

922,7

45.3

01144.6

6600

1.0

1143.3

60.2

64

0.93

41.8

2582

2.5

611

69.2

25.8

1177

.033

.6186

Low

est

poin

t799.4

318,5

61.0

223,5

44.7

31132.3

6600

1.0

1131.0

60.2

64

0.93

41.8

2582

1.4

611

67.7

36.7

1177

.045

.9191

hig

hest

poin

t499.6

819,0

60.7

024,0

44.4

11152.1

6600

1.0

1150.8

60.2

64

0.93

41.8

2582

0.9

111

66.8

16.0

1177

.026

.1193

200.0

519,2

60.7

524,2

44.4

61144.9

8600

1.0

1143.6

80.2

64

0.93

41.8

2582

0.3

711

66.5

22.8

1177

.033

.3197

concre

te b

ridg

e399.3

519,6

60.1

024,6

43.8

11112.1

6600

1.0

1110.8

60.2

64

0.93

41.8

2582

0.7

311

65.7

54.9

1177

.066

.1211

Mai

n r

oad

1,3

95.1

321,0

55.2

326,0

38.9

41092.6

1600

1.0

1091.3

10.2

64

0.93

41.8

2582

2.5

511

63.2

71.9

1177

.085

.7216

Cro

ssin

g ra

ilway

499.5

821,5

54.8

126,5

38.5

21088.5

6600

1.0

1087.2

60.2

64

0.93

41.8

2582

0.9

111

62.3

75.0

1177

.089

.7G

Exi

stin

g P

BR

144.9

121,6

99.7

226,6

83.4

31091.5

8600

1.0

1090.2

80.2

64

0.93

41.8

2582

0.2

611

62.0

71.7

1177

.086

.7

A6-4

Tab

le 6

-2-2　

Hyd

ralic

Cal

cula

tion o

f M

aada

r/Yab

oos

Lin

e（N

um

ber

of W

ells

: 32)

Stat

ion

Loca

tion

Dis

tanc

epe

r poi

nts

Dis

tanc

ebe

ginn

ing

Dis

tanc

ebe

ginn

ing

G.L

.D

iam

eter

Cov

erin

gC

ente

r of

Pipe

EL

Dis

char

geV

eloc

ityH

ydra

ulic

Gra

dien

tH

ead

loss

Dyn

amic

head

Dyn

amic

W. P

.St

atic

head

Stat

icW

. P.

Rem

arks

ｍ①

　ｍ

②ｍ

EL

ｍm

mｍ

EL

ｍm

3/se

cm

/se

cm

/1000m

ｍEL

ｍｍ

EL

ｍｍ

0R

T N

o.1

0.0

00.0

00.0

01,1

90.0

0350

1.0

1188.8

30.1

11

1.15

55.0

8704

0.0

01190.0

1.2

1193.0

4.2

8 w

ells

-50

750.2

4750.2

4750.2

41,1

17.4

5350

1.0

1116.2

80.1

11

1.15

55.0

8704

3.8

211

86.2

69.9

1193

.076

.7-41

345.4

91,0

95.7

31,0

95.7

31,0

90.8

8350

1.0

1089.7

10.1

11

1.15

55.0

8704

1.7

611

84.4

94.7

1193

.010

3.3

-32

Low

est

poin

t538.8

71,6

34.6

01,6

34.6

01,0

50.5

3350

1.0

1049.3

60.1

11

1.15

55.0

8704

2.7

411

81.7

132.

311

93.0

143.

