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10/31/2018 District Irrigation Profiles

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IRRIGATION PROFILE OF VISAKHAPATNAM DISTRICT

*Click here for Ayacut Map

INTRODUCTION

The District has a population of 42.88 lakhs (census 2011). The plains division is watered and drained by Sarada, Varaha and ThandavaRivers and rivulets Meghadrigedda and Gambheeramgedda.

Irrigation Circle, Visakhapatnam, is in charge of maintenance of Minor and Medium irrigation sources under Sarada, Varaha, Sarpa,Thandava and Gosthani Rivers in 31 Mandals expect agency area in Visakhapatnam District. The boundaries of this district are Bay of Bengal in theEast, East Godavari district in the South, Orissa State in the West and North directions. The population of district is 42.88 Lakhs as per the 2011Census.

Rivers:

Sharada, Varaha, Thandava, Machkand, Champavathi and Gostnani. Geographic coordinates of district- Latitude -18° 7' N Longitude -83° 25' N and Altitude-73m

Major Places:

Visakhapatnam, Anakapalli, Bheemunipatnam and Narsipatnam. Forest occupies 42% of the district area. Forest yields quality Timberand Bamboo useful in Paper Industry. State Forest Department planted Cashew nut trees and Eucalyptus trees throughout the district. Coffee Estatesare picking up their produce each year of progress. Titanium's ores, Magnalyte and Bauxite ores, quality Clays, Mica, and Graphite are the mineralsfound in this soil. Visakhapatnam is also oftenly called as the Metropolitan City of Andhra Pradesh has developed a lot since last decade. MajorIndustries are setup in the district especially in the Head quarters because of the Seaport. India's First Shipping Yard - Hindustan Shipyard,Visakhapatnam Steel Plant, producing quality steel are the major industries found. Visakhapatnam Port - which is called as the Natural Harborbecause of the Natural formation of the mountain peaks of the shape of Dolphin Nose emerging from the sea, making this Port an unique one.Visakhapatnam is also called as Waltair or Vizag. Polavaram Project on the River Godavari is the Irrigation source to these lands. VisakhapatnamThermal Power project is the Power source to the State as well as to the neighboring states. Upper Seleru Hydro Power Project producing electricityat less expensive rates is another feather in the Cap to this Industrious district. Electricity needs of the district are fulfilled by Hydro Power project onMachkand River

Classification of geographical area Area ( in lakh Acres) in % with total areaTotal geographical area 25.57 --Forest 10.90 39.54Cultivable area 10.64 38.59Barren and un-cultivable land 3.22 11.68Land put to non agricultural use 2.69 9.76Sown area 7.06 25.61Irrigated area 4.42 6.24

http://irrigationap.cgg.gov.in/img/apmaps/VisakapatnamMap.jpg



Normal Average Rainfall 1202mm

Details Of Irrigation Projects

S.No Projects Nos Ayacut in acresA Completed ProjectsI Major Irrigation Projectsa) Thandava Reservoir Project 1 32,689b) Yeleru Reservoir Project 1 Drinking water and Industrial suppl

TOTAL Major Irrigation 2 32,689II Medium Irrigation Projectsa) Raiwada Reservoir Project 1 15,344b) Konam Reservoir Project 1 12,638c) Pedderu Reservoir Project 1 19,322

TOTAL Medium Irrigation Projects 3 47,304III Minor Irrigation Projectsa) Kalyanapulova (Varaha)Reservoir Project 1 4484b) Mehadrigedda Reservoir Project 1 Drinking water supplyc) Jajigedda Reservoir Project 1 640d) Gambhiramgedda Reservoir Project 1 250e) Seshugedda Reservoir Project 1 494.06f) Jajigedda Reservoir Project(Tutipala) 1 431g) Kamulagedda Reservoir Project 1 315h) Cheedika Reservoir Project 1 223i) Ravanapalli Reservoir Project 1 2668j) Yedlagedda Reservoir Project 1 728k) Kothali Reservoir Project 1 280l) Madupaka Reservoir Project 1 120m) Gurrampalem Reservoir Project 1 133.9n) Rangabolugedda Reservoir Project 1 732o) Isukagedda 1 593

TOTAL Minor Irrigation Projects 15 12092IV M. I Tanks> 100 acres 247 Nos 59065V M. I Tanks< 100 acres 105 Nos 4810VI d)P.R Tanks 3106 Nos 72844VII e)Minor Irrigation Sources > 100 acres (Anicuts, Groynes, Open Head Channels) 197 Nos 95839VIII f)Minor Irrigation Sources < 100 acres (Anicuts, Groynes, Open Head Channels 657 Nos 43165

Total Minor Irrigation Projects 4327 2,87,815Total Irrigation Projects 4332 3,67,808APSIDC (L.I.Schemes) 43 6203Ground Water Source (Tube wells + Dug Wells) -- 44,757Total Ayacut in the District 4,18,768

B Ongoing ProjectsSI.No Name of the ongoing projects No.s Ayacut in AcresI Major Irrigationa) Modernization of Sri Raja Sagi Suryanarayana Raju Thandava Reservoir Project 1 stabilization of the existing ayacutb) Flood Control Measures of Visakhapatnam Airport 1 stabilization of the existing ayacutc) Indirasagar Polavaram Project 1 1,62,239

Total 3 1,62,239II Medium Irrigationa) Modernization of Sri Varada Narayana Murthy Raiwada Reservoir Project 1 stabilization of the existing Ayacutb) Modernization of Sri Vechelam Palavelli Konam Reservoir Project 1 stabilization of the existing Ayacutc) Pedderu Reservoir Project 4 L(A) Minor 1 647 Acres

Total 3



III Minor Irrigationa) NTR Reservoir Project 1 3444b) Urakagedda 1 1630c) Palagedda 1 432d) Jaggammagedda 1 347e) Gorrigedda 1 476

TOTAL 5 6329Total Ongoing Works 11 1,69,215

C CONTEMPLATED PROJECTSI Major Irrigation Projectsa) Babu Jagjeevan Ram Uttarandhra Sujala Sravanthi Project 1 No (Stage-2) 3,21,000AcresII Medium Irrigation Projects

- NIL -III Minor Irrigation Projectsa) APSIDC-Minor Irrigation L.I.SCHEMES 1 No 280 Acres

TOTAL 2 Nos. 3,21,280

COMPLETED MAJOR IRRIGATION PROJECTS

1. Sri Raja Sagi Suryanarayana Raju Thandava Reservoir Project

Preamble:

Sri Raja Sagi Suryanarayana Raju Thandava Reservoir Project is constructed across River Thandava (Bodderu) during 1965 to 1975with Latitude 17°-45'-50'' North & Longitude 82°-15'-20'' East to provide Irrigation facilities to an ayacut of 51465 Acres. Out of which 32689 Acrescovered in 3 mandals namely Nathavaram, Narsipatnam & Kotauratla in Visakhapatnam District and 18776 Acres in 3 mandals namelyKotananduru, Tuni & Rowthulapudi of East Godavari Districts.The project is Situated near G.K.Gudem (v) near Golugonda (M) of VisakhapatnamDistrict and is about 28 Km from Narsipatnam Municipality.

Salient Features

Location : Thandava (V),Golugonda(M)Longitude : 82°-15'-20''Latitude : 17°-45'-50''Ayacut : 51,465 AcresI.P Contemplated : 51,465Acres(Stabilization)I.P Created : 51,465Acres(Stabilization)I.P Utilized(2013-14) : Acres(Stabilization)Gross Storage : 4.96 TMCFRL : 380ftMDDL : 355 ft.Water allocation (Irrigation) : TMCWater allocation (Drinking) : NilWater allocation(Industries) : Nil



Cropping Pattern : Acres 35260 Paddy + 5400 Acres IDPopulation Benefited : 77Villages(6Mandals)Present Stage : CompletedFunding Details : NAProject Starting Date : 1965Project Completion Date : 1975

Project Details:

Ayacut : Visakahapatnam district :36,562 AcresWet - 25,146 AcresID - 11416 Acres

East Godavari Distirct :14,903 AcresWet - 7,392 AcresID - 7,511 Acres

Mandals Benefited: Visakhapatnam District: 1)Narsipatnam Mandal 2)Nathavaram Mandal 3)Koaurutla MandalEast Godavari Distict: 1)Kotananduru Mandal 2)Rowthulapudi Mandal 3)Tuni MandalThandava Canal Network:-

1. Total Length :

Consists of Common Canal of 2.21 Km long and further extended up to 19.775 Km is called asLMC having 5 Nos of Majors namely Nathavaram Major, Indugupalli Major, BH Kota Major,Balighattam Major and Kotauratla Major. RMC takes off at 0.765 Km of common canal havinga total length of 15.4 Km. RMC is having 2 Major Distributaries namely Kotananduru Major &Tail End Branch Canal. The Total length of Main Canals & Major Distributaries is about 120km.LMC is having 31 gated outlets of which 4 nos feed major distributaies,7 nos feed minors& rest 20 nos feed direct pipes. RMC is having 29 gated outlets out of which 2 nos feed majordistributaries, 10 nos feed minors & rest 17 nos feed direct pipes.203 Kms

2. Discharge at Head : 748 cusecs.3. Ayacut in VSKP & EG district : 51,465 Acres4. Cropping Pattern : Paddy, Cotton, Sugar Cane5. Villages Benefitted : 53 Villages in Visakhapatnam district 24 Villages in East Godavari district6. Water Allocation : 6.202 TMC FOR Khariff7. Utilisation : 4.764 TMC (2014-15 Khariff) Spillway details: Crest level : 365.40 ftVents : 4 Vents (40ft x 15ft)Discharge capacity : 43,000 CusecsBudget for the Year 2015-16 : Plan 1.5000 Crs

Capacity Table Of Thandava Reservoir

Contour level in ft. Cumulative Capacity in Mcft.340 (Sill) NIL341 50342 100343 150344 200345 250346 300347 350348 400



349 450350 500351 574352 648353 722354 796355 870356 970357 1070358 1170359 1270360 1370361 1512362 1654363 1796364 1938365 2080366 2212367 2344368 2476369 2608370 2740371 2897372 3054373 3211374 3368375 3525376 3699.8377 3874.6378 4049.4379 4224.2380 4400381 4601.2382 4803.4383 5005.6383.3 5066.26FRL 380.00 Ft.Capacity @ FRL 4960 Mcft.Dead storage 560 Mcft.Live storage 4400 Mcft.

