Annex 2 Karaga Site report by CLIP Ghana

Ghana Venskabsgrupperne i Danmark (GV)

Ghana Developing Communities Association (GDCA)

Status of a 125 dug-well program in Northern Region, Ghana â&#x20AC;&#x201C; 1997/2011 Functionality of pumps and capacity of wells in the dry season January â&#x20AC;&#x201C; April 2012 Annex 2, Karaga District, Site reports Kurt Klitten, Bent Kjellerup and Maria Ondracek August, 2015

Capacity Test of CLIP Dug-Wells

WELL ID K-001

Date of test: Names on team: 31 Jan 2012 Sandow, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Kpaligumah Well ID (Name) K-001 Picture no: K-001_ … Well Coordinates UTM X (East): 774026 UTM Y (North): 1068983 Photos and sketch of well:

(1) Depth of well Depth recorded at the time 10.9 Measured [m]: 11.8 of construction [m]: (2) Depth [m] of Not possible to Unlined section: Depth [m]: (1) – (2) = concrete lining (*) find out at site Depth from point of measurement (PM) to terrain [m]: 0.45 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: Phase I – 1997/2001 (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Pump was broken at arrival. Well without any access hole.

1 K-001_SiteReport

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 09:03 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 56 buckets + 5 liters Hz

Water table readings

Initial wt [m]

7.96

After 10min After 20min After 30min After 40min After 50 min After 60min

8.00 8.10 8.19 8.27 8.35

Total volume [l]: 901

Recovery observation every 10 min for 60min

Water table [m] 8.35

Initial wt (same as after 60min pumping) After 10 min 8.35 After 20 min 8.345 After 30 min 8.34 After 40 min 8.34 After 50 min 8.34 After 60 min 8.335 Clock reading when finished: 11:03 Notes: First reading missing and there was equipment issues by the start of the test. 3. Other collected data 3.1) Geological rock type: Dark brown siltstone (fine grained), fresh, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C;Bimbilla.

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

320 people 2 boreholes, a dam and streams

How far away are they?

The question was not asked in this community.

Is it always access to this alternative water source?

The question was not asked in this community.

3.3) Villagers experience and opinions Is the yield acceptable? Yes. Does it run dry?

It runs dry in the dry season but high yield in the rainy season.

Is it sensitive for high utilization only in the dry season?

The well is sensitive for many users.

Is the pump always accessible or is it open during certain hours only?

The pump is locked to prevent children from mishandling it. In the dry season it is also locked during the day for recovery and opens for use again next morning.

If the community has a maintenance account, how much on the account?

Yes, there is a maintenance account with GHc 120.00

Who is managing the account?

Question was not asked in this community.

4. Other comments: 2

K-001_SiteReport

Capacity Test of CLIP Dug-Wells

WELL ID K-002

Date of test: Names on team: 31 Jan 2012 Sandow, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Zinyee Well ID (Name) K-002 Picture no: K-002_ … Well Coordinates UTM X (East): 773695 UTM Y (North): 1103741 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 13.35 of construction [m]: 13.00 (2) Depth [m] of Unlined section: Depth (m): (1) – (2) = concrete lining (*) Depth from point of measurement (PM) to terrain [m]: 0.76 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.12 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2004 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 13.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 13:15 pump for No of buckets: litres/bucket: 16 60 min. 55 buckets + 8.5 liters

Water table readings Initial wt [m]

6.36

After 10min After 20min After 30min After 40min After 50 min After 60min

6.40 6.52 6.61 6.69 6.78 6.86

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 15:15

Other water sources in the neighborhood?

600 people from this community and other neighboring communities. There is no other water source

How far away are they? Is it always access to this alternative water source? 3.3) Villagers experience and opinions Is the yield acceptable? Yes.

Total volume [l]: 888.5 Recovery observation every 10 min for 60min

3.2) Utilization of well How many families depend on this source:

Water table [m] 6.86 6.83 6.80 6.76 6.74 6.71 6.68

Notes: None. 3. Other collected data

Does it run dry?

It does not run dry.

Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only?

The well is sensitive for many users only in the dry season The pump is looked in the afternoon to let the well recover and opens again in the evening. Yes, there is a maintenance account with GHc 50.00

If the community has a maintenance account, how much on the account? Who is managing the account?

Question was not asked in this community

4. Other comments: None.

3.1) Geological rock type: Greenish grey siltstone, fresh, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

Capacity Test of CLIP Dug-Wells

WELL ID K-003

Date of test: Names on team: 01 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Kaptung Well ID (Name) K-003 Picture no: K-003_ … Well Coordinates UTM X (East): 793555 UTM Y (North): 1116750 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 16.00 of construction [m]: 16.00 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 6 16 – 6 = 10 Depth from point of measurement (PM) to terrain [m]: 0.34 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: The water level is below pump inlet

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. Freq. 300 Hz

Clock reading at starting: litres/bucket:

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished:

Notes: The water column is too small to measure the water table, and no pump test is performed. 3. Other collected data 3.1) Geological rock type: Dark grey, fresh siltstone, carbonaceous (effervescence with dilute hydrochloric acid). Oti Group. Kodjare formation.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

500 people A stream About 3km Yes.

Is it always access to this alternative water source? 3.3) Villagers experience and opinions Is the yield acceptable? The yield is acceptable only in the rainy season. Does it run dry? The well runs dry in the dry season. Is it sensitive for high utilization only in the dry season? The well is sensitive for many users only in the dry season and it takes about a week to get around 30 liters of water from it. Is the pump always accessible or is it The pump is always accessible and open during certain hours only? open to everyone. If the community has a maintenance account, how much on the account?

Yes, there is a maintenance account with GHc 210.00

Who is managing the account?

Question was not asked in this community.

4. Other comments:

Capacity Test of CLIP Dug-Wells

WELL ID K-004

Date of test: Names on team: 01 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Laadua Well ID (Name) K-004 Picture no: K-004_ … Well Coordinates UTM X (East): 790949 UTM Y (North): 1118757 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.00 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 4.5 14 – 4.5 = 9.5 Depth from point of measurement (PM) to terrain [m]: 0.35 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Water level is below the pump inlet.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. Freq. 300 Hz

Clock reading at starting: litres/bucket:

Water table readings Initial wt [m]

13.4

After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished:

Notes: The water column is very small and no pump test is performed at this well. 3. Other collected data 3.1) Geological rock type: Pale greenish grey mudstone, slightly weathered. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source:

Question was not answered

Other water sources in the neighborhood?

A stream. A dam in another community.

How far away are they?

Question was not asked in this community

Is it always access to this alternative water source?

Yes.

3.3) Villagers experience and opinions Is the yield acceptable? The yield is acceptable only in the rainy season. Does it run dry? The well runs dry in the dry season. Is it sensitive for high utilization only in the dry season? Yes. Is the pump always accessible or is it open during certain hours only?

If the community has a maintenance account, how much on the account? Who is managing the account?

The pump is always accessible and open to everyone, but sometimes they lock it for the water to increase in the well. Yes, there is a maintenance account with GHc 200.00 Question was not asked in this community.

