Technical Detailed Assessment Report

Technical Detailed Assessment Report

Umbaru Locality

Sponsored by: SWC and WES team

May– 2016

Table of contents

Introduction………………………………….…………………….…….… 1

Background……………………………………………….….………….… 2

Objectives and Methodology………..……………………………….….…. 2

Beneficiaries’ selection criteria…………………………………………….. 3

Musbatvillage………….……………………….…………………….……. 4

General information………………….…………………………….…..……5

Technical information…………………….………………………..………. 6

Malam El Housh……………………………………………………….. …..7

Abu liha ……………………………………………………………………12

Wagaem…………………………………………………………………….13

Major……………………………………………………………………….14

Introduction

SWC and WES team did baseline and comprehensive assessment in the aforementioned areas toidentify villages having critical problem related with safe water.

this technical detailed assessment carried out on water points exiting in places where prioritized by comprehensiveand this report deals with WASH assessment, mainly focusing on technical aspect, carried out inUmbaru locality.

Beneficiaries’ selection criteria

The average water consumption per individual is less than 15 litters.

Villages affected by the latest conflict and clashes.

Communities hosting IDPs will be given priority.

Villages with movement of returnees (clear demonstration that displaced are returning).

Places where increased water provision will promote population resilience during future crisis, discouraging coping mechanism such as displacement.

Poor hygiene and sanitation condition.

The kind, type and status of the other nearest water point.

Number of people and livestock served by the water source.

IDPs and returnees registered in OCHA and/or IOM and/or UNHCR lists.

The recommendations of other partners including cluster lead, government offices are among the factors to be taken into consideration to identify the beneficiaries.

Objectives:

Detail elaboration of exiting dysfunctional or partially functional water points, i.e. investigate technical defects, and recommend kind of intervention needed for the water schemes prioritized by previously done comprehensive and baseline assessment.

The main purpose of the technical assessment is to examine the technical feasibility and the needed works to carry out. The assessment will focus on:

Inventory of all available water sources in the vicinity of identified and prioritized villages or cluster ofvillages;

Detailed elaboration of technical defect on exiting water sources;

Detailed elaboration of works required for rehabilitation;

Geographic location of the water points traced and mapped using GPS;

Calculation of average distance from the settlements and the time that it takes for round trips;

Description of purpose and the seasonality of the water source;

Verification of capacity of the water source (whenever possible by pumping test), to estimate thehydrological potential of the water source;

Water quality test at field level carried out for key drinking water quality indicator parameters, mainly for

Coli forms (but whenever there is doubt about the quality, the sample will be collected and analyzed in central water quality laboratories)

Description of existing water sources ownership and management system strength, drawbacks and limitations;

Finally, assessment of the accessibility of water sources by all segments of the communities including minority groups and the possible means of arrangement to make the water source accessible for those poor and vulnerable.

Methodology:

The purpose of the technical detailed assessment is mainly to understand the technical issues related with waterpoints i.e. describing the status of the water points, potential, (including pumping test), waterquality, kind of intervention required, material requirement and design. Furthermore, the number and characters of water user group, water demand as well as quality of water taken in to consideration to describe the details ofeach water points.

we carried out detailed assessment in selected6water points from 07-januray-2016 to 12-january-2016 including meeting with the communities and focusgroup discussion were done to collect basic information regarding the exiting water points, their spatial distribution and technical status, about cause of failure of exiting water schemes and to determine kind of interventions required to reinstate or upgrade the exiting water schemes.

Field observation and measurements were also among the methodologies applied to carry out the assessment.

Through the implementation of previous intervention phases in Umbaru locality as well as numerous group discussions with local communities were held. Either technical, Hygiene and sanitation or information on population, domestic water demand, quality and quantity of water available, water point management and ownership related issues were collected. The methods used for data collection have included:

Field surveys collecting and analyzing data concerning the spatial distribution of different water sources in relation to water demand in the targeted areas.

Focused group discussions and meetings with local communities, local stakeholders, and community representative bodies;

Collection of relevant Information and observation concerning hygienic situation and practices through open discussion

Area of assessment

1. Abu liha

Abu liha village is located in south part of Umbaru locality, and the distance from locality 45km, the total of population is 1,850 and (400HH) IDPs coming from Dour and serif bane hessian also they have 14villages around this area, and also most of people are pastoralist and agro-pastoralists and also this place crowded with livestock, because it was one water yard of these area.

We visit the site and meet them with communities and communities' leader (omda) and collect the general information from the communities, make good general information, we collect the data information and the people during the run season, most of people they do agro-pastoralist

There are 14villages around the area, most of them are agro-pastoralists', from Geographic coordinate's location between East 23° 14´ 58.78 and North 15° 09´ 43.06, abut 45km from Umbaru locality, and also during the dry season they sharing other villages with the livestock to the water sources, to getting water from water point, also these area accessibility at any time, show the table below for names of the villages and types of the livestock, (lamina east , marahelia , arrow maria ,meager ,fata , sheepi ,gem hour ,Mundari , luka , omar , kale , Karfou .