Thandava Reservoir Project

Water Utilized & Ayacut Irrigated Particulars (Khariff) from 2005 to 2014 (10 Years)

S.No Year

Water UtilizedAyacut

Irrigated(Kharif)in Acres

Qty of Waterreleasedthroughspillway

regulator inTMC

Remark

ThroughLMC

ThroughRMC

LowerRiparian

Totalin

TMCVSP EG

Dist Total Surplus

1 2005 0.39 0.155 0.36 0.905 - - - 1.615 Toatl Ayacut under this project 51465(32689 VSP+ 18776EG); Gap Ayacut is 8000 Acres (VSP Dt - 3617 Acres + EG -2 2006 3.101 1.461 0.36 4.922 30532 10468 41000 0.45



4383 Acres); To bridge the Gap Ayacut O&M Action Plan isproposed - 73 No of works - 363.32 Lakhs

3 2007 4.102 1.512 0.36 5.974 29034 10245 39279 2.8754 2008 4.024 1.74 0.36 6.124 28759 10158 38917 Nil5 2009 0.371 0.173 - 0.544 - - - Nil6 2010 2.888 1.348 0.36 4.596 31800 13340 45140 1.4847 2011 3.113 2.057 0.36 5.53 31186 11016 42202 1.3538 2012 1.201 0.762 0.23 2.193 22808 7692 30500 1.7279 2013 2.012 1.547 0.36 3.919 25538 10487 36025 0.26610 2014 2.862 1.902 0.36 5.124 30092 10568 40660 Nil

Thandava Reservoir Project Ayacut Details

S.No.Nameof the

Project

Nameof the

District

RevenueDivision Mandal

I.P.CreatedAcres

(stablization)

Name of theDistributarycommittee

IrrigatedAyacut

GapAyacut Name of Minors Remarks

1 WUA -1 VSP Narsipatnam Nathavaram 2722.61 DC1 2722.61 0 --- ---

2 WUA -2 VSP Narsipatnam Nathavaram 2940.6 2940.6 0 --- ---



5 WUA -5 EG Peddapuram Kotananduru 2746.56 2600 146.56 Induguballi

Minor

Canal Siltedup andStructuresdamaged.



8 WUA -8 EG Peddapuram Kotananduru 1811.71 1811.71 0 --- ---

9 WUA -9 EG Peddapuram Kotananduru 2166.19 510 1656.19

Billananduruminor 2,3,4 andIndugupalliminor

Canal Siltedup andStructuresdamaged(WellSyphons)

10 WUA -10 VSP Narsipatnam Narsipatnam 1984.3 1984.3 0 --- ---

11 WUA -11 VSP Narsipatnam Narsipatnam 2362.19 DC3 2362.19 0 --- ---

12 WUA -12 VSP Narsipatnam Narsipatnam 2400.97 890 1510.97 31R Minor Canal Silted

up.

13 WUA -13 VSP Narsipatnam Kotauratla 3143.98 3143.98 0 --- ---

14 WUA -14 VSP Narsipatnam Kotauratla 2747.03 1800 947.03 BK Palli Minor


15 WUA -15 VSP Narsipatnam Kotauratla 2253.8 1153 1100.8 Kailasapatnam

Minor




18 WUA -18 VSP Narsipatnam Nathavaram 2219.66 2119.66 100 Kotananduru

MajorDrops aredamaged.

19 WUA -19

EG Peddapuram Kotananduru 2229.82 2031 198.82 KotananduruMajor & NS

Canal Siltedup and



Minor Structures likedrops,syphons, SPsand OFMs aredamaged.

20 WUA -24 VSP Narsipatnam Nathavaram 1833.4 DC5 1775 58.4

PK GudemMninor-2JaggampetaMinor

Canal Siltedup andStructuresdamaged.(Drops,TroughAqueduct)

21 WUA -25 EG Peddapuram Kotananduru/Routhulapudi 1523.77 1456 67.77

KEChinnayapalemDistributory,R.VenkatapuramMinor,SurampetaMinor

Canal Siltedup andStructuresdamaged.(Barrel chutedamaged,Bund needStrengthening)

22 WUA -26 EG Peddapuram Kotananduru/Routhulapudi 1726.87 1615 111.87

Chinnyapalem-3,4TimmarajupetaMinor

Canal Siltedup andStructuresdamaged.(Drops)

23 WUA -27 EG Peddapuram Kotananduru 1369.94 566.81 803.13

KothuruMinor,KottamMinor & NSMinor

Canal Siltedup andStructuresdamaged.(Drops)

24 WUA -28 EG Peddapuram Tuni 1298.46 0 1298.46 Canal Not Exist ---

Total 51465 43465 8000

Earthendam Downstream

Tail Channel



Top view of Spillway

Index Map



2. MEDIUM IRRIGATION PROJECT:

A. Sri Varada narayana Murthy Raiwada Reservoir Project:-



Preamble:

The project was constructed across Sarada River near Raiwada village in Devarapalli Mandal of Visakhapatnam District. The reservoiris situated at a distance of 3 KM from Devarapalli and at about 25 KM from Kothavalasa by road way.The river Sarada originates in Ananthagirihills of Eastern Ghats of Andhra Pradesh. It flows through the villages of Devarapalli, Chodavaram, Anakapalli, Kasimkota, Yellamanchili andRambilli Mandals and joins in Bay of Bengal.. The project was completed in the year 1982 and serves an ayacut of 15344 Acres in VisakhapatnamDistrict.

Project details

Location : On Sarada River near Raiwada village in Devarapalli Mandal of Visakhapatnam District.Longitude : 82° 59' 0''Latitude : 13° 0' 30''Ayacut : 15344 Acres

S.No Mandals Villages1. Chodavaram 142. Devarapalli 43. K. Kotapadu 12

Total 30

Canal details

Total Length : 5.75 KmsAyacut : 15344 AcresCropping Pattern : Paddy, Sugarcane,othersVillages Benefitted : 44Utilisation : 0.95 TMC (2013-14 khariff & Rabi)Spillway Details:Type : Ogee spillwayCrest level : +110.00 Mts.Vents : 10 Vents (12.20m x 4.00m)Discharge capacity : 27,000 CusecsBudget for the Year 2015-16 : Plan 0.5250 Crs

CAPACITY TABLE OF RAIWADA RESERVOIR

Contour Level in Mts. Cumulative Capacity in Mcft. 9596979899100 95101 200102 325103 475104 625105 800106 995107 1190108 1385109 1625110 1915111 2215112 2525113 2850114 3275



FRL 114.00 Mt.Capacity @ FRL 3600 Mcft.Dead storage 325 Mcft.Live storage 3270 Mcft.Sill Level 99.00 Mts.

Year wise Particulars of Irrigation Potential Created/Water utilized for Sri Varada NarayaMurthy Raiwada Reservoir Project under the control of Irrigation Division,Visakhapatnam

S.No Name Of the Scheme/Project Year Ayacut Created inLakhs Acres

Ayacut Irrigated inLakhs Acres

Water Utilized inTMC Drinking

Water RemarkIrrigationKhariff Raby Total Khariff Sugarcane Total

1

Sri Varada NarayaMurthy RaiwadaReservoir Project

2004 0.15281 0.15268 - 0.15268 1.207 0.56 1.767 1.4972 2005 0.15281 0.15268 - 0.15268 0.602 1.337 1.939 1.4473 2006 0.15281 0.15268 - 0.15268 0.656 0.669 1.325 1.5594 2007 0.15281 0.15268 - 0.15268 0.865 0.038 0.903 1.5555 2008 0.15281 0.15281 - 0.15281 1.747 0.251 1.998 1.5766 2009 0.15281 0.15281 - 0.15281 0.926 0.315 1.241 1.5637 2010 0.15281 0.15281 - 0.15281 0.628 0.813 1.441 0.8118 2011 0.15281 0.15281 - 0.15281 1.13 0.868 1.998 1.5819 2012 0.15281 0.15281 - 0.15281 0.586 0.691 1.277 1.56810 2013 0.15281 0.15281 - 0.15281 1.023 0.975 1.998 1.524

11 2014 tillAugust 0.15281 0.07 - 0.07 0.474 0 0.474 0.397

Raiwada Reservoir Project

S.No. WUA'S MANDAL NAMES AYACUT(Acres)1 WUA -1 Uyyala Chintagedda, Deverapalli DEVARAPALLI 1658.452 WUA -2 Kotha kalva, M.Alamanda DEVARAPALLI 1364.433 WUA -3 Mahapathunitank,Vechallam. DEVARAPALLI 1446.744 WUA-4 Medicherla Branch chl., Medicherla K.KOTAPADU 1528.975 WUA-5 Varada Branch channel, Varada K.KOTAPADU 1752.496 WUA-6 R.N. Palem Branch channel, R.N. Palem K.KOTAPADU 1397.697 WUA-7 Pydampeta-Jagannadhapuram Chl., G. Jagannadhapuram CHODAVARAM 1412.368 WUA-8Revallu-Lakkavaram Branch Chl., Revallu CHODAVARAM 1859.569 WUA-9 Juttada Branch channel, Juttada CHODAVARAM 1558.2910 WUA-10 Kaligotla branch channel, Kaligotla DEVARAPALLI 1413.55






2. Sri Vechalapu Palavelli Konam Reservoir Project



Preamble:

The Project was constructed across River Bodderu (Tributary of SARADA River) near Konam Village in Chedikada Mandal ofVisakhapatnam District. The Project is 40Kms from Anakapalli Road. This Reservoir was designed to irrigate an ayacut of 12,638 Acres of 39Villages in Chedikada, Madugula, Devarapalli, Butchayyapeta, Chodavaram Mandals of Visakhapatnam District. This Project was started in 1977and completed in 1980 with an expenditure of Rs.469 Lakhs

Project details

Location : On River Bodderu near Konam (V) Chedikada (M) of VisakhapatnamLongitude : 82° 50' 0''Latitude : 18° 52' 0''Ayacut : 12,638 AcresMandals Benefited : 39 Villages

Canal details

Total Length : 300mtsAyacut : 12,638 AcresCropping Pattern : Paddy, Sugarcane and othersVillages Benefitted : 39Utilisation : 0.7 TMC (2013-14 khariff & Rabi)

Spillway Details:

Type : Ogee spillwayCrest level : +95.25 Mts.Vents : 3 Nos. (12.20m x 6.00m)Discharge capacity : 44,500 CusecsLength : 36.60 mBudget for the Year 2015-16 : Plan 0.1100 Crs

Sri Vechalapu Palavelli Reservoir Project

S.No Name Of the Scheme/Project Year Ayacut Created inLakhs Acres

Ayacut Irrigated inLakhs Acres

Water Utilized inTMC Drinking

Water RemarkIrrigationKhariff Raby Total Khariff Rabi Total

1

Sri Vechalapu PalavelliReservoir Project

2004 0.122756 0.12254 0.851 -2 2005 0.122756 0.12254 0.626 -3 2006 0.122756 0.12254 0.858 -4 2007 0.122756 0.12254 0.84 -5 2008 0.122756 0.122741 1.216 -6 2009 0.122756 0.122741 0.881 -7 2010 0.122756 0.122741 1.514 -8 2011 0.122756 0.120756 1.65 -9 2012 0.122756 0.120756 0.72 -10 2013 0.122756 0.120756 0.681 -

11 2014 tillAugust 0.122756 0.120756 0.335 -

Konam Reservoir Project:S.no WUA'S MANDAL NAMES AYACUT(Acres)1 WUA -1 KRP High Level Channel, PedaKalyanam Anicut system, Cheedikada CHEEDIKADA 2127.672 WUA -2 KRP HCL, Turuvolu CHEEDIKADA 1555.823 WUA -3 KRP Sirijam Channel 2, Appalarajupurm CHEEDIKADA 1496.014 WUA-4 KRP Laxmipuram Channel, G. Kottapalli CHEEDIKADA 1237.895 WUA-5 KRP Laxmipuram Channel, J.B. Puram & Varahapuram CHEEDIKADA 1473.326 WUA-6 KRP Marlagummi Channel, Dibbapalem CHEEDIKADA 1497.517 WUA-7 KRP Sirijam Channel, K. J. Puram MADUGULA 948.99



8 WUA-8 KRP Mangalapuram Anicut system, Lakshmipuram BUTCHIYYAPETA 1938.35

Konam Reservoir Project

3. Sri Tenneti Viswanadham Pedderu Reservoir Project

Preamble:

Sri Tenneti Viswanadham Pedderu Reservoir Project is a Medium Irrigation Reservoir Project on Peddeeru river, a tributary to riverSarada, formed near Ravipalem (V) in Madugula (M) of Visakhapatnam District. The contemplated ayacut under this scheme is 19,322 acres. Thescheme was taken up and completed with the NABARD Assistance. The total number of villages benefited under this reservoir scheme is 62 villagesspread in 3 Mandals namely Madugula, Ravikamatham and Butchiahpeta of Visakhapatnam District. Irrigation potential created fully during Khariff2007.