6-21

Boost

er

Sta

tion

1,1

15.0

62,7

49.6

62,7

49.6

61,1

70.2

0350

1.0

1169.0

30.1

11

1.15

55.0

8704

5.6

711

76.0

7.0

1193

.024

.0

-21

Boost

er

Sta

tion

611.2

92,2

34.0

52,7

49.6

61,1

70.2

0350

1.0

1169.0

30.1

11

1.15

55.0

8704

3.1

11375.4

206.3

1361.0

192.0

-15

509.0

21,6

22.7

63,3

60.9

51,2

44.8

1350

1.0

1243.6

40.1

11

1.15

55.0

8704

2.5

91372.3

128.6

1361.0

117.4

-10

510.0

61,1

13.7

43,8

69.9

71,2

92.1

9350

1.0

1291.0

20.1

11

1.15

55.0

8704

2.5

91369.7

78.6

1361.0

70.0

-5

603.6

8603.6

84,3

80.0

31,3

34.4

9350

1.0

1333.3

20.1

11

1.15

55.0

8704

3.0

71367.1

33.8

1361.0

27.7

1R

T N

o.2

0.0

00.0

04,9

83.7

11,3

60.8

5350

1.0

1359.6

80.1

11

1.15

55.0

8704

0.0

01364.0

4.3

1361.0

1.3

1R

T N

o.2

0.0

00.0

04,9

83.7

11360.8

5350

1.0

1359.6

80.1

53

1.58

99.1

6907

0.0

01361.0

1.3

1364.0

4.3

3 w

ells

6500.8

0500.8

05,4

84.5

11325.6

0350

1.0

1324.4

30.1

53

1.58

99.1

6907

4.5

913

56.4

32.0

1364

.039

.612

Low

est

poin

t599.8

81,1

00.6

86,0

84.3

91315.3

0350

1.0

1314.1

30.1

53

1.58

99.1

6907

5.5

013

50.9

36.8

1364

.049

.920

799.9

31,9

00.6

16,8

84.3

21318.0

6350

1.0

1316.8

90.1

53

1.58

99.1

6907

7.3

313

43.6

26.7

1364

.047

.128+50m

Conncetion

850.5

42,7

51.1

57,7

34.8

61328.2

9350

1.0

1327.1

20.1

53

1.58

99.1

6907

7.8

013

35.8

8.7

1364

.036

.9〃

〃0.0

02,7

51.1

57,7

34.8

61328.2

9500

1.0

1327.0

40.2

36

1.20

33.6

1166

0.0

013

35.8

8.7

1364

.037

.06 w

ells

32

Hig

hest

poin

t349.9

33,1

01.0

88,0

84.7

91330.4

8500

1.0

1329.2

30.2

36

1.20

33.6

1166

1.2

613

34.5

5.3

1364

.034

.840

799.9

73,9

01.0

58,8

84.7

61320.7

4500

1.0

1319.4

90.2

36

1.20

33.6

1166

2.8

913

31.6

12.1

1364

.044

.550

999.9

34,9

00.9

89,8

84.6

91303.4

0500

1.0

1302.1

50.2

36

1.20

33.6

1166

3.6

113

28.0

25.9

1364

.061

.860

999.9

75,9

00.9

510,8

84.6

61297.9

3500

1.0

1296.6

80.2

36

1.20

33.6

1166

3.6

113

24.4

27.7

1364

.067

.370

1,0

00.3

66,9

01.3

111,8

85.0

21290.7

1500

1.0

1289.4

60.2

36

1.20

33.6

1166

3.6

113

20.8

31.3

1364

.074

.583

Hig

hw

ay1,3

00.3

08,2

01.6

113,1

85.3

21290.2

9500

1.2

1288.8

40.2

36

1.20

33.6

1166

4.7

013

16.1

27.2

1364

.075

.290

700.1

78,9

01.7

813,8

85.4

91286.0

7500

1.2

1284.6

20.2

36

1.20

33.6

1166

2.5

313

13.6

28.9

1364

.079

.4103

Yab

oos

WS

1,3

00.0

410,2

01.8

215,1

85.5

31269.7

3500

1.2

1268.2

80.2

36

1.20

33.6

1166

4.7

013

08.9

40.6

1364

.095

.7〃

PB

R N

o.1

0.0

010,2

01.8

215,1

85.5

31269.7

3600

1.2

1268.2

30.4

44

1.57

34.7

8951

0.0

01269.0

0.8

1272.0

3.8

15 w

ells

110

714.5

210,9

16.3

415,9

00.0

51263.5

5600

1.2

1262.0

50.4

44

1.57

34.7

8951

3.4

212

65.6

3.5

1272

.010

.0120

1,0

00.5

611,9

16.9

016,9

00.6

11247.5

3600

1.2

1246.0

30.4

44

1.57

34.7

8951

4.7

912

60.8

14.8

1272

.026

.0130

1,0

02.0

012,9

18.9

017,9

02.6

11229.6

