Environmental Impact Assessment - Asian Development Bank
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Environmental Impact Assessment January 2013 NEP: Secondary Towns Integrated Urban Environmental Improvement Project Kavre Valley Integrated Water Supply Project Kavrepalanchowk District, Nepal Prepared by Department of Urban Development and Building Construction, Ministry of Urban Development, Government of Nepal for the Asian Development Bank. Annexes
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Transcript of Environmental Impact Assessment - Asian Development Bank
Environmental Impact Assessment
January 2013
NEP: Secondary Towns Integrated Urban
Environmental Improvement Project
Kavre Valley Integrated Water Supply Project
Kavrepalanchowk District, Nepal
Prepared by Department of Urban Development and Building Construction, Ministry of Urban Development, Government of Nepal for the Asian Development Bank.
Annexes
ｾＢＮ＠
ＮＬＯＮ Ｂ ｾ ＭＭ Ｍ
Urban & ｅｮｶｩｲ ｯｲｵｂ ･ｮｬｾｬｊｭｰｲｯｶ･ｲｑ･ｮｴ＠ Project, -1 Ｂｾ＠ l" 't.;,,,,
Water ｾｰＤｾｵｾ Ｍｰｲｯｪ･｣ｴ＠I
ｄｨｵ ｬｩｬ ｾｴｩｾｾｾｾＱｩ･ｩ pali ty' . ,) , ef)! ｦｦＮｾ ＺｴｾＢＭｾ＠
Ｇ＠ ｄｲｲｴｬｊｬｯｨｬＨｃｦｬｾ･ I
NEPAL
N. . .
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Dhulikhel ["llill icip.:1lil.' J.
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LEGEND Reservoir
BPT RL. J 593.00
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TransIOlission Pipe Lin e ..
Existing Water
Supply Area
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TRAN S.115510 PIPE LINE ＢＰＴｾｾｗFR.OM DEVl5TIlAN RESERVOIR
(M.A.£N ＡｬｅＡ［ｅｒｖｏｾＩ＠ fOR n3
DHULIKHEL &. BANEPA lfGf .....1)
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, R L _ ,t.83 .0 om " _ "__ ' ____
Annex-2:
Engineering Maps, Layout Map of Project
Facilities, Exi'sting Water Demand and
Future Dernand Forecast Analysis etc
_ ｾｉ ｩｫｨ･ｬ＠
ｾ＠ ""'long the three municipalities Dhulikhel has a relatively better water system, the
-;ci pality is partially served by a system built in 1987, which draws water from Khar
, = a and serves the main urban area within wards 2, 3, 4 and 5. However, situation
ＺＺ ｾ ･ ｲ＠ wards namely 1,6,7,8 and 9 including the premises of Kathmandu University
ｾ＠ ::Jdequate with poor service level.
Ｍ ｾ Ｙ＠ proposed area (Wards 1, 6, 7, 8, and 9) is covered by some 30 small point
:_ 'ce systems built by GONI DWSOI ADRA Nepal and NGOs. At present, these
ｾ＠ Ｚ ＺＺＺｭ ｳ＠ are being operated and maintained by DWSS/ Municipality. Most of these
ｾ ］ｪ＠ rehabilitations. The existing system and sources in the designated project area, - : bserved by the consultants are SUfT1fT1i'1rized below.
Name of settlement
1 Bhatte Danda
2 ! Tamang Gaon
I
I
Ward No.