The Project was dedicated to the Nation by the honourable Chief Minister of Andhra Pradesh Dr.Sri Y.S.Rajasekhara Reddy on 10-09-2006 to an extent of 13,334 acres and water to Khariff, 2007 to the balance ayacut was released by the Hon'ble Minister for Major and MediumIrrigation Sri Ponnala Lakshmaiah on 07-09-2007.

Project details

Location : On Pedderu river, a tributary of Sarada river.Longitude : 82° 42' 0''ELatitude : 17° 53' 30''NAyacut : 19322 AcresMandals Benefited : 3 Mandals namely Madugula, Ravikamatham and Butchiahpeta

Canal details

Total Length : 85.502 Kms(Including distributaries & minor)Ayacut : 19322 AcresCropping Pattern : Paddy, Sugarcane and PulsesVillages Benefitted : 62Utilisation : 1.047 TMC (2013-14 khariff & Rabi)

Spillway details:

Length : 57mNo. of gates : 4 Nos.Size of gates : 12m x 8mMFD : 1630 cumecs

Proforma for IP Utilisation and Water Utilisation of Sri Tenneti Viswanatham Pedderu Reservoir Project

S.No Name of theScheme/Project Year

IPContemplated

in Acres

IP created IP (Ayacut)Created in

Acres

Irrigationutilization

Water utilizationin TMC

DrinkingWater RemarksAyacut Irrigated in

Acres Irrigation

Khariff Rabi Khariff Rabi Total Khariff Rabi Total

1

Sri Tenneti ViswanathamPedderu Reservoir Project 1984-

2006 ---------------------------NIL------------------------------------

Projectwasstarted in2006

2 2006 19969 8913 4421 13334 8813 4421 13234 0.346 0.217 0.563 0 There isnodrinkingwaterProvisionin theProject

3 2007 19969 14901 4421 19322 14201 4421 18622 0.143 0.303 0.446 04 2008 19969 14901 4421 19322 14201 4421 18622 0.668 0.195 0.863 05 2009 19969 14901 4421 19322 14201 4421 18622 0.873 0.482 1.355 06 2010 19969 14901 4421 19322 14201 4421 18622 1.535 0.376 1.911 0



7 2011 19969 14901 4421 19322 11950 4421 16371 0.842 0.177 1.019 08 2012 19969 14901 4421 19322 14066 4421 18487 0.524 0.407 0.931 09 2013 19969 14901 4421 19322 11442 4200 15642 0.613 0.4 1.013 010 2014 19969 14901 4421 19322 11665 4324 15989 0.622 0.425 1.047 0

WATER USERS ASSOCIATIONS DETAILS & AYACUT

Abstract of Ayacut and Number of Villages Covered under each W.U.A.s of Sri Tenneti Viswanadham Pedderu Reservoir Project near Ravipalem (V),Madugula Mandalin Visakhapatnam District.

Division : W.S.M.Division, Chodavaram. Sector : Medium IrrigationCircle : Irrigation Circle, Visakhapatnam. Ayacut : 20544 Acres ( Nett 16123 + 4421 Rabi )S.No. Name of W.U.A. No of Villages covered Ayacut in Acres1 R.M.C. W.U.A. No.1 Chinapitta gedda 9 800.92 R.M.C. W.U.A. No.2 Jalampalli 12 1619.73 R.M.C. W.U.A. No.3 K.B.P.Agraharam 8 1680.94 T.E.B.C. W.U.A.No.1 under R.M.C., Marupaka 3 1215.85 T.E.B.C. W.U.A.No.2 under R.M.C., Gunnempudi 11 1739.26 Rachakattu W.U.A.No.1 Jalampalli. 7 1194.057 Rachakattu W.U.A.No.2 Ponnavolu. 5 1874.958 Rachakattu W.U.A.No.3 K.Vallapuram. 11 2286.229 Gottivada L.M.C.W.U.A. Sagaram. 9 178710 Gottivada R.M.C.W.U.A. Satyavaram 6 1277.18 Grand Total 81 15475.9

Pedderu Reservoir Project

3. MINOR IRRIGATION PROJECT:

COMPLETED MINOR IRRIGATION PROJECTS:

a. Sri GudivadaGurunadha Rao Varaha Reservoir Project:-

Preamble :

The Varaha Reservoir Project also called Kalyanapulova Reservoir Project and now renamed as Sri GudivadaGurunadha Rao VarahaReservoir Project (vide G.O.Ms No.39, Dt.24.02.2007) was constructed across Sarpa River, a major tributary of Varaha River at Cheemalapaduvillage of Ravikamathammandal in Visakhapatnam District. The Reservoir is situated at a distance of 27 KM from Narsipatnam. The project wascommenced in the year 1965-1966 and completed in the year 1975-1976 and serves an ayacut of 4484 acres.

Project Details:

Longitude - 80°40' 30'' Latitude - 17°48' 30''

Hydrology:

Dead Storage - 34.00 mcftLive Storage - 431.00 mcft



Gross Storage - 465.00 mcftNo. of Fillings - 2F.R.L. - 460.00 ft (+ 140.208 m)M.W.L. - 464.00 ft (+ 141.427 m)T.B.L. - 472.50 ft (+ 144.018 m)Catchment area - 21.50 sq.milesMaximum Flood Discharge - 18,480.00 c/sWater spread area at M.W.L. - 0.90 sq.milesO.M.F.L. - 460.00 ft

EARTH DAM :

Length of Bund Left Flank : 3170.00 ft (966.00 m) Right Flank : 800.00 ft (244.00 m) Total : 3970.00 ft (1210.00 m)Top Width of Bund : 13.12 ftMaximum Height of Bund : 92.00 ft (25.00 m)Side Slopes : 2� : 1Front Slope : 3� : 1Rear Slope : 2:01

SPILL WAY REGULATOR :

Designed Discharge : 18,480.00 c/s (523.23 Cumecs)Crest Level : 454.00 ft (138.379 m)No. & size of gates : 6 No.s (Vertical Type) 36.00 ft X 6.00 ftTotal length of Spill Way : 240.00 ft (73.15 m)M.F.D. : 18,800 c/s

HEAD SLUICE :

Sill Level : 422.00 ft (+ 128.626 m)No. &Size of vent : 1 No. 4 x 4 (1.20 x 1.20 m)Discharge Left Canal : 129.00 c/s (3.65 cumecs)Ayacut : 4484.00 acres (1811.54 hectors)I.P. Created : 4484.00 acres

Components of Project

1. Earth Bund2. Spill Way Regulator3. Left Head Sluice

Mandals benefited : Ravikamatham in Visakhapatnam District Water Utilization : 560.50 mcft( 8 acres/ mcft ) Cropping pattern : Paddy, Sugar Cane and Others Population benefited : 9 villages population-1500 S.No MANDAL NO OF VILLAGES BENIFITED1 Ravikamatham 9

b.Ravanapalli Reservoir:-

Preamble :

The Ravanapalli Reservoir was formed in the year 1954. The total ayacut contemplated is 2668.00 acres. The ayacut spread over in 8villages in Narsipatnammandal and 6 villages in Golugondamandal of Visakhapatnam District. The ayacut served through GabbadaAnicut which wasconstructed across Varaha River. The Gabbada channel head sluice is taking off on upstream side of Gabbadaanicut to serve the ayacut ofRavanapalli Reservoir.



Project Details:

Longitude : 82°30': 00''Latitude : 17°45': 50''

HYDROLOGY:

Dead Storage : 4.00 mcftLive Storage : 128.00 mcftGross Storage : 132.00 mcftNo. of Fillings : 2.5F.R.L. : 358.50 ftM.W.L. : 360.50 ftT.B.L. : 366.50 ftCatchment area : 26.00sq.milesMaximum Flood Discharge : 9,244.00 c/sWater spread area at M.W.L. : 267 acresO.M.F.L. : 364.00 ft

EARTH DAM :

Length of Bund Left Flank : 340.00 ft Right Flank : 935.00 ft Total : 1275.00 ft Top Width of Bund : 3.00m Maximum Height of Bund : 11.00 mSide Slopes Front Slope : 2:01 Rear Slope : 2� : 1

SURPLUS WEIR :

Total length of Surplus Weir : 300.00 ft

HEAD SLUICE :

Sill of Low Level : 330.00 ftSill of High Level : 346.00 ftNo. & Size of vent : 3No.s 1 x 6°x 4° 1 x 2 x 3°x2°Discharge : 6230.00 c/sAyacut : 2668.34 acresI.P. CREATED : 2668.34 acres

COMPONENTS OF PROJECT:

1. Earth Bund2. Spill Way Regulator3. Left Head Sluice

MANDALS BENEFITED : Golugonda and Narsipatnammandals in Visakhapatnam Distrcit WATER UTILIZATION : 333.54mcft( 8 acres/ mcft ) CROPPING PATTERN : Paddy, Sugar Cane and Others POPULATION BENEFITED : 14 villages population 2400

c. Sri Dronam Raju Satyanarayana Mehadrigedda Reservoir Project:-

Preamble:



Mehadrigedda Reservoir is located in the Village limits of Narava (V) Pendurthi (M) of Visakhapatnam District. The Project is intendedto supply water for drinking purpose to Greater Visakha Municipal Corporation, and also to cater the needs of Industries in and aroundVisakhapatnam at the rate of 8GMD. The construction of project was completed during 1977 at the total estimated cost of Rs. 6.30 Crores.