2600

1.2

1228.1

20.4

44

1.57

34.7

8951

4.8

012

56.0

27.9

1272

.043

.9140

1,0

03.1

813,9

22.0

818,9

05.7

91200.3

5600

1.2

1198.8

50.4

44

1.57

34.7

8951

4.8

012

51.2

52.3

1272

.073

.2L16

PB

R N

o.2

1,2

09.3

815,1

31.4

620,1

15.1

71173.0

9600

1.2

1171.5

90.4

44

1.57

34.7

8951

5.7

912

45.4

73.8

1272

.010

0.4

〃P

BR

No.2

0.0

015,1

31.4

620,1

15.1

71173.0

9600

1.2

1171.5

90.4

44

1.57

34.7

8951

0.0

01174.0

2.4

1177.0

5.4

164

Hig

hw

ay1,2

28.6

416,3

60.1

021,3

43.8

11152.2

6600

1.2

1150.7

60.4

44

1.57

34.7

8951

5.8

811

68.1

17.4

1177

.026

.2178

Zar

zar

lake

1,4

01.4

917,7

61.5

922,7

45.3

01144.6

6600

1.0

1143.3

60.4

44

1.57

34.7

8951

6.7

111

61.4

18.0

1177

.033

.6186

Low

est

poin

t799.4

318,5

61.0

223,5

44.7

31132.3

6600

1.0

1131.0

60.4

44

1.57

34.7

8951

3.8

311

57.6

26.5

1177

.045

.9191

hig

hest

poin

t499.6

819,0

60.7

024,0

44.4

11152.1

6600

1.0

1150.8

60.4

44

1.57

34.7

8951

2.3

911

55.2

4.3

1177

.026

.1193

200.0

519,2

60.7

524,2

44.4

61144.9

8600

1.0

1143.6

80.4

44

1.57

34.7

8951

0.9

611

54.2

10.5

1177

.033

.3197

concre

te b

ridg

e399.3

519,6

60.1

024,6

43.8

11112.1

6600

1.0

1110.8

60.4

44

1.57

34.7

8951

1.9

111

52.3

41.5

1177

.066

.1211

Mai

n r

oad

1,3

95.1

321,0

55.2

326,0

38.9

41092.6

1600

1.0

1091.3

10.4

44

1.57

34.7

8951

6.6

811

45.6

54.3

1177

.085

.7216

Cro

ssin

g ra

ilway

499.5

821,5

54.8

126,5

38.5

21088.5

6600

1.0

1087.2

60.4

44

1.57

34.7

8951

2.3

911

43.2

56.0

1177

.089

.7G

Exi

stin

g P

BR

144.9

121,6

99.7

226,6

83.4

31091.5

8600

1.0

1090.2

80.4

44

1.57

34.7

8951

0.6

911

42.5

52.3

1177

.086

.7

A6-6

Appen

dix

6-3　

Est

imat

ion o

f T

ota

l Subm

ersi

ble

Pum

p H

ead

Wel

l N

o.

Dis

char

ge(m

3/m

in)

Gro

und

Lev

el

Sta

tic

Wat

erLev

elG

L

(m

)

Dra

wdown

Dyn

amic

Wat

erLev

elG

L

(m

)

Pip

elin

eLoss

(m)

Act

ual

Hea

d(m

)

Ris

erPip

e D

ia.

(mm

)

Vel

oci

ty(m

/s)

Cf

Ris

erPip

eLen

gth

(m)

No.

of

Ris

erPip

e（N

o.）

Tota

lLen

gth

(m)

Ris

erPip

e Loss

(m)

Tota

lH

ead

(m)

Rat

ing

Hea

d(m

)

Moto

rO

utp

ut

(kW

)

Dis

tance

(m)

Cab

leSiz

e(m

m2)

Cab

leLen

gth

(m)

YA

10.8

31280.6

297.0

20.0

117.0

31.1

148.1

100

1.7

7110

0.0

302

6.0

020

120

5.7

8154

160

37

130

38

260

YA

20.8

31285.3

2101.5

16.0

117.5

26.6

144.1

100

1.7

7110

0.0

302

6.0

020

120

5.7

8150

160

37

130

38

260

YA

30.8

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31287.1

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6.9

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308

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220

55

208

60

416

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11

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31307.9

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A6-8

Appendix 6-4 Construction Cost borne by the Syrian Side (Phase 1)