4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-005

Date of test: Names on team: 02 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Jakpagyili Well ID (Name) K-005 Picture no: K-005_ … Well Coordinates UTM X (East): 793262 UTM Y (North): 1112539 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 10.62 of construction [m]: 10.10 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 3 10.62 – 3 = 7.62 Depth from point of measurement (PM) to terrain [m]: 0.65 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.10 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 09:35 pump for No of buckets: litres/bucket: 16 60 min. 38 buckets + 11 liters Freq. 300 Hz

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 44min After 60min

9.58 9.77 9.99 10.16 10.34 10.39

Total volume [l]: 619 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 11.20

Water table [m] 10.39 10.37 10.36 10.36 10.35 10.33 10.32

Notes: The pump started to suck air after 44minutes and the pump test was then stopped.

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

Annex 2 Karaga Site Reports.doc

A dam and a borehole in another community. The dam is about 7miles away.

Is it always access to this alternative The question was not answered in water source? this community. 3.3) Villagers experience and opinions Is the yield acceptable? The yield is very low in the dry season. Does it run dry? The well does not run completely dry. Is it sensitive for high utilization only The well is very sensitive for many in the dry season? users only in the dry season. Is the pump always accessible or is it open during certain hours only?

If the community has a maintenance account, how much on the account? Who is managing the account?

3. Other collected data 3.1) Geological rock type: Greenish grey siltstone, fresh and fine grained, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Question was not answered

During the dry season, the pump is locked for two days and open for one day and then locked again for two days. The community uses the other water sources when the pump is locked. Yes, there is a maintenance account with GHc 150.00 Question was not asked in this community.

4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-006

Date of test: Names on team: 02 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Goriguyili Well ID (Name) K-006 Picture no: K-006_ … Well Coordinates UTM X (East): 791266 UTM Y (North): 1110052 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 11.25 of construction [m]: 10.50 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 3.5 11.25 – 3.5 = 7.75 Depth from point of measurement (PM) to terrain [m]: 0.63 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.10 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 15

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 12:10 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 50 buckets + 12 liters Hz

Water table readings

Initial wt [m]

10.10

After 10min After 20min After 30min After 40min After 50min After 60min

10.23 10.36 10.49 10.62 10.75 10.87

Total volume [l]: 812 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 14:11

Water table [m] 10.87 10.85 10.84 10.83 10.82 10.82 10.81

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they? Is it always access to this alternative water source?

A borehole in a neighboring community. The question was not answered in this community.

The question was not answered in this community. 3.3) Villagers experience and opinions Is the yield acceptable? The yield is very low in the dry season. Does it run dry?

The well does not run completely dry.

Is it sensitive for high utilization only in the dry season

Water from this well is not enough for the whole community in the dry season. In the dry season is the pump locked after the morning fetch and opens again the next morning. Yes, there is a maintenance account with GHc 170.00

Is the pump always accessible or is it open during certain hours only? If the community has a maintenance account, how much on the account?

Notes: None.

Who is managing the account?

3. Other collected data 3.1) Geological rock type: Dark grey siltstone, fresh and poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

4. Other comments: None.

Annex 2 Karaga Site Reports.doc

100 people

Question was not asked in this community.

Capacity Test of CLIP Dug-Wells

WELL ID K-007

Date of test: Names on team: 02 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Vawari Well ID (Name) K-007 Picture no: K-007_ … Well Coordinates UTM X (East): 788225 UTM Y (North): 1108719 Photos and sketch of well:

(1) Depth of well Measured [m]: 11.71 (2) Depth [m] of Unlined section: concrete lining (*) 3.5 Depth from point of measurement (PM) to terrain [m]: Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining.

Depth recorded at the time of construction [m]: 13.0 Depth [m]: (1) – (2) = 11.71 – 3.5 = 8.21 0.63 Max. diameter [m] (***): 0.15 Min. diameter [m] (***):

(**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: The water level is below pump inlet.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. Freq. 300 Hz

Clock reading at starting: litres/bucket:

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50min After 60min

Total volume [l]:

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

200 people A borehole in another community.

How far away are they?

The question was not asked in this community. Is it always access to this The question was not asked in this alternative water source? community. 3.3) Villagers experience and opinions Is the yield acceptable? No.

Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: The water column is too small to measure the water table, and no pump test is performed. 3. Other collected data 3.1) Geological rock type: Dark grey. fresh siltstone, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

Does it run dry?

The well runs dry shortly after the dry season starts around November.

Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only? If the community has a maintenance account, how much on the account?

The well is completely dry in the dry season. The pump is always open.

Who is managing the account?

Yes, there is a maintenance account with GHc 80.00 Question was not asked in this community.

4. Other comments: The cover slab for the access hole is missing.

Capacity Test of CLIP Dug-Wells

WELL ID K-008

Date of test: Names on team: 03 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Achiriyili Well ID (Name) K-008 Picture no: K-008_ … Well Coordinates UTM X (East): 793851 UTM Y (North): 1109477 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 12.55 of construction [m]: 12.5 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 3.5 12.55 – 3.5 = 9.05 Depth from point of measurement (PM) to terrain [m]: 0.56 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.11 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 16

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 09:00 pump for No of buckets: litres/bucket: 16 60 min. 54 buckets + 12 liters Freq. 300 Hz

Water table readings Initial wt [m]

9.36

After 10min After 20min After 30min After 40min After 50min After 60min

9.54 9.70 9.86 10.03 10.19 10.33

Total volume [l]: 876 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 11:00

Water table [m] 10.33 10.31 10.30 10.29 10.27 10.26 10.25

Notes: None. 3. Other collected data 3.1) Geological rock type: Dark grey, fresh siltstone, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they? Is it always access to this alternative water source?

117 people Small ponds and a borehole in another community. The question was not answered in this community. The question was not answered in this community.

3.3) Villagers experience and opinions Is the yield acceptable? The yield is low during the dry season. Does it run dry? The well does not run completely Is it always sensitive for high dry. utilization in terms of fast lowering of water level when many users or The well is sensitive for many users only sensitive in the dry season? only during the dry season. Is the pump always accessible or is it During the dry season the pump is open during certain hours only? locked for about two days, and then opens for one day and again locked for two days. If the community has a maintenance There is no bank account, but the account, how much on the account? community have made contributions for maintenance of the well and hold an amount of GHc 140.00 Who is managing the account? Question was not asked in this community. 4. Other comments: None

Annex 2 Karaga Site Reports.doc

Capacity Test of CLIP Dug-Wells

WELL ID K-009

Date of test: Names on team: 03 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Tindang Well ID (Name) K-009 Picture no: K-009_ … Well Coordinates UTM X (East): 794065 UTM Y (North): 1108165 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 12.55 of construction [m]: 12.2 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 3.5 12.55 – 3.5 = 9.05 Depth from point of measurement (PM) to terrain [m]: 0.63 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.11 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 15.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. Freq. 300 34 buckets Hz

Clock reading at starting: 11:31 litres/bucket: 16

Water table readings Initial wt [m]

11.56

After 10min After 20min After 30min After 37min After 50min After 60min

11.75 11.93 12.10 12.23

Total volume [l]: 544 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 13:09

How far away are they?

62 people A shallow well. The question was not answered in this community.