Project Details:

Longitude : 83°11' 27''Latitude : 17°45' 54''

Hydrology:

Dead Storage : 126McftLive Storage : 1043 McftGross Storage : 1169 McftF. R. L : 61.00ftM. W. L : 63.00ftT. B. L : 71.00ftCatchment Area : 135.90Sq MtsMaximum Flood Discharge : 53000 Cusecs

Earth Dam:

Length of Dam : 1.60KmMaximum Height of Dam : 45ftTop Width of Dam : 18ft

Flood Bank:

Length 4.40KMMaximum Height 30ftTop Width 12ft

Spillway Regulator:

Crest Level :+48.50ftTop of Shutters :+61.00ftSize of Shutters :40.00fX12.5ftNo.of Vents :6Nos

In Take Tower:

Lowest Intake level :+44.00ftNumber and Size of Vents :one row of 3.0 RCC Hume Pipes.Ayacut :NilI.P.Created :NIL

Components of Project:

1. Earth Dam2. Flood Bank3. Spillway Regulator4. In Take Tower

Mandals Benefited :Visakhapatnam, GajuwakaCropping Pattern :Nil

Water Utilization:



The project is intended to supply water for drinking purpose through Greater Visakhapatnam Municipal Corporation and also to cater theneeds of Industries around Visakhapatnam at the rate of 8MGD.

d.Jajigedda Reservoir Near Papayyapalem Village:-

Introduction:

The Jajigedda Reservoir was constructed across Jajigedda River near Papayyapalem village in Makavarapalem mandal ofVisakhapatnam District. The Reservoir situated at a distance of 27 KM from Narsipatnam. The Reservoir was commenced in the year 1992 andcompleted in the year 1998 and serves an ayacut of 640 Acres.

Project Details: Longitude : 82° 44' 30'' Latitude : 17°41' 00 ''Hydrology: Dead Storage : 1.00 Mcft Live Storage : 80.01 Mcft Gross Storage : 81.01 Mcft No. of Fillings : 2.45 F.R.L. : 116.75m M.W.L. : 117.65m T.B.L. : 119.15m Catchment area : 4.20 sq.miles Maximum Flood Discharge : 99.70 Cumecs Water spread area at M.W.L. : 76.60 Acres O.M.F.L. : :Earth Dam: Length of Bund : 633.00 m Top Width of Bund : 3.00 m Maximum Height of Bund : 14.81 m Side Slopes U/S 2 : 1 and 2.5: 1High Coefficient Weir : Total length of Weir : 55.00 mHead Sluice ( Left ): Sill Level : 110.30 m No. & Size of vent : 1 No. 800 mm φ Discharge : 0.461 cumecs Ayacut : 640.00 acres I.P. Created : 640.00 acresComponents of Project 1)Earth Bund 2)High Co:efficient Weir 3)Left Head SluiceMandals Benefited : Makavarapalem Mandal in Visakhapatnam DistrcitWater Utilization : 80 mcft ( 8 acres/ mcft )Cropping Pattern : Paddy, Sugar Cane and OthersPopulation Benefited : 3 villages population 500

SI. NO MANDAL NO OF VILLAGES BENIFITED1 Makavarapalem 3

e)Gambhiramgedda Reservoir Project:-



Preamble:

Gambhiramgedda Reservoir Project was constructed across Gambheeram gedda at Boyapalem (V) in Anandapuram (M) VisakhapatnamDistrict is having 640Acres of Ayacut. Water is being supplied to G.V.M.C at the rate of 2M.G.D from 1st March to 30th June of everyyear.Eventhough Major portion of the ayacut is urbanized, still about 250Acres of Ayacut is being irrigated under 4 Nos of groynes through open-head channel system.

Project Details: Longitude : 83° 14' 13''Latitude : 17°54' 11''

Hydrology: Dead Storage : 22.80 McftLive Storage : 114.40 McftGross Storage : 137.20 McftF. R. L : 126.00ftM. W. L : 129.00ftT. B. L : 134.00ftCatchment Area : 36.00Sq MileMaximum Flood Discharge : 19400 CusecsLength of Dam : 810ftMaximum Height of Dam : 38ftLength of Surplus Weir : 400ft

Sill Level of Head Sluices R/S : 97.00 ft Inter Spread of F.R.L : 8.60 Sq.Mile Deep Bed Level : 96.00ft Top Width of Bund : 10.00 ft Size of Shutters : 3X8 (50 Nos) Discharge of Channel : 18.90Cumes Lowest Draw Level : 107.50ft Reservoir Bed Level : 90.00ft Total Length of Dam : 1348ft Low Lift Pump 35HP : 2 Nos High Lift Pump 180 HP : 2 Nos Ayacut : 250.00 Acres I.P.Created : 250AcresComponents of Project 1.Earth Dam 2.Head Sluice Mandals Benefited : Anandapuram, Visakhapatnam(R) Water Utilization : For Irrigation and Drinking Cropping Pattern : Paddy and Others Population Benefited : 3500 people

SI. NO MANDAL NO OF VILLAGES BENIFITED1 Anandapuram, 52 Visakhapatnam (R) 2 TOTAL 7

f.Seshugedda Reservoir:-

Introduction:

Seshugedda reservoir is a rain fed tank in Peddapalli village, Yelamnchili Mandal of Visakhapatnam District. The reservoir constructedacross Seshugedda at a distance of 2Km from Chennai Kolkatha ( NH5 ) road. The reservoir is most naturally formed reservoir and it is have selfcatchment from hilly streams. The reservoir servers an ayacut of 494.06 in Peddapalli village of Yelamanchili (M) of VSP Dt.

Project Details:-



Location:- Longitude :- 82° 49' 05'' Latitude : - 17° 34' 03''Hydrology : Catchment Area 3.25 Sqlm ( 8.42Sql.Kms)Reservoir Bund 630 M including surplus weirF.T.L +104.800 MM.W.L +105.700 MT.B.L + 107.200MHead of Flow 0.90 MM.F. Discharge 2905 Cusecs or 82.25.cusesLive Capacity 0.473 mm ( 16.68mcft)Dead storage 0.058 mm ( 2.05 mcft)Gross storage 0.531 mm ( 18.73 mcft)No of fillings 2 NosYield Maximum flood discharge 82.25 cumecs ( 2905 c/s)Yield Available 69.498 mcft ( 1.968 mm)Utilizable yield 35.270 mcftUtilizable yield 34.24 mcft for 200 HecEarth dam: Length of the dam 630MtsSide slopes front 1.5:1,rear 2:1Top width 3mHeight 7.9MtsSurplus weir: Length 45 M ( ch10 M to 55 M)Crest level +104.800MHead of flow 0.90.MtsBase width 2.60 MHeight of Body wall 2.40 MApron level +102.40 MSurplus Course: Guide Bund 60 mtsHead Sluice At ch 385 M 800 mm Rcc pipe NP 3 classSill of Head sluice + 99.300 mLength of Barrel 35 mtsDischarge 0.425 cumecs ( 15 c/s)

Channels1. Main channel: Length of channel 3070 mtsDischarge 0.36 cumecs(12.7 c/s)Ayacut kharif Wet 50 Ha Dry : 76.26 HaRabi Wet -- Dry : 126.26 Ha

Branch channel Taking off @ 300m of Main channelLength of channel 1470 MDischarge 0.1482 CumecsMain canal 307mtsI.P. Created 494.06 acres/199.9 HaComponents of Project

1. Earth Dam2. Surplus Weir3. Head Sluice

Mandals benefited yellamancahali mandal in Visakhapatnam DistrcitWater Utilization 61 mcftCropping pattern PaddyPopulation benefited 1 village (Peddapalli)

SI. NO MANDAL NO OF VILLAGES BENIFITED



1 Yellamancahali 1

g.Jajigedda Reservoir Near Tutipala Village :-

Preamble:

The Jajigedda Reservoir was constructed across Jajigedda River near Tutipala village in Makavarapalem mandal of VisakhapatnamDistrict. The Reservoir situated at a distance of 30 KM from Narsipatnam. The Reservoir was completed nearly 1980-1982 and serves an ayacut of431 acres.

Project Details: Longitude : 82° 44' 30'' Latitude : 17° 41' 30''Hydrology: Dead Storage : 1.72 mcft Live Storage : 16.15 mcft Gross Storage : 17.87 mcft No. of Fillings : 3 F.R.L. : 348.00ft M.W.L. : 350.00ft T.B.L. : 354.00ft Catchment area : 3.09 sq.miles Maximum Flood Discharge : 27.97 c/s Water spread area at M.W.L. : 80.00 acres aprox. O.M.F.L. : -Earth Dam: Length of Bund : 550.00 m Top Width of Bund : 8.00 ft Maximum Height of Bund : 50.00ft Side Slopes Front Slope : 1.5 : 1 and 2 : 1 Rear Slope : 2:01 High Co:efficient Weir : Total length of Weir : 250.00 ft Head Sluice ( left& right ): Sill Level : 334.00 ft No. & Size of vent : 1 No. 800 mm φ Discharge : 11 c/s aprox. Ayacut : 430.79 acresI.P. Created : 431 AcresComponents of Project 1)Earth Bund 2)High Co-efficient Weir 3)Left & Right Head SluiceMandals benefited : Makavarapalem mandal in Visakhapatnam DistrcitWater Utilization : 57.44 mcft (7.5 acres/ mcft )Cropping pattern : Paddy, Sugar Cane and OthersPopulation benefited : 2 villages population 300

SI. NO MANDAL NO OF VILLAGES BENIFITED1 Makavarapalem 1

h. Kamulagedda Reservoir Near Dharmavaram Village:-

Preamble:



The Kamulagedda Reservoir was constructed across Kamulagedda River near Dharmavaram village in Ravikamatham mandal ofVisakhapatnam District. The Reservoir situated at a distance of 26 KM from Narsipatnam. The Reservoir was completed nearly 1992-1994 andserves an ayacut of 315 acres.

Project Details: Longitude : 82° 41' 16'' Latitude : 17° 46' 45''

Hydrology: Dead Storage : 2.59 mcft Live Storage : 16.21 mcft Gross Storage : 18.80 mcft No. of Fillings : 2.73 F.R.L. : 118.60 m M.W.L. : 119.20 m T.B.L. : 120.70 m Catchment area : 2.10 sq.miles Maximum Flood Discharge : 38.80 cumecs Water spread area at M.W.L. : 40.00 acres aprox. O.M.F.L. : :

Earth Dam : Length of Bund : Top Width of Bund : 3.00 m Maximum Height of Bund : 12.14m Side Slopes and Front Slope : 2 : 1 and 2.5 : 1

High Co:efficient Weir : Total length of Weir : 39.00 m

Head Sluice ( left & right ): Sill Level Left : 113.50 m Sill Level Right : 114.00 m No. & Size of vent : 2 No.s Left : 800 mm φ Right : 800 mm φDischarge Left Canal : 0.04 cumecs Right Canal : 0.17 cumecsAyacut Left Canal : 53.00 acres Right Canal : 263.00 acres Total : 315.00 acresI.P. Created : 315.00 acresComponents of Project 1)Earth Bund 2)High Co:efficient Weir 3)Left & Right Head Sluice Mandals benefited : Ravikamatham mandal in Visakhapatnam DistrcitWater Utilization : 40 mcft ( 8 acres/ mcft ) aprox.Cropping pattern : Paddy, Sugar Cane and OthersPopulation benefited : 2 villages population 250

SI. NO MANDAL NO OF VILLAGES BENIFITED1 Ravikamatham 2

i.Cheedika Reservoir:-

Preamble:

Cheedika reservoir project is a rain fed tank in Cheedika village limits of Nakkapalli mandal of Visakhapatnam District. The reservoirsituated at a distance of 15 Km from Tuni. The reservoir is most naturally formed reservoir and it is having a self catchment area from hilly streamsof cheedikagedda. This reservoir servers an ayacut 223 Acres in G.Jagannadhapuram village of Nakkapalli Mandal of Visakhapatnam District.