Technical information

In Abuliha they have three water point is borehole all of them is functional ,one borehole is privately owned , other tow borehole for communities and one of them rehabilitated by coopi in 2014.

The well is fitted engine Andora 27hp with generator 15kw, but it is badly damage .according to the information of water committees , the pump inside well is submersible pump grundfos and it usually goes out of service because of technical failure , there are two water tanks for water yard is good conditions . the pipes lines distributions are corrode and leaking water , and the system has one tap stand ,but the tap stand in bad condition ,all of distribution system need replacement . the exiting animal troughs plat forms are good condition and the steel troughs is corroded and leaking ,need replacement and the system also have no cart loading facility , need to construct new cart loading facility ,the fencing also not in good condition ,so to be need new construction around the human area

Technical specification for rehabilitation

Submersible pump: the exiting submersible pump has to be replaced by new. The specification for new pump is submersible pump, grundFOS, discharge capacity of 10mᴣ/hr, (7.5hp motor size).

Engine: the engine to be replaced by new engine is compatible Andria engine with output capacity with a complete cooling system (e.g. water pump and nuts set. with three phase generator, with output capacity of 15kw and complete control panel.

Pipe line and tap stand: there is annex to replace of all distribution lines system.

Animal troughs and cart loading: there two animal troughs have to be replaced to new.

Fencing : the fencing have to be constriction of new

Name of the site / Abu liha / Yield / 16mᴣ/hr
Locality / Umbaru / Static Water Level (SWL) / 75m
Number of water points at the site / 3 / Water quality / Fit for human and livestock's
Operational Status / functional / Ownership / STWC
Villages served by the site / 14 Village / Management / By committee
Cost of water / Cash
Livestock served by the site (by type) / Cattle's, sheep's ,goats and camels / Technical Notes
GPS Location / N= 15° 09´ 99.22"
E= 23° 14 ´ 45.41" / Rehabilitation required / need to be rehabilitation
Type of the water point / Water yard
Date of construction/Agency / 2007 by ICRC
Depth / 125m
Kind of pump installed/Year / Submersible

Elevated water tank engine Andra (27HP)

2. Wagaem

Wagaem village is located in east part of Umbaru locality, and the distance from locality 135km, the total of population is 5,840 and (300HH) IDPs coming from anka, bashem, bradeckalso they have 7villages around this area, and also most of people are pastoralist and agro-pastoralists and also this place crowded with livestock, because it was one water yard of these area.

There are 7villages around the area, most of them are agro-pastoralists', and also during the dry season they sharing other villages with the livestock to the water sources, to getting water from water point, also these area accessibility at any time, show the table below for names of the villages and types of the livestock, (Wagaem center,aliYakub,gabu village, hager Maria, hager imam,Adam Khater village,

Technical information

In Wagaem they have two water point is borehole one is functional ,other is unfunctional.

The well is fitted engine Andrio 27hp with generator 15kw, but it is badly damage. According to the information of water committees, the pump inside well is submersible pump grundfos and it usually goes out of service because of technical failure, there are two water tanks for water yard is good conditions. the pipes lines distributions are corrode and leaking water , and the system has one tap stand ,but the tap stand in bad condition ,all of distribution system need replacement . the exiting animal troughs plat forms are good condition and the steel troughs is corroded and leaking ,need replacement and the system also have no cart loading facility , need to construct new cart loading facility ,the fencing also not in good condition ,so to be need new construction around the human area

Technical specification for rehabilitation

Submersible pump: the exiting submersible pump has to be replaced by new. The specification for new pump is submersible pump, grund FOS, discharge capacity of 10mᴣ/hr, (7.5hp motor size).

Engine: the tow engine to be replaced by new engine is compatible Andria engine with output capacity with a complete cooling system (e.g. water pump and nuts set. with three phase generator, with output capacity of 15kw and complete control panel.

Pipe line and tap stand: there is annex to replace of all distribution lines system.

Animal troughs and cart loading: there two animal troughs have to be replaced to new.

Fencing : the fencing have to be constriction of new

Name of the site / Wagaem / Yield / 12mᴣ/hr
Locality / Umbaru / Static Water Level (SWL) / 90m
Number of water points at the site / 2 / Water quality / Fit for human and livestock's
Operational Status / functional / Ownership / STWC
Villages served by the site / 7 Village / Management / By committee
Cost of water / Cash
Livestock served by the site (by type) / Cattle's, sheep's ,goats and camels / Technical Notes / Need to be rehabilitation
GPS Location / N= 15° 09´ 99.22"
E= 23° 14 ´ 45.41" / Rehabilitation required / need to be rehabilitation
Type of the water point / Water yard
Date of construction/Agency / 2007 by ICRC
Depth / 150m
Kind of pump installed/Year / Submersible

3. Major

Major village is located in east of Umbaru locality, and the distance from locality 170km, the total of population is 2,850 and they have 5villages around this area, and also most of people are pastoralist and nomads(zaghawa and aribatawia tribe ) and also this place crowded with livestock, because it was desert area .