Is it always access to this The question was not answered in this alternative water source? community. 3.3) Villagers experience and opinions Is the yield acceptable? The yield is very low during the dry season.

Water table [m] 12.23

Does it run dry?

The well does not run completely dry.

12.23 12.23 12.22 12.21 12.20 12.19

In the dry season many of the users have to wait for some time for the well to give water. During the dry season the pump is locked after the morning fetch until the next day.

Who is managing the account?

Question was not asked in this community.

Notes: The pump started to suck air after 37minutes and the pump test was stopped 3. Other collected data 3.1) Geological rock type: Greenish grey, fresh siltstone, poorly micaceous. Oti Group. Formation- Pandjari - Bimbilla

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

Yes, there is a maintenance account with GHc 100.00

4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-010

Date of test: Names on team: 03 Feb 2012 Sandow, Abdul-Rahman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Namgbani Well ID (Name) K-010 Picture no: K-010_ … Well Coordinates UTM X (East): 792836 UTM Y (North): 1105683 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 12.37 of construction [m]: 12.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 3.0 12.37 – 3.0 = 9.37 Depth from point of measurement (PM) to terrain [m]: Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2008 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 15.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 13:58 pump for No of buckets: litres/bucket: 16 60 min. 53 buckets + 4 liters Freq. 300 Hz

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50min After 60min

10.20 10.37 10.54 10.72 10.87 11.02 11.14

Total volume [l]: 868 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 15:58

Water table [m] 11.14 11.15 11.13 11.11 11.09 11.07 11.05

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

A borehole close by. The question was not answered in this community.

The well does not run completely dry.

The well is sensitive for many users in the dry season. During the dry season the pump is locked after the morning fetch until the next day. No

Notes: None.

Who is managing the account?

3. Other collected data 3.1) Geological rock type: Pale dark grey, fresh siltstone, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

4. Other comments: None.

Annex 2 Karaga Site Reports.doc

141 people

Question was not asked in this community.

Capacity Test of CLIP Dug-Wells

WELL ID K-011

Date of test: Names on team: 06 Feb 2012 Sandow, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Bagri-Sugri 2 Well ID (Name) K-011 Picture no: K-011_ … Well Coordinates UTM X (East): 784955 UTM Y (North): 1127079 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 15.6 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 4 15.6 – 4 = 11.6 Depth from point of measurement (PM) to terrain [m]: 0.67 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.15 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2004 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 12.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 09:00 pump for No of buckets: litres/bucket: 16 60 min. 54 buckets + 1.5 liters Freq. 300 Hz

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50min After 60min

11.66 11.73 11.77 11.85 11.91 11.98 12.04

Total volume [l]: 865.5 Recovery observation every 10 min for 60min

Water table [m] 12.04

Initial wt (same as after 60min pumping) After 10 min 12.03 After 20 min 12.02 After 30 min 12.02 After 40 min 12.02 After 50 min 12.01 After 60 min 12.01 Clock reading when finished: 11:00 Notes: The water has a white color. It seems a bit strange the recovery is very low, when water trickles in by the side of the walls of the well all the time. 3. Other collected data 3.1) Geological rock type: Deep brown siltstone, highly siliceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

How far away are they?

760 people Another well close by (Bagri-Sugri I), a stream and a shallow well. The question was not answered in this community.

The well does not run completely dry.

Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only?

The well is sensitive for many users in the dry season. During the dry season the pump is locked for two days and then open for one day and then closed for another two days again. Yes, there is a maintenance account with GHc 60.00

If the community has a maintenance account, how much on the account? Who is managing the account?

The WATSAN committee.

4. Other comments: Same community as K-012.

Capacity Test of CLIP Dug-Wells

WELL ID K-012

Date of test: Names on team: 06 Feb 2012 Sandow, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Bagri-Sugri 1 Well ID (Name) K-012 Picture no: K-012_ … Well Coordinates UTM X (East): 786211 UTM Y (North): 1126994 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 15.0 of construction [m]: 14.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 2.5 15.0 – 2.5 = 12.5 Depth from point of measurement (PM) to terrain [m]: 0.98 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.15 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2004 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 17

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 11:43 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 45 buckets + 13 liters Hz

Water table readings

Initial wt [m]

11.27

After 10min After 20min After 30min After 37min After 50min After 60min

11.39 11.50 11.60 11.70 11.79 11.89

Total volume [l]: 733

Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 13:44

Water table [m] 11.89 11.88 11.88 11.88 11.88 11.88 11.88

Notes: None. 3. Other collected data 3.1) Geological rock type: Brownish grey, fresh siltstone. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

760 people (same community as K011) Another well close by (Bagri-Sugri II), a stream and a shallow well.

How far away are they?

The question was not answered in this community.

Is it always access to this Yes, but the shallow wells dries out in alternative water source? the dry season. 3.3) Villagers experience and opinions Is the yield acceptable? The yield is low during the dry season. Does it run dry?

The well does not run completely dry.

Is it sensitive for high utilization only in the dry season?

The well is sensitive for many users in the dry season is not sufficient for all in the community during the dry season. During the dry season the pump is locked for two days and then open for one day and then closed for another two days again. Yes, there is a maintenance account with GHc 60.00

Is the pump always accessible or is it open during certain hours only? If the community has a maintenance account, how much on the account? Who is managing the account?

The WATSAN committee. .

4. Other comments: Same community as K-011.

Capacity Test of CLIP Dug-Wells

WELL ID K-013

Date of test: Names on team: 06 Feb 2012 Sandow, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Achinayili Well ID (Name) K-013 Picture no: K-013_ … Well Coordinates UTM X (East): 801974 UTM Y (North): 1115200 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 13.6 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 2.5 13.6 – 2.5 = 11.1 Depth from point of measurement (PM) to terrain [m]: 0.52 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.15 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2005 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: The water level is below pump inlet.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. Freq. 300 Hz

Clock reading at starting: litres/bucket:

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50min After 60min

13.54

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: The water column is too small to perform any well pumping test. 3. Other collected data 3.1) Geological rock type: Dark brown, fresh, siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

390 people Another well and a borehole.

The question was not answered in this community. Is it always access to this The other well dries up and the yield alternative water source? by the borehole is low in the dry season. 3.3) Villagers experience and opinions Is the yield acceptable? The yield is low and not sufficient for the whole community during the dry season. Does it run dry? The well does not run completely dry. Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only?

If the community has a maintenance account, how much on the account? Who is managing the account?

The well is very sensitive for many users in the dry season. The pump is always open, but the water from the well is rationed during the dry season, and them who donâ&#x20AC;&#x2122;t get water from this well have to go to the other water sources. Yes, there is a maintenance account with GHc 60.00 The question was not asked in this community.