Name of Source of water
Thulo khola, Fudruke, Jogi dhara
Thuio khola . FL!druke. Sal ThL!mka
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Pakucha
Thakur,i Gaon
Anagram Tole
Tackle
Chankhu besi
Paudel Gaon
Acharya Gaon
Naya Gaon
Jamb Gaira
Tallo Kallal
Nayagaon, Puchar
Naya Sasti
Bendable
Sakhundole
Tulane Tole
ShrikhandaplJr
I Chaukot ,
G
1
1
1
7
7
7
8,9
13
i I Soura Gaira Mul "I
1 Pipal Bcit Knolsa
Gokhureshwar,Dev than Mathi
sources name not available
Juge Pani Mul
Thado Danda , Samma Danda
Chisa Pani , Thado K.holsa
Tirtire Mul, Shole Pandhero
Huchil Pahara. Hill corner
Shole Kholsa
Dhara Kholsa
Kuwa
Jureli Danda
Lanthase Mul, Kuikel Gaon Mul
Gosain Than Mul
I Dev! Tr.an Mul
Source name not aV8i1able
2 water quality of the taps seems to be satisfactory. It is reported, however, that
. .al ity deteriorates during rainy season, especially so for wells and traditional spouts.
-
-- .. ｾＭ ｾｾ ｾＮＬ＠ .. '"'-"'Yo J'\ Ｇｾ .." ｾ＠
.2 ｾｾ ｾ ｩ ｜＠ 2
fl
ｾｾｾ｟ ｾ ｲｴ［Ｍｾｾtor. Pc'", ｾ＼ＺＮｾ＠ </}Ｂ＾ｾ＠ I)l7Ien\ 0' 't>-
"/lC0rJj ｾ＠ ｾｏｾＢ｜＠- j ｾ ｨ･＠ service area for new system for Pi Ｑｦｾｨ･ｬ＠ Municipality lies in ward no. 1 6, 7, 8
3.. 9. he existing system has not been included in the present new system. Though, ｾ ｲＹ＠ existing system requires upgrading. The existing system brings about 16 Ips water
'rom Khar Khola and feed ward no. 2, 3, 4 & 5 fuff and 1 & 6 partiaffy.
I 2 8a l1epa
There are several water sub-systems supplying water to Banepa Municipality and
the major ones are operated by Nepal Water Supply Corporation (NWSC). These
systems serve primarily the built-up core areas of the Municipality. However, the water
supply situation in the town is not very good and water is supplied for about 2 hours in
a day. The situation worsens further during the dry season and NWSC has to resort to
tanker supply just to meet the very basic demand. Inadequacies in the existing
system, poor water quality and low quantities of water availability add up to the woes
of the urban population in the Municipality. There are several water sub-systems
supplying water to Banepa Municipality and out of them Sashipani and Dhaneshwore
are operated by Nepal Water Supply Corporation (NWSC) These systems serve
primarily the built-up core areas of the Municipality. Third system Chandeshwore WS
System is managed by WUSC.
At present about 33% of tile total municipal population of Banepa in wards 1, 2, 3, 4,
5 , 6, 7 , 8, 9 is served by the NWSC system. The rest of the population depends on
other smaller systems with few public taps, shallow wells, spring and nearby streams
for their water supply. A brief situation of the existing systems is given below
,------Flow for backwash Flow for dist. system Total designed flow
SN Source (Ips) (Ips) (Ips)
0.06Existing: Dhaneshwore 2 .941 3.00
0.11Existing: Sashipani 5.39 5.50 2\
0.00Existing: Chandeshwore 0.55 0.55I 3
0.17 8.88 9.05liotal
The existing Ohaneshwore and Sashipani systems are upgraded with filtration
plants. Pipelines upgrading of all three systems is included in the present project.
8anepa municipality shall be fed water through new as well as these three existing
systems.