Unit: Syrian pound

Item Dimension Unit Q'ty Rate Cost Remarks

1.

a) Well House Construction ｍ2 11 66,000 726,000

Sub-total 726,000

b) Pipe Laying Works for DIP φ400mm ｍ 7 800 5,600

Collection Pipelines DIP φ350mm ｍ 300 700 210,000

DIP φ300mm ｍ 526 600 315,600

DIP φ250mm ｍ 290 500 145,000

DIP φ200mm ｍ 407 400 162,800

DIP φ150mm ｍ 624 300 187,200

Sub-total 　 2,154 1,026,200

c) Construction of No.3 RT Concrete works ｍ3 332 7,500 2,490,000

Sub-total 2,490,000

d) Pipe Laying Works for DIP φ600mm ｍ 11,497 1,200 13,796,400

Transmission Pipelines Sub-total 　 13,796,400

e) Construction of No.2 PBR Concrete works ｍ3 242 7,500 1,812,300

& Related pipe Laying DIP φ600mm ｍ 8.5 1,200 10,200

Sub-total 1,822,500

f) Construction of No.3 PBR Concrete works ｍ3 107 7,500 804,450

& Related pipe Laying DIP φ600mm ｍ 45 1,200 54,000

Sub-total 858,450

g) Generator House Concrete works sets 2 2,000,000 4,000,000

Sub-total 4,000,000

Total 24,719,550

h) Other works 4,943,910 20％ of Tatal

i) Construction cost 29,663,460

j) Administration and Contingency 14,831,730 50％ of Construction cost

Ground total 44,495,190

2. Electric Facility

Generator set 2 5,100,000 10,200,000

Panels sets 11 150,000 1,650,000

Transformer set 2 4,560,000 9,120,000

Total 20,970,000

3. Land acquisition ｍ2 840 100 84,000

4. Monitoring

Well drilling sets 1 1,500,000 1,500,000

Monitoring Devices sets 3 140,000 420,000 Including Transportation

Total 1,920,000

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Appendix 6-5. Results of Baseline Survey

1. Purpose of the Survey

The survey aims to analyze present social conditions and water supply situations in the service areas covered by Damascus City Water Supply and Sewerage Authority (DAWSSA) and will be of some help to formulate indicator for studying evaluation of this Project. 2. Survey Area and Number of Sample

This survey was conducted as the same method as “the Study on the Development of Water Supply System for the Damascus City” in 1997 by JICA. The survey areas were divided into 5 groups, that is 3 groups based on the household income of the formal water supply area in Damascus City, 1 group at the informal water supply area in Damascus City and the last group at villages of the service areas at outskirts of Damascus City.

DAWSSA supplies water to approximately 350,000 households on paper at present and that is excluded the informal areas in Damascus City. It is recommendable that samples of the survey is 3,500 households as being picked up on 1% of all supplied household. However, it is very difficult to survey such numbers within 1 month. Finally, 500 households, around 0.1% of all supplied household, are selected as our survey samples referring to 600 samples at JICA Study. 500 samples were classified to 5 class groups based on the monthly income and service areas. Each class group has 100 samples approximately, as shown in the table below.

Table-1 Survey Class and Sample Number Class Supply Area Income per Month Number Remarks １ 25,000SP ～ 105 samples ２ 10,000～25,000SP 105 samples ３

Formal area in Damascus City

～ 10,000SP 105 samples ４ Informal area in Damascus City 105 samples ５ Villages 80 samples 10 households per village

Total 500 samples 3. Method and Duration

The survey was carried out by the interview method of five interviewing groups (two interviewers per group) according to the questionnaires from March 27 to April 12, 2004. 4. Survey Result

The survey results are as follows. (1) Distance from main road

Most people were living along the main road. Distance from the main road of Class group 1～3 is within 0.5km and one of Class 4～5 is within 2.0km.

(2) Electricity and communication condition Average electricity cut per month is 4.2 times. The number of phones is 1 set per household and one of mobile phone, recently it is very popular, is 0.6 set per household.