Project Details: Longitude : 82° 34' 13'' Latitude : 17° 37' 5'' Hydrology & Earth Dam: Dead Storage : 2.48 Mcft Live Storage : 17.65 Mcft Gross storage : 20.13 mcft Length of tank Bund : 240 Mts F.R.L : +60.8 mts M.W.L : +62.3 mts T.B.L : +63.8 mts Catchment area : 6.75 sq.km M.F.D : 70.22 Cumecs No of sluices : 1 No at 90 mts chain age Sill level : + 66.5 mts Type : S.G shutter Number of weirs : 1 No at chainage 240/258 Body wall length : 18 mts Ayacut : 244.38 a/c Yield : 42.55 mcft M.F.D (Capacity) : 70.22 cumus c/s Mandal : Nakkapalli. Benefitted Village : G. J. Puram Cropping Pattern : Paddy I.P. Created : 223 Acres Components of Project 1. Earth Dam 2. Surplus Weir 3. Head Sluice Mandals benefited : Nakkapalli.Water Utilization : 30.54 McftCropping pattern : Paddy

SI. NO MANDAL NO OF VILLAGES BENIFITED1 Nakkapalli. 1

j. Yedlagedda Reservoir Project:-

Preamble:

Yedlagedda reservoir is a rain fed tank in Kokkirapalli village of Yelamanchili Mandal of Visakhapatnam District.The reservoirconstructed across Yeddlagedda at a distance of 3Km from Chennai : Kolkatha ( NH 5 ) road. The reservoir is most naturally formed reservoir and itshave self catchment area from hilly streams. The reservoir servers an ayacut of 728 Acres in Pedapalli & kokkirapalli village limits in Yelamanchili(M) of Visakhapatnam District.

Project Details:Longitude : 82° 49'10''Latitude : 17°30'50''

Hydrology:Head sluice Sill level of sluice : +55.145mType of sluice : well typeCatchment Area : 15.31 Sq Km ( 5.91 SqM)Maximum flood Discharge : 142 CusesYield Available : 2.48 M.Cum (86.88Mcft)Ayacut : 728 Acres 50 a/cDuty : 6 a/c Mcft ( 85 Hec/Mcum)Capacity at FRL : 1.158 Mcum ( 40.43 Mcft)



Gross storage : 1.30 Mcum ( 45.38 mcft)Percentage of Dead storage : 12.26% ( 0.142mcum)Foreshore submersion : 64.25 a/c 43.75 Gp

20.00 PL 0.50 P

No of fillings : 2.15 or 2 NosEarth dam Length of Dam : 600m Type of Dam : Earth dam Section adopted : Zonal section I.P. Created : 728 AcresComponents of Project 1)Earth Bund 2)Surplus Weir 3)Head SluiceMandals benefited : YellamanchliWater Utilization : 94 mcftCropping pattern : Paddy

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Yellamanchli 2

k.Kothali Reservoir Project:-

Preamble:

Kothali reservoir is a rain fed tank in Kothali village in Yelamanchili Mandal of Visakhapatnam District. This reservoir situated at adistance of 6 Km at Purushothampuram Village to NH5 road towards Tuni. The reservoir is most naturally formed reservoir and it is a having selfcatchment area from hilly streams. The reservoir servers an ayacut 280 Acres in Kothali, Purushothamapuram, and Regupalem (V) of VisakhapatnamDistrict.

Project Details: Longitude : 82°48' Latitude : 17°30' 50'' Hydrology:

Dead storage : 0.014 Mcft Live Storage@ FTL : 14.610Mcft Gross storage @ FTL : 44.04 Mcft F.R.L : +40.84 m M.W.L : +42.06 M T.B.L : +43.89 m Catchment area : 5.23 Sq.Km Maxim flood discharge : 1600 c/s Water spread Area : 61 a/c Earth Dam: Length of Dam : 129.54 m Top width of dam : 3.00m Side slopes : Front 2.5 : 1 Rear = 1:1 Spill way regulator Designed Discharge : 1600 c/s Crest level : +40.84m Length of spillway : 50 feet Head sluice: Sill level : +34.14m I.P created : 280 Acres Components of Project

1. Earth dam



2. Spillway (surplus weir) 3. Head sluice Mandals Benefited : Yelamanchili ( Kothali, Purushothapuram,Regupalem) Water Utilization : 35 Mcft Cropping patter : paddy ( Kharif)

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Yellamanchli 3

l. Madupaka Reservoir Project:-

Preamble:

Madupaka Reservoir is a Minor Irrigation tank. Ayacut :120 Acres

Project details: Longitude : 83°18' 40'' Latitude : 17° 5' 06''Hydrology: F. T. L : 32.30M M. W. L : 32.90M T. B. L : 33.85M Catchment Area : 1.10Sq Mts Maximum Flood Discharge : 19.80 Cusecs Length of Bund : 428M No.of Sluices : 1No( at 28.35M) Length of Surplus Weir : 19.20M Capacity of Tank : 5.63Mcft Ayacutdars : 154NosAyacut : 120 AcresI.P.Created : 120 AcresComponents of Project 1.Sluice 2.Surplus WeirMandals Benefited: PendurthiWater Utilization Irrigation PurposeCropping Pattern Paddy and Others

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Pendurthi 6

m .Gurrampalem Reservoir Project:-

Preamble:

Madupaka Reservoir is a Minor Irrigation tank, Ayacut 133.9 Acres

Project Details: Longitude : 83°10' 42''Latitude : 17°52' 02''Hydrology: F. T. L : 55.17MM. W. L : 55.78MT. B. L : 56.67MCatchment Area : 15.65Sq MtsMaximum Flood Discharge : 19.74 CusecsLength of Bund : 420MLength of Surplus Weir : 19.30MCapacity of Tank : 5.63Mcft



Ayacutdars : 239NosAyacut : 133.9AcresI.P.Created : 133.9Acres Components of Project 1)Sluice 2)Surplus WeirMandals Benefited : PendurthiWater Utilization : Irrigation PurposeCropping Pattern : Paddy and Other

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Pendurthi 4

n .Rangabolugedda Reservoir Project:-

Preamble:

Formation of Reservoir across Rangabolugedda near paravadapalem(v) Kasimkota Manadal in Visakha district. The Ayacut that wouldbe benefited by this scheme is 732Acs

Project Details: Longitude 82° 45' 0'' Latitude 17° 32' 0'' Hydrology Catchment Area 2.60 Sq Miles Yield available 38.35 Mcft MFD 53.55 Cumecs Gross Storage 19.81 Mcft Dead Storage 3.23 Mcft Live Storage 16.58 Mcft No of fillings 2 No's Reservoir FRL + 27.75 M MWL + 28.50 M TBL + 30.00 M Sill Level + 24.40 M Length of Bund 1.02 KM Max Height of Bund 12.50 M Top Width of Bund 3.00 M Side Slopes U/s 2:1 for Height above 10.50 M of bund 2.5:1 for Heights below 10.50 M of bund D/s 2:01Surplus Weir

Type of Weir HighCoefficient

Length of Weir 36.5 Head of Flow 0.75 M Crest Level + 27.75 M Canal Left RightLength of Canal 1.99 KM 3.50 KMAyacut 357 Acs 375 Acs (Khariff:GN (Khariff:GN Rabi:Pulses) Rabi:Pulses)

KM 1.785 to T.E 0.90 M X 0.35 M 0.138Cumecs

Discharge 0.131 Cumecs IP Utilized during 2011:12 Khariff :732Acs



Mandals Benefited : KasimKota: 4 villages benifited

Water Utilization : 732Acs.(22Acs/Mcft)

Cropping Pattern : Ground Nut, Pulses Population Benefited : 4 villages

S.No Mandals No of villages benefited1. Kasimkota 8

The expenditure incurred so far is Rs.206.75 Lakhs including L.A. Land Acquisition:: completed , R&R :: No R&R is included in this project .

o. Isukagedda Reservoir Project:-

Preamble:

Introduction : The scheme is Located at a Distance of 10Kms from Deverapalli(v) and 60Kms from Visakha City, which is at about0.60Kms towards east of Butchayyapalem (v). The scheme intended to irrigation facilities to 593Acers.

Project Details:Location Longitude 82° 55̕' 50'' Latitude 17° 59' 49'' Hydrology Catchment Area 4.023 Sq MilesYield available 75.22 McftYield Proposed to be utilized 50.01 McftMFD 97.37CumecsGross Storage 26.69 McftDead Storage 2.46 McftLive Storage 24.23 McftNo of fillings 2 No'sReservoir FRL 116.60 MMWL 117.50 M/+ 117.60 MTBL 119.00 M/+ 119.10 MSill Level 112.50 MLength of Bund Left Bund 285 MtsRightBund 315 MtsMax Height of Bund 11.71 MtsTop Width of Bund 4.50 MSide Slopes 2:01Area of Submergence 73.93 AcsSurplus Weir Type of Weir High CoefficientLength of Weir 53M/46 MHead of Flow 1.50 MCrest Level 116.60 MHead Sluice Sill Level 112.50 MDischarge 0.2368 CumecsType of Barrel 800 mm dia RCC Hume PipeCanal Length of Canal 1.96 KMAyacut 593 AcsIP Created :work under progressMandals Benefited : Deverapalli



Water Utilization ::::::::::::::::::: Cropping Pattern : Paddy,GroundNut,pulses

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Deverapalli 2

The project is completed and water is being released from the scheme to the contemplated ayacut since Khariff 2014.

The expenditure incurred so far is 247.00 Lakhs (Land Acquisition Rs.83.50 Lakhs and works Rs. 163.50 Lakhs).

Land Acquisition:

Total land required : 86.18 Acs.(Pvt land 36.41 Acs +Govt land 49.77 Acs)Land Acquired: 82.13 Acs.(Pvt land 36.41 Acs +Govt land 45.72 Acs)Land to be acquired: 4.05 Acs D patta land.

R&R:

The People of Butchayyapalem (v) have demanding for implementation of R&R to their village. After prolonged correspondencegovernment have rejected the Proposals as it is not relevant.