1.3 Panauti
The water supply system at Panauti Municipality for the core bazaar area is
operated and managed by NWSC This system serves about 500 private house
connections and 55 tap stands . Water for this system is tapped from two sources,
Haridole and Mul Khola sources are transmitted by pipelines to existing four reservoirs
(22 , 30, 150 and 500 m3) to serve the core bazaar area only. There are a number of
small rural independent systems, which supply to isolated areas within the
municipality. The overall situation of water supply in Panauti Municipality is very poor.
f ｩ Ｈｊ ｾ ＧｾＺＺｾＺｾＬ＠ ｾ＠ The supply during the wet ｳ･｡ｳｾ＠ ｩｾＬＢｃｍｩｾｾ ｾ ｦｾｹＮｬ＠ hOJlrs, but worsens greatly during the
dry season. There is great ､･ｭ｡ｾｰｾｾｾｾｾｾ ｳ ｨｩｧｨ･ｲ＠ level of services in the town,
but lack of system capacity does ＥｦｦＡ＾Ｇ･ＮｦＯＩＨｬｴｴｾｾ･ｮｳｩｯｮ＠ of the present services. Some
of the major independent systems ｳｾｲｶｭｦｧｮｾＩＱｾ＠ areas of Malpi, Pach Thali, Oevisthan,
Thada Bato, Jayle Pati, Khari Bot, Bhandari Gaun etc. are listed below.
I
I
SN
1
2
3
4
5
6
7
8
9
ｾ ｡ｲ､＠ ｛ｾｾＮ＠ of
_.__.
IBenefited Type ofName of Project
No. Taps HH SelVice Remarks
Panauti Water Supply under NWSC 5,6,7, 500 500 Intermittent Private connection, 11 I public tap 40-45
Jwala Mukhi WS, Simpani Kalati 9 17 54 Intermittent
Khanipani Samrachan, Panauti 9 14 56 Intermittent Community Forest
Community Drinking water, Panauti I 8 &9 24 133 Intermittent Community Forest
Kapalkot Water Supply 5 17 97 Intermittent ."
Red Cross Water Supply 8 22 167 'Intermittent
User Committee, Chaukot 9 18 134 Continuous
Community Water Supply, Thulo 2 11 , 82 Intermittent Thumki
-Community Water Supply, Thulo 2 16 52 Continuous Almost private taps Dhungre are serving
10 ,Community Water Supply, Seti Devi 3
I[
40 325 Intermittent
11
12
13
14
jBanjara Gaon
I Community Water Supply, Salle 3 I 18 70 Intermittent Some of users
Danda depe(1ds on Kuwa
Greater Water Supply, Salm itar
I 10 120 307 Intermittent
Danda I
I :
Red Cross Water Supply 10 12 148 Continuous
Community W ::. ter Supply, Khalthali 10 11 88 Continuous
840 2213
ｾ _ _ JI
Th e eXisting 500 m3 reservoir where 5.65 Ips water is brought from Haridole and Mul
Khola sources shall be upgraded with filtration plant. Panauti shall be fed water with
this existing system as well as new system.
ｾｾ ｾ ｾ ｾ Ｎ＠ｾ＠ ｾ ＢＬ＠ />, .".:::": ｾ .. ｾ ＭＮ＠ ＢＬＬＢＭＮＮＮ＠ ｾＮＴＰＮ＠
ｾＮ＠ ii ﾷ ｾ ｾ ｾ Ｚ＠Ｂｦ＠ <"'.. f; ｾ＠ . ,' Ｎ＠ Ｌ ｾ＠ ［ｾ＠ E
ater Demand ｾ＠ G" ＢＧ ｩ ｾ ｜ｾ＠ ,12 """0 0t-: ｾ Ｎ＠ <J: S;;'
The total water demand for the ｴｨｲｾＬＮＯｬｴｴｴｩｪｾｩﾢ｡ｦｊｾｾ＠ has been estimated based on the otal domestic demand, non-domesti&', ｏｏｉＱｮｾｦＱＧｴＩ＠ (e,g, institutional demand etc,) and
some provision for leakage and wastage in the system, The domestic demand is the
major component of the total water demand; wh'ich comprises services through fully
plumbed, yard connections anu fJublic taps, Non-domestic demClnJ has been
assumed to be a fi xed percentage of the total domestic demand , Leakage and
wastage has been assumed to be nearly 15 percent at the end of the design life of the
system, Although, the fully plumbed demand had been estimated using figures of 110
and 120 Ipcd during different stages of system life by the Consultants of the
Assignment Report, it is envisaged that a figure of 80 Ipcd for fully plumbed
connections, 651pcd for yard c:ornections and 45 lpcd for community connections are adequate for the proposed towns / municipalities, This is also similar to the demand
figures being adopted by the ADB supported Small Town Water Supply and Sanitation
Sector Project. Using these figures, the total water demand scenario for the three
municipalities is given below.