A6-11

Table-2 Electricity and Communication Condition Class Item Unit 1 2 3 4 5 Average

Electricity cut per month Set 0.39 2.41 3.10 10.23 5.08 4.20 Phone per household Set 1.36 0.98 0.83 0.57 1.20 0.98 Mobile per household Set 1.68 0.56 0.33 0.10 0.45 0.63

(3) Family Structure

As shown in Table-3, average number of household is 5.53 persons against 6.0 persons at the JICA Study.

Tsble-3 Family Structure Class Item Unit 1 2 3 4 5 Average

Number per household Person 3.96 6.15 5.91 5.62 6.13 5.53 Rate of infants and students Person 38.2 40.1 38.5 46.4 35.3 39.9 Rate attending university & university degree

Person 43.3 22.9 8.1 5.6 9.2 18.3

(4) Occupation

There are few farmers in Damascus City. Rate of agriculture is only 9% even in the villages outside Damascus City.

Table-4 Occupation Class Item Unit 1 2 3 4 5

Agricultural % 0 1.9 0 0 8.6 (5) Expenses

Average income in Class 3 (low income class in Damascus City) and Class 4 (informal areas in Damascus City) seems 5,000 SP per month and one in Class 5 (villages) seems 9,000 SP. As shown in Table-6, it is a big difference of balance between income and expenditure in Class 1 and 3. One reason is that maximum income of Class 1 is assumed 100,000 SP, but it is not clear the reason of Class 3. On the other hand, average income is lower that the expenditure. The reason is also average income is estimated based on the mean of range. Engel’s coefficient in Class 2 is a bigger rate than other classes. It seems the rate of infants and students in household is affected in Engel’s coefficient.

Table-5 Monthly Income Class Monthly Income Unit 1 2 3 4 5

1,000 ～ 3,000 SP ％ 0.0 0.0 2.86 2.86 2.50 3,000 ～ 5,000 SP ％ 0.0 0.0 51.43 54.29 32.50 5,000 ～ 10,000 SP ％ 0.0 0.0 45.71 40.95 36.25 10,000 ～ 25,000 SP ％ 0.0 100.0 0.0 1.90 28.75 25,000 ～ 50,000 SP ％ 38.10 0.0 0.0 0.0 0.0 50,000 ～ ％ 61.90 0.0 0.0 0.0 0.0

Average 1000SP 76.19 17.50 5.54 5.30 9.10 表-6 Monthly Expenditure

A6-12

Class Monthly Income Unit 1 2 3 4 5 Food 20,981 11,508 4,366 3,949 5,964Medical 4,512 1,322 963 852 936Transport 9,458 2,179 823 822 1,024Education 17,867 1,221 598 386 787Electricity 3,264 964 482 258 561Water 444 247 239 0 280Others 14,073 904 529 331 829Total 70,599 18,345 8,000 6,598 10,381ｴﾝｹﾞﾙ係数 29.7 62.7 54.6 59.9 57.5

(6) Medical Health

Table-7 shows the main diseases and water born diseases, such as, water born infections, skin diseases, lachrymal, etc..

Table-7 Medical Health Class Item Unit 1 2 3 4 5

Clinic visit Times 2.1 1.9 1.7 2.6 1.6 Nervous system Family 5 3 6 2 - Asthma Family 2 6 - - 1 Heart diseases Family 15 9 7 3 6 Diabetes Family 17 5 11 10 8 High blood pressure Family 29 16 19 16 5 Water born infections Family 11 14 19 31 14 Eyes infections Family 1 3 2 - - Skin diseases Family 1 8 4 24 - Kidney sand Family 3 14 10 6 3

Main diseases

Lachrymal Family - 2 1 30 - (7) Water Supply Condition

Water supply condition in the service areas is as follows. Table-8-1 Water Sources

Class Item Unit 1 2 3 4 5 Average

Private tap ％ 100.0 100.0 96.19 3.81 93.75 78.00 Public tap ％ 0.0 0.0 0.95 0.0 1.25 0.40 Well ％ 0.0 0.0 2.86 14.29 5.00 4.40 Others ％ 0.0 0.0 0.0 81.90 0.0 17.20

A6-13

Table-8-2 Water Supply Conditions Class Item Unit 1 2 3 4 5 Average

Good ％ 100.0 93.33 87.62 29.52 92.50 80,.00 Normal ％ 0.0 6.67 9.52 8.57 6.25 6.20 Bad ％ 0.0 0.0 2.86 61.90 1.25 13.80 Supply time /day 23.8 22.3 21.3 15.2 21.4 20.8