ONGOING MAJOR IRRIGATION PROJECTS

1. MAJOR IRRIGATION PROJECTS:

a. Modernization of Sri Raja Sagi Suryanarayana Raju Thandava Reservoir Project

I.P Contemplated - Modernization work (meant for stabilization of the existing work.)I.P Created - Modernization work

i) Improvements and modernization of Two Main Canals i.e., RMC & LMC and its 7 Majors of Thandava Reservoir Project wasAdministratively sanctioned for Rs.55 Cr vide G.O.Ms No.61, Dated 20-5-2005. The estimate was technically sanctioned for Rs.55 Cr vide CEINo.2/2006-07 Dated 9-5-2006. The work was entrusted to M/s G.Venkata Reddy & Co, Hyderabad (Now Max Infra (I) Ltd, Hyderabad) with 54.88Cr Vide agmt No. 12SE/2006-07, Dated 9-3-2007 to complete the work in 30 Months. Revised sanction for Rs.65.62 Cr was accorded by ENC, Hydon 01-06-2011. The Agency could not complete the work within the Agmt Period. Subsequently EOTs were granted from time to time. Now, thepresent EOT is lapsed by 31-5-2014. Further EOT upto 30-6-2015 are under process. Expenditure incurred on works so far is Rs.46.10 Cr, Price Adjis Rs. 3.90 Cr and on LS is 0.22 Cr. Total exp is Rs.50.22 Cr. So far 86% work is completed.

ii) Hud-Hud CDR Works: During the Hud-Hud Cyclone occurred in October 2014, 40 Nos of works were damaged and the estimates forRs.214.90 Lakhs were administratively sanctioned and works are to be grounded (Kotananduru (M) 14 No.s 87.40L, Nathavaram (M) 23 No.s121.50L ans Narsipatnam (M) 3 No.s 6L)

iii) JICA programme: one work is proposed to improve the Minors on Main canals and Major distributaries to an amount of Rs. 72.56crores. For SID operations to prepare the DPR with JICA guidelines. The proposals have been submitted to the ENC Major Irrigation to accordpermission and for entrust SID operation work through outsourcing Agency.

b. Control Measures To Visakhapatnam Airport

I.P Contemplated - Project is intended to protect Visakhapatnam Airport from the flooding of surplus waters ofKonagedda and Mehadrigedda

I.P Created - Nil

Budget Allocation for 2014-15 - Rs.38.00 Crores to be borne by VUDA and Rs.38.00 Crores from Irrigation Budget as perG.O.Ms.No.221 dt.20-11-2008.

Expenditure - 3619 LAKHSStatus:

The work is taken up to avoid flooding of airport from surplus water of Meghadrigedda reservoir and Kondagedda a local stream. 70%of work was completed and balance work is in progress

c. Polavaram Irrigation Project

ISLMC Package No. 6 at Chainage Km 116.230 to Km 116.529 in Namavaram village, Payakaraopeta Mandal, Visakhapatnam District.



Lining work is in progress in ISLMC Package No. 7 at chainage KM 152.20 in Yerravaram village, Yelamanchili Mandal,Visakhapatnam District.

Preamble:

The Polavaram Project is located in Andhra Pradesh on the river Godavari near Polavaram village about 34 KM upstream of Kovvur,Rajahmundry and 42 KM upstream of Sir Arthur Cotton Barrage (Godavari Barrage), where the river emerges out of last range of the Eastern Ghatsand enters the plains. The Longitude and latitude of the Project site are 81°39'49'' E and 17°16'53'' N respectively. The Indira Sagar PolavaramProject is contemplated as Multipurpose Project envisaging Irrigation benefits for the upland areas of East Godavari, Visakhapatnam Districts underleft canal and West Godavari, Krishna district under Right Canal covering an ayacut of 7.2 lakh acres and generation of 960 MW Hydro ElectricPower. In addition to this, under its left canal it envisages Water supply for industries in Visakhapatnam Township and steel plant besides domesticwater supply to villages and towns en-route, Diversion of 80 TMC of water through the right canal to Krishna River to augment the supplies ofKrishna Basin, indirect benefits such as development of Pisciculture and providing recreation and other benefits besides urbanization.

Indira Sagar Polavaram Left Main Canal:

This is one of the components of indira Saga Polavaram Project. It is contemplated to irrigate an ayacut of 4.00 lakh acres of ayacut (outof which 2.5 lakh in East Godavari and 1.5 lakh in Visakhapatnam districts.) in upland areas of East Godavari and Visakhapatnam districts. It wouldalso provide assured water supply to the fast growing harbor city Visakhapatnam on the eastern coast besides domestic water supply to the villagesand towns enroute the canal. The water supply canal beyond Kanithi tank is also proposed. It runs for a length of 10.85 KM and empties into theexisting Meghadrigedda Reservoir. This will act as a terminal reservoir for Polavaram project left main canal and will serve the water supply needsof Visakhapatnam city and industries in and around the city.

Objectives:

1. To create an Irrigation potential of 2.50 lakh acres in East Godavari District and 1.50 lakh acres in Visakhapatnam Districts.2. Assured water supply to Visakhapatnam city, steel plant and enroute villages.3. Diversion of 23.44 TMC of Godavari Water to Visakhapatnam industrial requirements.

Cost of project : Rs. 1954.74 Crores. Expenditure incurred upto 30.07.2014 : Rs. 1261.992 Crores (for all packages)

Status of works:

Works are in progress : so far 57% of works pertains to LMC completed

Water requirement:

Proposed utilization by the project (Indira Sagar Left Main Canal) Water supply to Vizag city for drinking purpose : 23.44 TMC ft. Left Main Canal irrigation : 99.36 TMC ft. Total : 122.80TMC ft.

Drinking Purpose:

Owing to the construction of Indira Sagar Project left main canal it is envisaged to provide drinking water to 178 villages enroute thecanal in Visakhapatnam District (Village wise ayacut particulars in Visakhapatnam District is enclosed in Annexure A) and 180 villages in EastGodavari district. After completion of the Polavaram head works, it is assumed to supply drinking water to the above villages through left main canaland 23.44 TMC of water has been catered for industrial and drinking water purpose to Visakhapatnam district.

Ayacut proposed (for VSP) : 1,62,239 Total cost : 488 crores Remarks : Project located at east Godavari district. The ayacut covered in Vsp district is 1,62,239 and the work is under progress. Mandals Benefited : 8 mandals. Paykaraopeta, Makkapalli, Yellamanchalli, Yeddrayavaram, Rambilli, Pisinikada Kasimkota, Anakapalli.

4. Modernization of Sri Varada Narayana Murthy Raiwada Reservoir Project

Preamble:

The Modernization of Sri Varada Narayanamurthy Raiwada Reservoir Project was taken up which involves lining of canals in order toimprove the carrying capacity of canals so as to supply Irrigation water uninterruptedly to the tail end ayacut. Sri Varada Narayanamurthy Raiwada



Reservoir Project is taken up with an estimated cost of Rs.2142 Lakhs. 27% work is completed. Expenditure incurred is Rs.550Lakhs. Due to slowprogress, the present agency was terminated. For balance works estimate was prepared for Rs.6006L and submitted to Chief Engineer, North Coast,Visakhapatnam for obtaining Administrative Approval. The revised estimate was returned with remarks and are being attended by the ExecutiveEngineer, Visakhapatnam Division, Visakhapatnam.

I.P Contemplated - Modernization work (meant for stabilization of the existing work)I.P Created - Modernization workEstimate Amount - 21.14,CroresCumulative Expenditure - 550 LAKHS

5. Modernization of Sri Vechelam Palavelli Konam Reservoir

Preamble:

The Modernization of Sri Vechelam Palavelli Konam Reservoir Project was taken up which involves lining of canals in order to improvethe carrying capacity of canals so as to supply Irrigation water uninterruptedly to the tail end ayacut. The work consists of lining of high level canal,L.P.Channel, Marlagummi Channel, Sirijam Channel, Mangalapuram left and right side channels and Kandivaram branch channel, Boyapadu branchchannel, Pata Singavaram branch channel Appalarajupuram branch channel K.J.Puram branch channel. Sri Vechelam Palavelli Konam ReservoirProject works were taken up with an estimated cost of Rs.963lakhs and At present about 72% of work is completed and an amount of 7.18Crores wasincurred and work was stopped from 31/07/2012

I.P Contemplated - Modernization work (meant for stabilization of the existing work)I.P Created - Modernization work

6. Modernization of Sri Tenneti Viswanadham Pedderu Reservoir Project

Formation of Reservoir acrossPedderu River near Ravipalem (V)Madugula(M)

- Estimate amount 3992.00L

Sub Work:Excavation of 4 L(A)Minor from 1 L distributory ofRight Main Canal (RMC) ofPedderu Reservoir Project

- Estimate amount -586.00L

Agreement Value and AgreementNo - 3,02,11,914, 6SE/2001-2002

Present status:

Excavation of 4L(A) minor from Km 0.800 to 4.050 Km, Km 0.30 to 0.800 km and sub minor from Km 0.00 to 1.75 km includingconstruction of CM & CD works, construction of Aqueduct from 365m to 545m under 1L distributory of right main canal of Sri TennetiViswanadham Pedderu Reservoir project near Ravipalem(V) in Madugula(M) of Visakhapatnam(Dt).Was accorded Revised AdministrativeApproval for Rs.6.35 Crs. Vide G.O.Rt.No227 dated 17-5-2014. The Government has instructed to get Clarence from Tribal Sub Plan committee andexecute the scheme. After TSP Clearence, work will be taken up after obtaining technical sanction from the competent authority.

Minor Irrigation projects

S.No Name of the Project Acres1. NTR Reservoir Project 34442. Urakagedda 16303. Palagedda 4324. Jaggammagedda 3475. Gorrigedda 476 TOTAL 6329

a.Urakagedda Reservoir Scheme

Preamble:



Introduction : Reservoir is under construction on Urakagedda, a hill stream, a tributory of pedderu River in turn to Boddarevu River,which is finally joins into Saradha River, the scheme is located at 91 Kms from Visakhapatnam. The Ayacut that would be benefited by this schemeis 1630Acers

Location Longitude 82°43' 00'' Latitude 17° 56' 15''Hydrology Catchment Area 30.70 Sq Miles Yield available 737.624 Mcft Yield Proposed to be utilized 71.84 Mcft MFD 445.135 Cumecs Gross Storage 76.27 Mcft Dead Storage 12.17 Mcft Live Storage 64.11 McftReservoir FRL +134.00 M MWL +136.50 M TBL +138.00 M Sill Level +127.30 M Length of Bund 515 Mts Max Height of Bund 25 Mts Top Width of Bund 6.00 M Side Slopes 2:01 Area of Submergence 106.15 AcsSurplus Weir Type of Weir Ogee Length of Weir 52 M Head of Flow 2.50 M Crest Level 134.00 MHead Sluice Sill Level 127.30 M Discharge 1.804 Cumecs Type of Barrel 1000 mm dia RCC Hume PipeCanal Length of Canal 9.82 KM Ayacut 1630Acs IP Created ::::::::::::: Mandals Benefited : Madugula Water Utilization :::::::::: Cropping Pattern : Paddy,GroundNut, Bajra

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Madugula 3

Head Works of Urakagedda Reservoir Project is completed 2006. Canals works were hampered due to L.A. Now L.A problem is solvedand the balance worksk of canal were incorporated in the scheme R.E II and submitted to Government for approval. Approval is awaited. Soon afterreceipt of approval remaining works of canal will be taken up.