Total Water Demand .
Projected Population Served Total water Demand (Ips) Municipality SN
2024201 9 2009 20192009 20'14 2014
1, 16,511 9,369,445 14435 19,259 14,1 16,5 19,57Dhulikhel
;7, 24, 114 ?7,608 ＺＺｬ ＱＬＷｦｪｾ＠ I 3f) ,688 2449 27,86 ::\1,958anepa
3, 27 ,23 30,76Panauti 24,938 1 28,936 \ 32,754 1 3'6,883 1 24,12 ｾＺ Ｚ ＺＺ＠ 1_.
Net Water Requirement for Regional Water Supply System
SN Municipality Supply from Existing Net water required from regional system (Ips)
System (Ips) 2009 AD 2014 AD 2019 AD 2024 AD
1, Ohulikhel 0 9, 36 14,1 16 ,5 19,57
2, Banepa 9,05 1544 18,81 22,9 27,82
3, Panauti 5,65 1847 21,58 25,11 i 30
43.27 5449 64,51 77,39
The total water demand for the year 2024 or at the end of the 15-year design period
will about 77.4 Ips or 7 MLD, This figure inclUdes domestic demalld, institutional
demand , industrial/ commercial demand, non - revenue demand, leakage and
wastage in the system and filter back wash,
2024
ＬＮＬ Ｎ ｾＧ＠
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. . '. .. ' ＨＵｃｏｰｩｮ Ｇ ｧＩｾ Ｂ＠ ｾ Ｇｾ ｾｾＮ＠
" .. Ｌｾ＠, ......
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. ..:':: ｾＺＬ＠ ..
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ｾ ｾ＼ｭ＠ ｾ ｾ '->i. ＰｾＧ ＧＧＧＺ｜ｾｯＧＺｩＮ｜ＵＹＬｬＡＮｾ＼Ｑｩ｡ Ｎ＼Ｍｩ＠ ［ ｾｾｊ ＧＺﾷ ｾｾＧｾｾＺ Ｍ ＧＺＺｾ［＠ Ｚ ｯｩｩｮ［ｩＮ＠ " ｾＹＧｩＮＮＮＺﾥＮﾥｯｩＧｾｴＧ＠ qii T"l (:''i'i, «;1 3 I11C1ST ' 019'<.. \0't. ...3,. "i':'R ::I >: ﾷ ＰＮＹＹＭＧＶＧｩＮＢＧｾｾ＠ Ｇ ＰＹＹ ［Ｚ［Ｚ ｾｾｯｾｾｲＺ［＠
<:F.B ::t o' 09'c,o;,:;.,\\', Y:.Cl"'" ｯｃ ＬＹＭｾ｜ｯｾＢＧ＼＠ ｱＮｾｕｉ Ｎ ＢＬＢ＠ ﾷ＠ ｏｾｾｾＱ＾ｾＮｯｯ｣［ｾＮ＠ ＧＬＬ ｟｡ ｬｾＢ＠ ｣ＹＹ ｾＺｇﾥ Ｇ ｯＹＧＱＳ＠ ｾ［Ｚｪ＠ Ｚ｣Ｙ ＭＧｮ｜ｃ［Ｚ ＧＲ ｾＬＧ＼Ｌ＠ ［＠ ',' :' .,'
Annex V: Notice for Public Hearing
" " 0""
\
Annex VI: Public Hearing Details
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Commitment Letters from Municipalities
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