Rainy season

Supply day /week 7.0 6.9 6.8 4.94 6.9 6.5 Good ％ 96.19 88.57 77.14 29.52 87.50 75.20 Normal ％ 3.81 10.48 18.10 8.57 10.00 10.20 Bad ％ 0.0 0.95 4.76 61.90 2.50 14.60 Supply time /day 23.5 20.3 18.9 13.9 20.5 19.4

Dry season

Supply day /week 7.0 6.6 6.5 4.3 6.8 6.2 Good ％ 79.05 54.29 50.48 4.76 52.50 48.00 Satisfaction Normal ％ 2.86 20.95 7.62 2.86 25.0 11.20 Bad ％ 18.10 24.76 41.90 92.38 22.5 40.80

Quality × × × × × Quantity △ △ × Pressure △ △ × △ Fee △ △ ×

Case of bad (×：over 50%) (△：below 50%)

Stability △ △ ×

Table-8-3 Water Fee

Class Item Unit 1 2 3 4 5 Average

Expensive ％ 5.71 32.38 50.48 82.86 43.75 43.00 Satisfaction Normal ％ 92.38 66.67 48.57 17.14 55.00 56.00 Cheep ％ 1.90 0.95 0.95 0.0 1.25 1.00 Monthly water charge SP 444 247 238 0 280 240 Monthly water consumption ｍ3/hr 87.45 40.48 48.59 22.23 52.87 50.21 Monthly water demand ｍ3/hr 88.72 48.75 50.59 44.95 92.65 63.76

Talbe-8-4 New Public Water Supply Facility

Class Item Unit 1 2 3 4 5 Average

Necessity of expansion ％ 31.43 58.10 60.00 97.14 58.75 61.20 Necessity of expansion ％ 57.58 24.59 7.94 58.82 12.77 33.32 Willing to Pay SP 416 321 150 238 300 284

Appendix 6-6 Results of Water Quality Test and Water Quality Syrian Standard

Item Unit M37 No.7 M40 Ave.A. In-situ test

Temp. ℃ 15.8 16.0 16.1 16.0 ―EC. μS/cm 37.5 35.8 36.2 36.5 ―ｐH 7.46 7.76 7.71 7.6 ―

B. Laboratory Test

1 Turbidity NTU 3.5 2.5 4 3.3 52 Colors Deg. ｎ ｎ ｎ ｎ 153 Taste TT ｎ ｎ ｎ ｎ ―4 Odor TON ｎ ｎ ｎ ｎ ―5 Total Hard mg/lit 21 24 22 22.3 5006 T.D.S ｐｐｍ 235 260 235 243.3 1,0007 Residue Cl ｐｐｍ 0 0 0 0.0 ―8 ｐH 7.7 7.5 7.7 7.6 6.5 - 8.5

chemical analysis9 Ca mg/lit 72 80 80 77.3 ―

10 Mg mg/lit 7 10 5 7.3 ―11 Na mg/lit 5 4 4 4.3 20012 K mg/lit 0.5 0.5 0.5 0.5 ―13 HCO3 mg/lit 232 268 224 241.3 ―14 CO3 mg/lit 0 0 0 0.0 ―15 SO4 mg/lit 16 14 18 16.0 ―16 Cl mg/lit 8 8 6 7.3 25017 NO3 mg/lit 7 6 7 6.7 4018 NO2 mg/lit 0 0 0 0.0 0.0119 NH4 mg/lit 0 0 0 0.0 0.05

heavy metal20 Zn mg/lit ｎ ｎ ｎ ｎ 321 Fe mg/lit ｎ ｎ ｎ ｎ 0.322 Cu mg/lit ｎ ｎ ｎ ｎ ―23 Mn mg/lit ｎ ｎ ｎ ｎ ―

hygine item24 Coliform pcs/100ml 100 200 500 266.7 10025 Bacteria pcs/100ml 2000 500 6000 2833.3 100

for potable water

Yaboos SyrianStandard

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A6-15

Figure 6-7-1 Location Map of Group Well Pumping Test

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A6-16

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A6-17