Acquisition:

Total land required for the project is 181.71Ac (72.77AC Govt. land +108.94 Ac Pvt. land). The LA problem is solved in 2010.

Further the R&R estimate is once again revised based on wages of labour as per collectors proceeding in 2013 For Rs. 292.00 L and incorporatedin the scheme R.E of the estimate. The approval of the RE is awaited from the Govt..

Expenditure incurred so far is 903 L.(including LA expenditure of 90 L + R&R expenditure of 47 L)Balance Works 5.52 Crs.Canals: 1.85Crs, R&R 2.70Crs, SID for Minors and Sub: minors 1.02Crs.



b.NTR Reservoir Project

Preamble:

N.T.R.Reservoir is proposed across Tacheru River, a tributary of Bodderu River which in turn joins in Sarada River. The Scheme site issituated at a distance of 91 km from Visakhapatnam. The Ayacut that would be benefited by this Scheme is 3444 Acs.

Name of Work:

Formation of Sri N.T.R. Reservior across Thacheru River near Thatiparthi Village in Madugula Mandal of Visakhapatnam district.

C.C.A. : 3444 Acres.M.W.L : (+) 113.500T.B.L : (+) 115.300F.R.L : (+) 112.000Catchment Area : 26.80 Sq milesYield Available : 492.00 M.CftAvg. Utilisation under the scheme : 262.22 M.CftGross Capacity : 203.90 M.CftLive Capacity : 177.60 M.CftNo of Fillings : 1.5Side slopes : 2:1 on both sides of U/S & D/SLength of Bund : 1317.00 mts

: 0:90 Mts surplus Weir: 90:136 Mts Breach Portion: 136:408 Mts Earth Bund: 408:627 Mts Gorge Portion: 627:802 Mts : High Mound: 802:1317 Mts Guide Bund

Ayacut : 3444 AcresKharif 1715 Acres: Paddy1729 Acres: Pulses I.D.

Surplus WeirType of Weir : High Coefficient WeirLength of Weir : 90.00 MtsCrest Level : (+) 112.000Head SluiceSill Level : (+) 100.000 @ Ch. 1100.00 MtsBarrel : Pipe barrel of 1000 mm DiaAdditional SluiceSill Level : Proposed @ Ch. 110.00 Mts (+) 102.00IP Created : 2200 Acs.Mandals Benefited : MadugulaWater Utilization : 2200Acs.(8 Acs/Mcft)Cropping Pattern : Paddy, Grount Nut, PulsesPopulation Benefited : 8 Villages Population


1. The project work was started during the year 2000 and completed the Head works such as Earth Dam (expect in Gorge Portion from 405 Mtsto 627 Mts ), Surplus Weir and Head Sluice by 2004.

2. Construction of additional sluice is proposed at ch. 110mts of Earth Dam so as to facilitate supply of water as and when required to protect theLRR ayacut of 1037 Acres. In terms of the vide G.O. Rt. No.1270, Dt.03:11:2003.

3. During the execution, the aycutdars have stopped the construction of additional sluice with a plea that the contemplated ayacut would beaffected.

4. The Joint collector Visakhapatnam has constituted a committee.Now final meeting was conducted in the presence of RDO on 30:3:2013 alongwith other committee members with original project ayacutdars and LRR ayacutdars. The ayacutdars have agreed to construction of additionalsluice for LRR ayacutdars and given their consent to the committee members. the report of the committee is submitted to collector videRevenue Divisional Officer, Narsipatnam RC.No.807/2013/H/ dated 27/4/2013.



5. The Estimates for the Balance Head works, additional sluice+breach closing and the balance length of canal ie., from km 5.48 to km 6.33 willbe incorporated in the Scheme R.E II for an amount of Rs 1389 Lakhs and the same was submitted to the CE/MI/Hyd., vide SE/IC/VSpsLr.No. 238CE dated 7:6:2014 and returned the RE II and instructed to prepare with current SSR15:16 and the same are being attending. Thebalance works will be completed soon after obtaining approval of R.E II.

6. Water is being released to the ayacut to an extent of 2200 Acs. since2008. against the contemplated ayacut of 3444 Acs.7. Expenditure incurred so far is Rs.821.62 Lakhs

Land Acquisition:

Total land required : 369.36 Acs.(Pvt land 124.36 Acs +Govt land 214 Acs) Land Acquired: 338.36 , 31Acs. Land is required fordistributories and minors. The proposals are under preparation.

R&R :: No R&R is included in this project .

c. Palagedda Reservoir Scheme

Preamble:

Reservoir is proposed across Palagedda, a hill stream, a tributary of Thacheru River in turn to Bodderu River and finally joins in toSarada River. The Scheme is located at a distance of 75 Kms from Visakhapatnam. The scheme is intended to stabilize the Registered Ayacut of432.Acers.

Name of Work:

Formation of Reservoir across Palagedda near Madugula (V) & (M) in Visakhapatnam Dist.

Location : Longitude : 82°49'10'' : Latitude : 17°55'10''

1. Estimate Amount : Rs 87.40 Lakhs vide CE (MI) No. 99/2003:04 Dated. 08:06:2004

2. M.W.L : (+) 96.40m 3. T.B.L : (+) 97.90m 4. F.R.L : (+) 95.50m 5. Catchment Area : 3.50 Sq.miles 6. Yield Available : 70.49 MCft 7. Gross Capacity :30 MCft 8. Live Capacity : 27.50 MCft 9. No of Fillings :2 10. Side slopes : 2:1 on both sides of U/S & D/S 11. Length of Bund : 495 Mts 12. Ayacut : 432.07 Acres 13. Ayacut Benefited Village : Madugula Surplus Weir 1. Type of Weir : High CoefficientWeir

2. Length of Weir : 48.00 Mts 3. Crest Level : (+) 95.50m 4.MFD : 86.95 Cumecs Head Sluice Main Canal Feeder Canal1. Sill Level (+) 88.00 @ Ch.50m (+) 87.60 @ Ch.180m2. Length 276m 321mIP Created : 365 Acs. Mandals Benefited : Madugula Water Utilization : 365Acs.(7 Acs/Mcft) Cropping Pattern : Paddy, Grount Nut, Pulses




The Head Sluice, Surplus Weir and Earthen bund except revetment, chutes & turfing are completed in the year 2008. The contractor hasnot completed the works as per agreement (only 80% work done) and the contract was terminated under clause 60 (a) of PS to APSS duly forfeitingthe deposits including work done but not paid amount in the month of 10/2010 and ratified vide SE/IC/VSP Lr. No 175 WSM dt. 6/7/2011.TheRevised estimate including the balance work such as revetment, turfing, feeder channel is is prepared with current SSR 2014:15 for an amount of Rs207 Lakhs and submitted to Chief Engineer, Minor Irrigation for approval. Expenditure so far is Rs.92 Lakhs

Acquisition:

1. Total land required : 41.432Acs.2. Land Acquired :38.77Acs Land to be Acquired: 0.81Acs. for feeder canal.3. R&R :: No R&R is included in this project .

d.Jaggammagedda

Preamble:

The scheme is located on the left side of Sontyam:Padmanabham road at about 800mts away from 7th Km stone where it crossedJaggammagedda near chinnayyapalem(v) rehabilitation colony near Kusulavada(v) Anandapuram(M) of Visakhapatnam District. The ayacut thatwould be benefited is 347 Acers.The scheme is located on the left side of Sontyam:Padmanabham road at about 800mts away from 7th Km stonewhere it crossed Jaggammagedda near chinnayyapalem(v) rehabilitation colony near Kusulavada(v) Anandapuram(M) of Visakhapatnam District.The ayacut that would be benefited is 347 Acers.

Name of Work:

Formation of Reservoir across Jaggamgedda near Kusalavada (V), Anandapuram (M), Visakhapatnam Dist.

Location : Longitude 83°18'40'': Latitude 17°55'47''

Amount of estimate i) On Works : Rs. 3,93,18,917/-ii) Total Cost including LACharges : Rs. 4,90,00,000/-

iii) Ayacut proposed : 347 Acres (147 Acres new 200 Acres Existing)iv) Cost per Acre : @ 10% interest Rs. 1,41,210/-d) Category (Agency /s.t/tsp) : NormalHydrology M.W.L : (+) 64.40mT.B.L : (+) 65.90mF.R.L : (+) 63.20mCatchment Area : 3.65 Sq.milesYield Available : 56.921 MCftMFD : 69.46 CumecsGross Capasity : 26 MCftLive Capasity : 22.70 MCftSill Level : +57.50 mtsNo of Fillings : 2Side slopes : 2-1on both sides of U/S & D/SLength of Bund : 430.62 Mts(Excluding the length of theMaximum Ht. of Bund : 16mts in deep courseTop width of Bund : 3 mts.

Surplus Weir Type of Weir : High Coefficient WeirLength of Weir : 25 MtsCrest Level : (+) 63.20(FRL)Head of flow : 1.20MtsHead Sluice Sill Level : (+) 57.5mSection Proposed :

Canals By providing water for tanks In place of deficit yeild Direct TotalLeft canal 90 79 169



Right canal 57 121 178Total 147 200 347

IP Created : ::::::::::::::: IP Mandals Benefited : Anandapuram Water Utilization : :::::::::::::::: Cropping Pattern : Wet,ID Population Benefited : 2 Villages

SI. NO MANDAL NO OF VILLAGES BENIFITED1. Anandapuram 2

1. This project was Administratively sanctioned vide G.O.Rt.No.320 dated 03:03: 2005 for Rs. 209.40 Lakhs. Agency for the above work wasfixed but local villages did not allowed the agency to start the work even though the total land was acquired and the foreshore land belongs toGovernment.

LAND ACQUISITION:

1. The land plan schedules for the Head works and canals were sent to Revenue authorities in the month of 10/2005 for an extent of 64.05Acs.Out of 64.05 Acs requisitioned, the private land is 19.5925Acs. An amount of Rs.43.35 Lakhs was deposited to the Revenue Departmentfor payment of Land compensation. Land Acquisition was completed and handed over to the department.

2. Due to Agitation of Local Ryots , the work could not be grounded by the first agency and the contract was determined and entrusted to thesecond agency. This agency was also could not ground the work due to the above problem and requested the department to close the contract,the contract was closed and the RE was submitted to the higher authorities.

3. R&R : An amount of Rs.40.16Lakhs for R&R as per guidelines of G.O.Ms.NO.68 has been worked out and incorporated in the RevisedEstimate and submitted to Chief Engineer ,Minor Irrigation, Hyderabad vide Superintending Engineer, Irrigation Circle, Visakhapatnam letterNo.404CE, dt. 17/9/2012 for according sanction and implementing R&R.

4. The Chief Engineer, Minor Irrigation, Hyderabad in turn instructed to resubmit the RE with SSR 2013:14 duly closing the existing Contract asper clause 58 of APDSS.

5. The contract was closed and the RE was recasted with SSR 2014:15 for Rs. 545.00 Lakhs and submitted to CE/MI/Hyd., vide SE/IC/VSPLr.No. 4SE dated 03/01/2015. But the agency has not given consent letter and informed that they have incurred heavy expenditure onmobilization and demobilization of labour and machinery as the villagers have obstructed the work .