Technical information

In Abu liha they have three water point is borehole all of them is functional ,one borehole is privately owned , other tow borehole for communities and one of them rehabilitated by coopi in 2014.

The well is fitted engine Andoru 27hp with generator 15kw, but it is badly damage .according to the information of water committees , the pump inside well is submersible pump grundfos and it usually goes out of service because of technical failure , there are two water tanks for water yard is good conditions . the pipes lines distributions are corrode and leaking water , and the system has one tap stand ,but the tap stand in bad condition ,all of distribution system need replacement . the exiting animal troughs plat forms are good condition and the steel troughs is corroded and leaking ,need replacement and the system also have no cart loading facility , need to construct new cart loading facility ,the fencing also not in good condition ,so to be need new construction around the human area

Technical specification for rehabilitation

Submersible pump: the exiting submersible pump has to be replaced by new. The specification for new pump is submersible pump, grund FOS, discharge capacity of 10mᴣ/hr, (7.5hp motor size).

Pipe line and tap stand: there is annex to replace of all distribution lines system.

Animal troughs and cart loading: there two animal troughs have to be replaced to new.

Fencing : the fencing have to be constriction of new

Tank: construction of new elevated tank capacity 50 m³.

Name of the site / Major / Yield / 14mᴣ/hr
Locality / Umbaru / Static Water Level (SWL) / 65m
Number of water points at the site / 2 / Water quality / Fit for human and livestock's
Operational Status / functional / Ownership / STWC
Villages served by the site / 5 Village / Management / By committee
Cost of water / Cash
Livestock served by the site (by type) / Cattle's, sheep's ,goats and camels / Technical Notes
GPS Location / N= 15° 09´ 99.22"
E= 23° 14 ´ 45.41" / Rehabilitation required / need to be rehabilitation
Type of the water point / Water yard
Date of construction/Agency / 2007 by ICRC
Depth / 110m
Kind of pump installed/Year / Submersible

4. Malam El Housh

Malam El Housh village is located in east part of Umbaru locality, and the distance from locality 155km, the total of population is 6.000 and (1000HH) IDPs coming from anka, bashem, bradeckalso they have 8 villages around this area, and also most of people are pastoralist and agro-pastoralists and also this place crowded with livestock, because it was one water yard of these area.

There are 8 villages around the area, most of them are agro-pastoralists', and also during the dry season they sharing other villages with the livestock to the water sources, to getting water from water point, also these area accessibility at any time, show the table below for names of the villages and types of the livestock.

Technical information

In Malam El Housh they have two water point is borehole one is functional ,other is unfunctional.

The well is fitted engine Andrio 27 hp with generator 15kw, but one it is badly damage. According to the information of water committees, the pump inside well is submersible pump grundfos and it usually goes out of service because of technical failure, there are one water tank for water yard is good conditions. the pipes lines distributions are corrode and leaking water , and the system has one tap stand ,but the tap stand in bad condition ,all of distribution system need replacement . the exiting animal troughs plat forms are good condition and the steel troughs is corroded and leaking ,need replacement and the system also have no cart loading facility , need to construct new cart loading facility ,the fencing also not in good condition ,so to be need new construction around the human area

Technical specification for rehabilitation

Submersible pump: the exiting submersible pump has to be replaced by new. The specification for new pump is submersible pump, grund FOS, discharge capacity of 10mᴣ/hr, (7.5hp motor size).

Pipe line and tap stand: there is annex to replace of all distribution lines system.

Animal troughs and cart loading: there two animal troughs have to be replaced to new.

Fencing : the fencing have to be constriction of new

Tank: construction of new elevated tank capacity 50 m³.

Name of the site / Malam El Housh / Yield / 12mᴣ/hr
Locality / Umbaru / Static Water Level (SWL) / 90m
Number of water points at the site / 2 / Water quality / Fit for human and livestock's
Operational Status / functional / Ownership / STWC
Villages served by the site / 8 Village / Management / By committee
Cost of water / Cash
Livestock served by the site (by type) / Cattle's, sheep's ,goats and camels / Technical Notes / Need to be rehabilitation
GPS Location / N= 15° 09´ 99.22"
E= 23° 14 ´ 45.41" / Rehabilitation required / need to be rehabilitation
Type of the water point / Water yard
Date of construction/Agency / 2007 by ICRC
Depth / 150m
Kind of pump installed/Year / Submersible

Comments: All water point hand over from communities to SWC office.