4. Other comments: The cover slab for the access hole is missing.

Annex 2 Karaga Site Reports.doc

Capacity Test of CLIP Dug-Wells

WELL ID K-014

Date of test: Names on team: 07 Feb 2012 Sandow, Abdul-Rahaman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Yidua Well ID (Name) K-014 Picture no: K-014_ … Well Coordinates UTM X (East): 791560 UTM Y (North): 1108643 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.83 of construction [m]: 14.5 (2) Depth [m] of Unlined section: Depth (m): (1) – (2) = concrete lining (*) 4.5 14.83 – 4.5 = 10.33 Depth from point of measurement (PM) to terrain [m]: 0.48 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.16 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2005 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 8.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well with the hand pump Empty the buffer Water table Pump with the hand pump Initial water table 14.24 until water reaches the After 10min 14.61 pump inlet and the pump After 14min 14.70 starts to suck air. After 30min Measure the buffer volume. Buffer volume: 19 buckets + 10 liters Start time: 08:56 314 liters Stop time: 09:10 Continue pumping with the Volume after 30min: 20 liters hand pump for 30min Water table After 10min 14.70 After 20min 14.70 After 30min 14.70 Recovery readings for 60min --- Water table Initial wt (same as after 30min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min

Clock reading when recovery phase starts: 09:41 14.70

14.68 14.67 14.66 14.65 14.64 14.63 Clock reading when finished: 10:41 Notes: The water level too low to allow for test pumping with MP1 pump. 3. Other collected data 3.1) Geological rock type: Dark greenish, grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

78 people A shallow well. 1.5 km from the community.

The question was not asked in this Is it always access to this community. alternative water source? 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is acceptable during the rainy season but goes low in the dry season. Does it run dry? Well does not run completely dry. Is it sensitive for high utilization only in the dry season? Yes. Is the pump always accessible or Pump is always open, but they leave is it open during certain hours the well for some time in the dry only? season for it to give water. If the community has a There is a maintenance account with maintenance account, how much an amount of GHc. 100.00 on the account? Who is managing the account?

The WATSAN committee.

4. Other comments: Water from this well is not sufficient for all during the dry season and the community members then depend on the shallow wells.

Capacity Test of CLIP Dug-Wells

WELL ID K-015

Date of test: Names on team: 07 Feb 2012 Sandow, Abdul-Rahaman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Bilsinayili Well ID (Name) K-015 Picture no: K-015_... Well Coordinates UTM X (East): 787952 UTM Y (North): 1113399 Photos and sketch of well:

(1) Depth of well Measured [m]: 10.42 (2) Depth [m] of Unlined section: concrete lining (*) 5.0 Depth from point of measurement (PM) to terrain [m]: Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2005 – Phase II (*) Can be measured only if water table is below the lining.

Depth recorded at the time of construction [m]: 10.0 Depth (m): (1) – (2) = 10.42 – 5.00 = 5.42 0.68 Max. diameter [m] (***): 0.16 Min. diameter [m] (***):

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 7

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well with the handpump Empty the buffer Water table Pump with the hand pump Initial water table 9.85 until water reaches the pump After 10min 10.05 inlet and the pump starts to After 17min 10.18 suck air. After 30min Measure the buffer volume. Buffer volume: 18 buckets + 5 liters Start time: 11:26 293 liters Stop time: 11:43 Continue pumping with the Volume after 30min: 27 liters hand pump for 30min Water table After 10min 10.19 After 20min 10.19 After 30min 10.19 Recovery readings for 60min -- Water table Initial wt (same as after 30min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min

Clock reading when recovery phase starts: 12:15 10.19

10.18 10.17 10.16 10.15 10.15 10.14 Clock reading when finished: 13:15 Notes: Water level too low to allow well test pumping with the MP1 pump. 3. Other collected data 3.1) Geological rock type: Dark greenish, grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

170 people A borehole and shallow wells 3 km to the borehole and 1 km to the shallow wells

Is it always access to this alternative water source?

They get water from the borehole all year round but the shallow wells dry up two months to the end of the dry season 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is acceptable during the rainy season but goes down during the dry season. The community depends on the borehole during dry season. Does it run dry? Well does not run completely dry. Is it sensitive for high utilization only in the dry season? Yes Is the pump always accessible or Pump is always open but the well is left is it open during certain hours alone for a day, and the households only? fetch in turns. If the community has a There is a maintenance account with an maintenance account, how much amount of GHc. 140.00 on the account? Who is managing the account? The WATSAN committee. 4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-016

Date of test: Names on team: 08 Feb 2012 Sandow, Abdul-Rahaman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Gushegu Community: Tandong Well ID (Name) K-016 Picture no: K-016_ … Well Coordinates UTM X (East): 775427 UTM Y (North): 1113882 Photos and sketch of well:

(1) Depth of well Measured [m]: 15.65 (2) Depth [m] of Unlined section: concrete lining (*) 5 Depth from point of measurement (PM) to terrain [m]: Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2006 – Phase III (*) Can be measured only if water table is below the lining.

Depth recorded at the time of construction [m]: 15.3 Depth (m): (1) – (2) = 15.65 - 5.00 = 10.65 0.75 Max. diameter [m] (***): 0.16 Min. diameter [m] (***):

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 8.5

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well with the handpump Empty the buffer Water table Pump with the hand pump Initial water table 15.12 until water reaches the After 2min 15.14 pump inlet and the pump After 20min starts to suck air. After 30min Measure the buffer volume. Buffer volume: 17.5 liters Start time: 09:07 Stop time: 09:09 Continue pumping with the Volume after 30min: 22 liters hand pump for 30min Water table After 10min 15.14 After 20min 15.14 After 30min 15.14 Recovery readings for 60min --- Water table Initial wt (same as after 30min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min

Clock reading when recovery phase starts: 09:39 15.14

15.12 15.11 15.10 15.09 15.07 15.06 Clock reading when finished: 10:39 Notes: Water level too low to allow well test pumping with the MP1 pump. 3. Other collected data 3.1) Geological rock type: Brown mudstone, fresh. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

300 people A borehole just next to the well and a dam 10 miles to the dam

Is it always access to this Yes, it is always access. The dam was alternative water source? used before the borehole was established 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is acceptable during the rainy season but goes low about two months up to the rainy season. Does it run dry?

Well does not run completely dry.

Is it sensitive for high Yes. utilization only in the dry season? Is the pump always accessible Pump is always open and used in the or is it open during certain mornings and evenings. hours only? If the community has a There is a maintenance account with an maintenance account, how amount of GHc. 120.00 much on the account? Who is managing the The WATSAN committee. account? 4. Other comments: Since water is not sufficient for all during the dry season the community members depend on water from the borehole. They sometimes leave the well to rest for a while, to be able to pump again.

Capacity Test of CLIP Dug-Wells

WELL ID K-017

Date of test: Names on team: 08 Feb 2012 Sandow, Abdul-Rahaman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Dibili Well ID (Name) K-017 Picture no: K-017_ … Well Coordinates UTM X (East): 777332 UTM Y (North): 1116520 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.50 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth (m): (1) – (2) = concrete lining (*) 4.5 14.50 - 4.50 = 10.0 Depth from point of measurement (PM) to terrain [m]: 0.78 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump Rope Pump X Depth setting of the handpump inlet (**) Date of Commission: 2006 – Phase III (Rope pump installed in 2009) (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 7

*) Expected yield 10 to 30 liters.

Notes: The pump is not working very well; screws are missing and the rope falls off unless you are careful and keep it straight.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well with the handpump Empty the buffer Water table Pump with the hand pump Initial water table 14.12 until water reaches the After 10min 14.34 pump inlet and the pump After 12min 14.35 starts to suck air. After 30min Measure the buffer volume. Buffer volume: 10 buckets + 8.5 liters Start time: 11.41 168.5 Stop time: 11.53 Continue pumping with the Volume after 30min: 2.5 liters hand pump for 30min Water table After 10min 14.37 After 20min 14.35 After 30min 14.35 Recovery readings for 60min --- Water table Initial wt (same as after 30min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min

Clock reading when recovery phase starts: 12.25 14.35

14.35 14.35 14.35 14.35 14.35 14.35 Clock reading when finished: 13.25 Notes: The well had been closed for four days prior our arrival. The water level is still too low to allow well test pumping with the MP1 pump. 3. Other collected data 3.1) Geological rock type: Dark greenish, grey fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

102 people A dam and shallow wells 4 miles to the dam and 1 km to shallow well

Is it always access to this alternative water source?

They get water from the dam all year round but the water from the shallow well dries up completely during the later parts of the dry season 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is acceptable during the rainy season but goes down from around Dec, Jan, up till the beginning of the rainy season. Does it run dry? Well does not run completely dry. Is it sensitive for high utilization only in the dry season? Yes Is the pump always accessible or During the dry season the pump locks is it open during certain hours after the morning fetch till the next only? morning. If the community has a There is a maintenance account with maintenance account, how much an amount of GHc. 180.00 on the account? Who is managing the account? The WATSAN committee. 4. Other comments: When the well opens in the mornings they get about 25 liters from it in the dry season.

Capacity Test of CLIP Dug-Wells

WELL ID K-018

Date of test: Names on team: 08 Feb 2012 Sandow, Abdul-Rahaman, Ubaida and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Gua Well ID (Name) K-018 Picture no: K-018_ … Well Coordinates UTM X (East): 779261 UTM Y (North): 1118161 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.28 of construction [m]: 16.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 2 14.28 - 2.0 = 12.28 Depth from point of measurement (PM) to terrain [m]: 0.36 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Bottom side of the well is muddy and pump inlet is covered with mud. The community will get a ladder and clean the mud and then seal the access hole again.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:14:50 pump for No of buckets: litres/bucket: 16 60 min. 52 buckets + 8 liters Freq. 300 Hz

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 58min

12.92 13.18 13.35 13.50 13.57 13.76

Total volume [l]:840 Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 16:53

Water table [m] 13.76 13.76 13.77 13.77 13.77 13.77 13.77 13.77

Notes: The pump started to suck air after 48min, it was lowered and the test continued. However the water table reading after 50min is missing, 3. Other collected data 3.1) Geological rock type: Dark greenish, grey mudstone, moderately fresh. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

165 people Shallow well and a stream 3 km to the stream and shallow well

How far away are they?

It is always access, but there is water in Is it always access to this the stream only in the rainy season. In the dry season they dig shallow wells alternative water source? along the bottom of the stream 3.3) Villagers experience and opinions Is the yield acceptable? The yield is sufficient for all users during the rainy season. It goes low around Dec till the rain season starts. Does it run dry?

Well does not run completely dry but the water level will sometimes be below the pump inlet so they cannot use the pump. Yes. Pump is locked after fetching in morning during the rainy season to prevent children from mishandling the pump. There is no maintenance account. However, when pump is broken there is a communal contribution for reparations.

4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-019

Date of test: Names on team: 19 Mar 2012 Toke, Ubaida, Fuseini and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Nangu Kpang 1 Well ID (Name) K-019 Picture no: K-019_ … Well Coordinates UTM X (East): 780754 UTM Y (North): 1103894 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 15.14 of construction [m]: 14.6 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 5 15.14– 5 = 10.14 Depth from point of measurement (PM) to terrain [m]: 0.58 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2006 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 14.5

*) Expected yield 10 to 30 liters.

Notes: The well was not in use by arrival, but 3 days ago when they got about 30 containers (750 l).

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 11.02 pump for No of buckets: litres/bucket: 16 60 min. 31 buckets and 15 liters Freq. 300 Hz

Total volume [l]: 511 l Clock reading, start of recovery Recovery phase: 11.41 observation Initial wt (same as after 60min every 10 pumping) min for After 10 min 60min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 12.42

Water table readings Initial wt [m] After 10min After 20min After 30min After 38min After 50min After 60min

14.25 14.48 14.69 14.90 15.09

Water table [m] 15.09 15.08 15.08 15.07 15.07 15.07 15.07

Notes: Pump started to suck air after 38 min and pump test was terminated. 3. Other collected data 3.1) Geological rock type: Dark grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

1081 people Another well, shallow wells, borehole. 100 m to the other well, 1 km to the shallow wells and 1 km to the borehole.

Is it always access to this Yes, all year round, but the shallow well alternative water source? dries out in the dry season. 3.3) Villagers experience and opinions Is the yield acceptable? Yield is acceptable in the rainy season but goes low in the dry season two months after the rain stops. Does it run dry? It does not run completely dry Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only? If the community has a maintenance account, how much on the account? Who is managing the account?

Yes. The well is locked for 5 days and open on the 6th day during the dry season. There is a maintenance account, but amount unknown. WATSAN Committee

4. Other comments: Same community as K-020.

Capacity Test of CLIP Dug-Wells

WELL ID K-020

Date of test: Names on team: 19 Mar 2012 Toke, Ubaida, Fuseini and Maria BASIC INSTALLATION DATA Well Location District: Karaga Community: Nangu Kpang 2 Well ID (Name) K-020 Picture no: K-020_ … Well Coordinates UTM X (East): 780798 UTM Y (North): 1103996 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.05 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 4.5 14.05– 4.5 = 9.55 Depth from point of measurement (PM) to terrain [m]: 0.23 Max. diameter [m] (***): Depth from PM to top of lining [m] 0.00 Min. diameter [m] (***): Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 16

*) Expected yield 10 to 30 liters.

Notes: The well was not in use by arrival, but yesterday when everybody got water.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for No of buckets: 60 min. 51 Freq. 300 Hz

Clock reading at starting: 13.01 litres/bucket: 16

Water table readings Initial wt [m] After 10min After 20min After 30min After 38min After 50min After 60min

11.34 11.53 11.66 11.77 11.87 11.99 12.09

Total volume [l]: 816 l Clock reading, start of recovery Water table [m] Recovery phase: 14.13 observation Initial wt (same as after 60min 12.09 every 10 pumping) min for After 10 min 12.02 60min After 20 min 11.98 After 30 min 11.94 After 40 min 11.90 After 50 min 11.85 After 60 min 11.83 Clock reading when finished: 15.13 Notes: The power to the converter fell out of the generator during the pump test, and the pump test started again 12 min later. 3. Other collected data 3.1) Geological rock type: Dark grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

1081 people Another well, shallow wells, borehole.

100 m to the other well, 1 km to the shallow wells and 1 km to the borehole. Is it always access to this Yes, all year round, but the shallow well alternative water source? dries out in the dry season. 3.3) Villagers experience and opinions Is the yield acceptable? Yield is acceptable in the rainy season but goes low in the dry season two months after the rain stops. Does it run dry? It does not run completely dry Is it sensitive for high utilization only in the dry Yes. season? Is the pump always accessible The well is locked for 2 days and opens or is it open during certain on the 3rd day during the dry season, hours only? where it is open from morning until evening. If the community has a There is a maintenance account, but maintenance account, how amount unknown. much on the account? Who is managing the WATSAN Committee account? 4. Other comments: Same community as K-019.

Capacity Test of CLIP Dug-Wells

WELL ID K-021

Date of test: Names on team: 30 Mar 2012 Toke, Ubaida and Sandow BASIC INSTALLATION DATA Well Location District: Karaga Community: Fatelangyili Well ID (Name) K-021 Picture no: K-021_ … Well Coordinates UTM X (East): 781258 UTM Y (North): 1090753 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 13.78 of construction [m]: 15.0 (2) Depth [m] of Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 2.0 13.78 – 2.0 = 11.78 Depth from point of measurement (PM) to terrain [m]: 0.82 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] 0.0 Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the hand pump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 15

*) Expected yield 10 to 30 liters.

Notes: The well was not in use by arrival, but 5 months ago. The stopped using the pump because the yield is too low.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well with the handpump Empty the buffer Water table Pump with the hand pump until Initial water table 13.48 water reaches the pump inlet After 1min 13.49 and the pump starts to suck air. After 20min Measure the buffer volume. After 30min Start time: 08:15 Buffer volume: 8 liters Stop time: 08:16 Continue pumping with the hand pump for 30min

Volume after 30min: 1 liters After 10min After 20min After 30min

Recovery readings for 60min --Water table Initial wt (same as after 30min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min

Water table 13.49 13.49 13.49

Clock reading when recovery phase starts: 08:48 13.49

13.49 13.49 13.49 13.49 13.49 13.49 Clock reading when finished: 09:48 Notes: Water level too low to allow well test pumping with the MP1 pump. 3. Other collected data 3.1) Geological rock type: Dark gey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

Not known. A borehole and a shallow well. Shallow well is 800 m away and the borehole is in the community (500 m away from well).

Is it always access to this Yes, although there is a lot of pressure alternative water source? on the borehole. 3.3) Villagers experience and opinions Is the yield acceptable? Yield is acceptable during the rainy season, but in dry season the yield is too low a month after the rain. Does it run dry?

It does not run completely dry

Yes

Who is managing the account?

WATSAN Committee

The pump is always open.

There is a maintenance account with GHc 350.

4. Other comments: None.

Capacity Test of CLIP Dug-Wells

WELL ID K-022

Date of test: Names on team: 16 April 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Tangyili Well ID (Name) K-022 Picture no: Well Coordinates UTM X (East): 0781580 UTM Y (North): 1114205 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 15.16 of construction [m]: 15.0 (2) Depth [m] of 6 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 15.16-6.0= 9.16 Depth from point of measurement (PM) to terrain [m]: 0.31 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2006 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Pump inlet could not reach water level.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:10:59 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 Pump inlet could not reach water Hz level.

Water table readings

Initial wt [m]

14.87

After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: Water level too low to allow well test pumping with the MP1 pump. 3. Other collected data 3.1) Geological rock type: Grey fresh siltstone, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

150 people Three boreholes and another well.

Two of the boreholes and the other well are close to the CLIP well and the other borehole is in another community 1 km away. Is it always access to this -They have access to water from the borehole alternative water source? in the other community all year round but the boreholes and the well in their community water goes low during the dry season. 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season but in the dry season the well Does it run dry? yield goes low two weeks after the stop of the rains. However the well does not run completely Is it sensitive for high utilization dry. only in the dry season? The well is sensitive to high utilization only in the dry season. Is the pump always accessible or is it open during certain hours only? The pump is always open. How far away are they?

If the community has a maintenance account, how much on the account? Who is managing the account?

No maintenance account.

4. Other comments: The well was not in use when we arrived. The last time the well was used was two weeks ago. They get about 4-5 containers of water daily from the well during the dry season.

Capacity Test of CLIP Dug-Wells

WELL ID K-023

Date of test: Names on team: 16 April 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Dibulo Well ID (Name) K-023 Picture no: Well Coordinates UTM X (East): 0782901 UTM Y (North): 1097810 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 14.12 of construction [m]: 15.2 (2) Depth [m] of 5.5 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 14.12-5.5= 8.62 Depth from point of measurement (PM) to terrain [m]: 0.23 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2006 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Access hole was open and the cover slab was broken into pieces. The well was dry.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting: 12:03 pump for 60 No of buckets: litres/bucket: 16 min. Freq. 300 Hz The well was dry and the pump was broken.

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: The well was dry. 3. Other collected data 3.1) Geological rock type: Greenish grey, moderately weathered siltstone with thin layers of feldspar. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

75 people A dam and a borehole from another community.

The dam is 50 meters away from the well and the borehole is 1 km away. Is it always access to this -Water from the dam dries up in the alternative water source? dry season but the get water from the borehole all year round. 3.3) Villagers experience and opinions Is the yield acceptable? Well yield is low during the dry season but in the rainy season the well yield is good and water level is acceptable. Does it run dry? The well was completely dry. Is it sensitive for high utilization -Well is sensitive to high utilization in only in the dry season? the dry season. Is the pump always accessible or The pump is open always. is it open during certain hours only? How far away are they?

If the community has a maintenance account, how much on the account? Who is managing the account?

No maintenance account.

4. Other comments: Well was not in use when we arrived. The well was also completely dry and the last time the well was used was two months ago.

Capacity Test of CLIP Dug-Wells

WELL ID K-024

Date of test: Names on team: 16 April 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Shebo Well ID (Name) K-024 Picture no: Well Coordinates UTM X (East): 0787580 UTM Y (North): 1097810 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 15.82 of construction [m]: 18.0 (2) Depth [m] of 2.5 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 15.82-2.5=13.32 Depth from point of measurement (PM) to terrain [m]: 0.40 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2007 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * 13

*) Expected yield 10 to 30 liters.

Notes: None.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for 60 min. No of buckets: Freq. 300 53*16+4= Hz

Clock reading at starting:13:21

Water table readings

litres/bucket: 16

Initial wt [m]

9.45

After 10min After 20min After 30min After 40min After 50 min After 60min

9.65 9.85 10.08 10.29 10.48 10.67

Total volume [l]: 852 14:21 Recovery Initial wt (same as after 60min observation pumping) every 10 After 10 min min for After 20 min 60min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: 15:21

Water table [m] 10.67 10.65 10.65 10.65 10.64.5 10.64 10.63.5

Notes: None. 3. Other collected data 3.1) Geological rock type: Greenish grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

200 people Two boreholes 50 meters away from the well. They have access to water from this alternative water source all year round.

Is it always access to this alternative water source? 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season but in the dry season the well yield is low. The current increase in water level is due to the recent rains in the area. Does it run dry? -The well does not run completely dry. Is it sensitive for high utilization only -Well is sensitive to high utilization in the dry season? only during the dry season Is the pump always accessible or is it Pump is open all day open during certain hours only? If the community has a maintenance No maintenance account. account, how much on the account? Who is managing the account? 4. Other comments: The well was not in use when we arrived. However, it was used earlier in the morning and they fetched about 5-10 buckets. The recent rains has changed the color of the water so the people fetch from the boreholes and use the well less. But they said after some time the water color will be ok.

Capacity Test of CLIP Dug-Wells

WELL ID K-025

Date of test: Names on team: 17 April 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Kutigu-Tindang Well ID (Name) K-025 Picture no: Well Coordinates UTM X (East): 08088616 UTM Y (North): 1120440 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Measured [m]: 11.0 of construction [m]: 10.8 (2) Depth [m] of 5 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 11.0-5.0= 6.0 Depth from point of measurement (PM) to terrain [m]: 0.58 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the handpump inlet (**) Date of Commission: 2003 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Inlet above water level.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:11:30 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 Not possible to measure water Hz level.

Water table readings

Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: Water level too low to be measured, and well test pumping not possible with neither with MP1 pump nor with handpump. 3. Other collected data 3.1) Geological rock type: Grey fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they? Is it always access to this alternative water source?

250 people A stream and a borehole The stream is 5 km away and the borehole is 2 km away. -They have access to water from the stream all year round but only have access to water from the borehole only if they make yearly contributions to the community.

3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season, but in the dry season the well yield goes low. Does it run dry? -The well does not run dry. Is it sensitive for high utilization -They well is also sensitive to high only in the dry season? utilization only in the dry season. Is the pump always accessible or is Pump is open all day. it open during certain hours only? If the community has a There is a maintenance account. maintenance account, how much GHc. 50.00 on the account? Who is managing the account? WATASN Committee 4. Other comments: The well was not in use when we arrived. The last time the well was used heavily were three months ago. They get about 4-5 buckets in the peak of the dry season. For now, it is only the farmers, who use the well occasionally on their way to their farm.

Capacity Test of CLIP Dug-Wells

WELL ID K-026

Date of test: Names on team: 18 04 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Dibili-Yepala Well ID (Name) K-026 Picture no: Well Coordinates UTM X (East): 0777465 UTM Y (North):1117033 Photos and sketch of well:

(1) Depth of well Depth recorded at the time Missing Measured [m]: 14.68 of construction [m]: info. (2) Depth [m] of 4.5 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 14.68- 4.5= 10.18 Depth from point of measurement (PM) to terrain [m]: 0.62 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump Rope Pump X Depth setting of the handpump inlet (**) Date of Commission: E4L – 2010/2011 (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Test not possible because rope was removed from the pump.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume with MP1 pump for 60 min. No of buckets: Freq. 300 34*16+8= Hz

Clock reading at starting:08:44

Water table readings

litres/bucket: 16

Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 60min

14.09 14.21 14.33 14.46 14.57

Total volume [l]: 552 09:24 Water table [m] Recovery Initial wt (same as after 60min 14.57 observation pumping) every 10 After 10 min 14.57 min for After 20 min 14.57 60min After 30 min 14.57 After 40 min 14.56 After 50 min 14.56 After 60 min 14.56 Clock reading when finished: 10:24 Notes: The pump suck water after 40 min, and pumping was terminated. 3. Other collected data 3.1) Geological rock type: Greyish brown moderately, weathered siltstone. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? -How far away are they?

150 people A dam and a stream

-3 km to the dam and the stream is 100 meters away. -They have access to water from the Is it always access to this dam all year round but only get access alternative water source? to water from the stream when it starts to rain. 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season but in the dry season the well yield is low. Does it run dry? However the well does not run completely dry. Is it sensitive for high utilization -Well is also sensitive to high utilization only in the dry season? only during the dry season. Is the pump always accessible or Pump is open all day. is it open during certain hours only? If the community has a There is a maintenance account, and maintenance account, how much with GHc. 38.00 on the account? Who is managing the account? WATSAN Committee. 4. Other comments: The well was not in use when we arrived. The last time the well was used was a day before. Not many people use the well currently because of the recent rains the stream has water. The access hole was open and they use buckets to fetch.

Capacity Test of CLIP Dug-Wells

WELL ID K-027

Date of test: Names on team: 18 04 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Gbutugu Well ID (Name) K-027 Picture no: Well Coordinates UTM X (East):0771434 UTM Y (North): 1115824 Photos and sketch of well:

(1) Depth of well Measured [m]:

15.06 3.5

Depth recorded at the time Missing of construction [m]: info. Unlined section: Depth [m]: (1) – (2) = 15.06 – 3.5 = 11.56

(2) Depth [m] of concrete lining (*) Depth from point of measurement (PM) to terrain [m]: Depth from PM to top of lining [m] Type of Handpump Nira Pump Rope Pump X Depth setting of the handpump inlet (**) Date of Commission: E4L – 2010/2011 (*) Can be measured only if water table is below the lining.

0.60

Max. diameter [m] (***): Min. diameter [m] (***):

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Nearly dry – could not reach water level.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Volume No of buckets:

Clock reading at starting:12:15 litres/bucket: 16

Water table readings Initial wt [m] After 10min After 20min After 30min After 40min After 50 min After 60min

Total volume [l]: Water table [m] Recovery observation every 10 min for 60min

Initial wt (same as after 60min pumping) After 10 min After 20 min After 30 min After 40 min After 50 min After 60 min Clock reading when finished: Notes: Not possible to measure the water level â&#x20AC;&#x201C; too low to allow any pumping. 3. Other collected data 3.1) Geological rock type: Dark grey, fresh siltstone. Poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

100 people. Shallow wells. 50 meters away from the community.

How far away are they?

They only have access to water from Is it always access to this the shallow wells when it rains, but in the dry season the shallow wells dries alternative water source? up. 3.3) Villagers experience and opinions Is the yield acceptable? Well yield is only acceptable during the rainy season. In the dry season the well yield is low. Does it run dry? Well does not run dry. Is it sensitive for high utilization only in the dry season? Yes. Is the pump always accessible or Pump is open all day. is it open during certain hours only? If the community has a No maintenance account. maintenance account, how much on the account? Who is managing the account? 4. Other comments: Well was not in use when we arrived. However it was used earlier in the morning and they fetch between 5-10 containers.

Capacity Test of CLIP Dug-Wells

WELL ID K-028

Date of test: Names on team: 18 04 2012 Sandow and Ubaida BASIC INSTALLATION DATA Well Location District: Karaga Community: Yillang Well ID (Name) K-028 Picture no: Well Coordinates UTM X (East):0768968 UTM Y (North): 1115448 Photos and sketch of well:

(1) Depth of well 14.20 Depth recorded at the time Missing Measured [m]: of construction [m]: info. (2) Depth [m] of 3 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 14.20 – 3 = 11.2 Depth from point of measurement (PM) to terrain [m]: 0. 49 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump Rope Pump X Depth setting of the handpump inlet (**) Date of Commission: 2009 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: Rope-pump was broken down. (Rope is seen on the Photo)

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:13:13 pump for 60 min. No of buckets: litres/bucket: 16 Freq. 300 60*16+7.5 liters Hz

Water table readings

Initial wt [m]

3.46

After 10min After 20min After 30min After 40min After 50 min After 60min

3.58 3.70 3.83 3.96 4.10 4.19

Total volume [l]: 967.5 14:13 Water table [m] Recovery Initial wt (same as after 60min 4.19 observation pumping) every 10 After 10 min 4.18 min for After 20 min 4.18 60min After 30 min 4.18 After 40 min 4.18 After 50 min 4.18 After 60 min 4.18 Clock reading when finished: 15:13 Notes: The cover slab to access hole of this well was broken and missing. Also the rope pump was broken down. The top slab covering the well was broken but still on top of the well. 3. Other collected data 3.1) Geological rock type: Greenish, grey, fresh siltstone, poorly micaceous. Oti Group. Formation: Pandjari-Bimbilla.

Annex 2 Karaga Site Reports.doc

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

75 people Dam 3 km away from the community. They have access to this alternative water source all year round.

Is it always access to this alternative water source? 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season, but in the dry season the well yield is low. Does it run dry? Well does not run completely dry. Is it sensitive for high utilization only in the dry season? Yes. Is the pump always accessible or is The well is locked for two days and it open during certain hours only? opened on the third day during the dry season. If the community has a There is a maintenance account. maintenance account, how much GHc. 200.00 on the account? Who is managing the account? WATSAN Committee. 4. Other comments: The well was not in use when we arrived. However it was used in the morning. Because of the recent rains well yield has increased and the water is sufficient for all. But during the dry season, they lock the well for two days and open it on the third day but not all the women get water on this day.

Capacity Test of CLIP Dug-Wells Date of test: Names on team: 8 05 2012 Sandow BASIC INSTALLATION DATA Well Location District: Karaga Well ID (Name) K-029 Well Coordinates UTM X (East):0764975 Photos and sketch of well:

WELL ID K-029

Community: Tuyini Picture no: UTM Y (North): 1100344

(1) Depth of well Depth recorded at the time Measured [m]: 9.80m of construction [m]: 15.0 (2) Depth [m] of 4m Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 5.80m 9.80 – 4 = 5.80 Depth from point of measurement (PM) to terrain [m]: 0. 49 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump X Rope Pump Depth setting of the 9.0m handpump inlet (**) Date of Commission: 2004 – Phase II (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: No reason given by field team for not having tested the pump?

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:11:17 pump for No of buckets: litres/bucket: 16 60 min. 65*16+6.0 liters Freq. 300 Hz

Water table readings Initial wt [m]

8.06

After 10min After 20min After 30min After 40min After 50 min After 60min

8.16 8.24 8.33 8.44 8.54 8.63

Total volume [l]: 838 12.17 Water table [m] Recovery Initial wt (same as after 60min 8.63 observation pumping) every 10 After 10 min 8.63 min for After 20 min 8.62 60min After 30 min 8.61 After 40 min 8.61 After 50 min 8.61 After 60 min 8.60 Clock reading when finished: 13:17 Notes: No information given by the field team on the technical status of the well. Photoâ&#x20AC;&#x2122;s give no information on whether there is an access hole?

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood?

820 people Two BHs and a Dam (All seasonal) BHs are within and Dam is 1 km away.

How far away are they?

They have access to this alternative Is it always access to this water source but all produce seasonal alternative water source? yields. 3.3) Villagers experience and opinions Is the yield acceptable? The well yield is only acceptable during the rainy season, but in the dry season the well yield is low. Does it run dry? Yes. Is it sensitive for high utilization only in the dry season? Is the pump always accessible or is it open during certain hours only? If the community has a maintenance account, how much on the account?

Yes. The well is always open to users.

There is a maintenance account with an amount of GHc. 45.00 The WATSAN Committee.

Who is managing the account? 3. Other collected data 3.1) Geological rock type: Brown, fresh, fine grained feldspathic sandstone, poorly micaceous. Oti Group. Formation: Pandjari â&#x20AC;&#x201C; Bimbilla.

Annex 2 Karaga Site Reports.doc

4. Other comments: None.

Capacity Test of CLIP Dug-Wells Date of test: Names on team: 8 05 2012 Sandow BASIC INSTALLATION DATA Well Location District: Karaga Well ID (Name) K-030 Well Coordinates UTM X (East):0778163 Photos and sketch of well:

WELL ID K-030

Community: Tong Picture no: UTM Y (North): 1099520

(1) Depth of well Depth recorded at the time Missing Measured [m]: 14.75 of construction [m]: info. (2) Depth [m] of 3.5 Unlined section: Depth [m]: (1) – (2) = concrete lining (*) 11.25m 14.75 – 3.50 = 11.25 Depth from point of measurement (PM) to terrain [m]: 0. 49 Max. diameter [m] (***): Min. diameter [m] (***): Depth from PM to top of lining [m] Type of Handpump Nira Pump Rope Pump X Depth setting of the handpump inlet (**) Date of Commission: 2009 – Phase III (*) Can be measured only if water table is below the lining. (**) Can’t be measured unless the whole water column is emptied. In some cases when the pump is removed, measurement of the length of rising main pipes is taken. (***) To be estimated by visual observation if possible.

1) Capacity test of the handpump Conducted initially and on all wells irrespectively their yield classification: Pump type Nira: Rope Pump:

Test action Pump 30 full stroke and measure the produced volume: Operate the pump for 30 sec. and measure the produced volume:

Liters * -

*) Expected yield 10 to 30 liters.

Notes: No reason given by the field team for not having tested the pump? - Rope pump obviously broken down.

Annex 2 Karaga Site Reports.doc

2) Capacity test of well Pumping Volume Clock reading at with MP1 starting:13:28 pump for No of buckets: litres/bucket: 16 60 min. 71*16+14 liters Freq. 300 Hz

Water table readings Initial wt [m]

12.60

After 10min After 20min After 30min After 40min After 50 min After 60min

12.79 13.00 13.23 13.43 13.66 13.88

Total volume [l]: 862 14:28 Water table [m] Recovery Initial wt (same as after 60min 13.88 observation pumping) every 10 After 10 min 13.88 min for After 20 min 13.88 60min After 30 min 13.87 After 40 min 13.87 After 50 min 13.87 After 60 min 13.87 Clock reading when finished: 15:28 Notes: No information given by the field team on the technical status of the well. Photoâ&#x20AC;&#x2122;s gives information that the well has access hole and that the rope has not been removed.

3.2) Utilization of well How many families depend on this source: Other water sources in the neighborhood? How far away are they?

113 houses (average of 14 people/hh) = 1582 Dam About 3 km away from the community.

Is it always access to this alternative They have access to this alternative water source? water source all year round. 3.3) Villagers experience and opinions Is the yield acceptable? No. Does it run dry?

Not completely dry.

Is it sensitive for high utilization only in the dry season?

Yes.

Is the pump always accessible or is it open during certain hours only?

It is open all times.

If the community has a maintenance account, how much on the account?

There is a maintenance account. No amount was disclosed.

Who is managing the account?

The WATSAN Committee.

4. Other comments: None.

3. Other collected data 3.1) Geological rock type: Grey to greenish grey, fine grained fresh sandstone / siltstone. Oti Group. Formation: Pandjari - Bimbilla

Annex 2 Karaga Site Reports.doc