6. Balance Works 5.45 Crs. Canals 0.564Crs, LA,R&R and others 1.54Crs, Head Works 3.225Crs.

e.Gorrigedda Reservoir Project

1. Gorrigedda Reservoir Project is located near Thummalapalem village of madugula Mandal in Visakhapatnam District.2. Gorrigedda Reservoir is intended to irrigate an ayacut of 640 Acres covered in 5 Villages.3. Project Works were taken up under TSP Grant in 1988 vide GO Ms No.452, Dated 29:12:1987 for Rs.64 Lakhs and Completed during 2000

and water is being released for 476 Acres since 2001.Present Status

4. The Right & Left Head sluices constructed with R R Masonry were damaged due to lack of maintenance and both the canals were silted up atmany places due to cyclonic rains.

5. Administrative approval was accorded for Restoration works of the Project under TSP Grant for Rs.83 Lakhs vide GO Rt No.977, Dated15:10:2013 and Technical Sanction has been accorded by the Chief Engineer, Minor Irrigation, Hyderabad.

6. Restoration work has been entrusted to M/s NSPR Constructions Pvt Ltd, Hyd for Rs.59.98 Lakhs vide Agt No.17SE, Dated 23:1:2014.7. 87% of work is completed and balance works are in progress.8. EOT Sanctioned up to 31:1:2015 and further E.O.T up to 30:7:2015 are Granted.9. Expenditure incurred so far is Rs.52 Lakhs.

10. RE The Estimate for Balance work was incorporated in RE for an amount of Rs 101.80 Lakhs and the same was submitted to the CE/MI/Hyd.,vide SE/IC/VSp's Lr.No. 141CE dated 7:4:2015 . The balance works will be completed soon after obtaining approval of R.ELand Acquisition:

11. Total land required : 184.34 Acs.(128.37Ac.Govt.Land+55.93Acs.Pvt Land) Land Acquired:184.37Acs.12. Rs.20.06 Lakhs has been deposited to the Revenue dept. Utilization certificate are to be obtained.13. R&R :: No R&R is included in this project .

C. CONTEMPLETED IRRIGATION PROJECTS

1. MAJOR IRRIGATION PROJECTS

a. Babu Jagjeevan Ram Uttarandhra Sujala Sravanthi Project:(Stage:2):

Ayacut proposed (for VSP) :3, 21,000Acres

2 MEDIUM IRRIGATION PROJECTS:

::NIL

3. MINOR IRRIGATION PROJECTS:



LIFT IRRIGATION SCHEMES PROJECTS

Name of theschemes Village Mandal Estimate

amountAyacut in

acresFundingagency Remarks

L.I.S. onUrakagedda Sankaram Madugula 281.6 280 : DPR submitted to govt of AP and awaiting

sanctioning

Completed Lift Irrigation Schemes and their ayacut

a. L.I.SCHEMES 43 Nos 6203 Acers

Statement showing the Mandal wise M.I Sources ( In acres)

S.No Constituency Name of Mandal M.I Tanks> 100 M.I Tanks< 100 M.I Sources (Anicuts,Groynes,Open Head Channels) Total

No. ofSources

Regd.Ayacut

No. ofTanks

Regd.Ayacut No. of Sources Regd. Ayacut No. of

SourcesRegd.Ayacut

1ANAKAPALLE

ANAKAPALLE 9 1452.69 139 3975.8 6 9578 154 15006.492 KASIMKOTA 1 343 71 1739.81 7 6294 79 8376.813

BHIMILI

ANANDAPURAM 4 1346.17 169 3257.79 2 184.47 175 4788.434 BHEEMUNIPATNAM 7 1542.29 57 1523.57 4 360 68 3425.865 PADMANABHAM 12 2681.77 117 3169.67 5 2125.36 134 7976.86 VISAKHAPATNAM(R) 0 0 1 640 1 6407

CHODAVARAM

CHODAVARAM 4 864 57 1854.04 14 7265.88 75 9983.928 BUTCHAYYAPETA 13 2348.5 153 4593.9 10 1654 176 8596.49 RAVIKAMATHAM 11 1791.32 188 4289.22 7 1145.38 206 7225.9210 ROLUGUNTA 9 2052.1 153 3830.67 2 168.21 164 6050.9811 GAJUWAKA GAJUWAKA 0 0 0 0 0 012

MADUGULA

MADUGULA 7 1367.91 73 3799.74 21 9122.09 101 14289.7413 CHEEDIKADA 1 144 205 4804.59 7 829 213 5777.5914 DEVARAPALLE 5 1026 142 2538.66 0 0 147 3564.6615 K KOTAPADU 15 2212 208 4566.55 5 1158 228 7936.5516

NARSIPATNAM

NATHAVARAM 7 1239.7 134 3369.76 13 1292.77 154 5902.2317 GOLUGONDA 3 563.7 112 1992.71 29 5058 144 7614.4118 NARSIPATNAM 10 1602.96 73 1373.34 3 2550.31 86 5526.6119 MAKAVARAPALEM 8 2260.26 145 2909.46 9 2178.72 162 7348.4420

PAYAKARAOPETA

KOTAURATLA 6 1314.22 68 1970.64 8 2812.41 82 6097.2721 NAKKAPALLE 20 3645.4 148 3877.91 2 285 170 7808.3122 PAYAKARAOPETA 10 3171.42 24 961.96 7 12968.52 41 17101.923 S RAYAVARAM 21 10256.79 35 1067.24 20 8522.54 76 19846.5724

PENDURTHI

PEDAGANTYADA 0 0 0 0 0 025 PARAVADA 10 1792.67 194 3212.72 1 341.25 205 5346.6426 SABBAVARAM 22 4215.22 217 5534.17 17 1175.54 256 10924.9327 PENDURTHI 13 1908.82 95 2544.52 7 79.99 115 4533.33

28 VISAKHAPATNAMEast VISAKHAPATNAM(U) 0 0 0 0 0 0

28 VISAKHAPATNAMNorth 0 0 0 0 0 0

28 VISAKHAPATNAMSouth 0 0 0 0 0 0

28 VISAKHAPATNAMWest 0 0 0 0 0 0

29

YELAMANCHILI

MUNAGAPAKA 7 3651.5 13 333.96 9 7624 29 11609.4630 RAMBILLI 3 622.61 59 1143.92 36 11715 98 13481.5331 ATCHUTAPURAM 3 2320.2 132 2500.65 3 496 138 5316.8532 YELAMANCHILI 6 1328 30 916.62 8 4322 44 6566.6233 ARAKU VALLEY MUNCHINGIPUTTU 0 0 36 2204 36 2204



34 PEDABAYALU 0 0 65 2864 65 286435 DUMBRIGUDA 0 0 29 1735 29 173536 ARAKU VALLEY 0 0 57 3635 57 363537 HUKUMPETAU 0 0 65 3810 65 381038 ANANTHAGIRI 0 0 47 3540 47 354039

PADERU

G.K.VEEDHI 0 0 77 3771 77 377140 CHINTAPALLE 0 0 79 5799 79 579941 KOYYURU 0 0 35 6265 35 626542 G.MADUGULA 0 0 55 3368 55 336843 PADERU 0 0 46 2185 46 2185 Total 247 59065 3211 77653.59 854 141122 4312 277841

A.P.S.I.D.C. : DETAILS OF COMMISSIONED LIFT IRRIGATION SCHEMES : VISAKHAPATNAM DISTRICT

S.No Name of theScheme Source Mandal Date of

Commissioning

Est cost(Rs.inlakhs)

EnvisagedAyacut

Presentstage Remarks

Rev. Estamount(Rs.inlakhs)

A. Arakuvalley Constituency:

1 Hukumpeta Bongugedda Hukumpeta Jul:80 2.24 100 Workingcondition : :

2 Barapalli Bongugedda Hukumpeta Aug:80 3.46 300 :do: : :

. 3 Addumanda Addumandagedda Hukumpeta Aug:87 4.92 200 Workingcondition

V Estimates for revivalsubmitted to Govt, underTSP.

26.57

4 Benzipur Pathalagedda Aruku Jun:81 3.64 200 Notworking 79.13

5 Tadigiri Mandigedda Hukumpeta Jun:81 3.37 200 ' :do: 48.946 Kotnapalli Bongugedda Hukumpeta Jun:81 2.65 170 :do: 42.357 Nakkalaputtu Mandigedda Hukumpeta Jun:81 2.79 150 :do: 42.298 Konthili Bongugedda Hukumpeta Jul:85 2.77 145 :do: 35.459 Nimmagedda Pathalagedda Dumbriguda Jul:86 4.92 150 :do: 41.910 Diguduputtu Bongugedda Hukumpeta Oct:93 5.5 85 :do: 2011 Kothavalasa Pathalagedda Aruku Jul:86 4.81 200 do: 97.25

12 Kodigedda Kodigedda Aruku Oct:79 2.13 100 :do:Estimates for revivalunder preparation underTSP

:

13 Bodiguda Kodigedda Aruku Oct:91 4.95 100 :do: :14 Kuridi Sirijamigedda Dumbriguda Aug:92 8.45 175 :do: :

15 HNTC farmKothavalasa Pathalagedda Arakuvalley 1992 2.931 40 Not

working Not Fit for Revival :

16 Santhari. Mandigedda Hukumpeta Dec:93 6.5 135 : sub:total 66.031 2450 B. Elamanchili Constituency:

1 Vadrapalli Kondakarlava Munagapaka Sep-00 36 333 Workingcondition

Estimate forImprovements with 10%Benef. Contributionsubmitted to Govt.

16.24

2 Cheemalapalli Kondakarlava Atchutapuram Sep:08 62.16 175 :do: : :3 Patipalli Anakapalli Ava Munagapaka 178956970.4 21.38 200 :do: : : sub:total 119.54 708 C. Pendurthi Constituency:

1 Narava Meghadrigedda Pendurthi Mar:97 7.13 100 Workingcondition : :

D. Payakaraoeta Constituency:

1 Yendapalli Varaha Kotavuratla Apr:95 4.81 165 Notworking

Estimate torimprovements witn 10%Benef. Contribution

11.55

sub:total 4.81 165



E. Chodavaram Constituency:

1 Seemunapalli Vootagedda Chodavaram Aug.07 51.35 260 Workingcondition

Estimate forImprovements with 10%Benef. Contributionsubmittpd to Govt.

14.77

2 Muddurthi Sarada Chodavaram Sep:94 9.97 325 Notworking

Estimates for revivalsubmitted 59

sub:total 61.32 585 F.Paderu Constituency:

1 Bandabayalu :1(SP) Lothugedda Chintapalli May:95 4.95 75 Not

working

Estimates for revivalsubmitted to Govt, underTSP.

23.5

2 Bandabayalu : II(SP) Lothugedda Chintapalli May:95 4.99 75 :do: 6.8

3 Seribayalu : II(SP) Chilakamamidigedda Paderu Nov:98 5.35 44 :do: 5.3

4 Ubbidiputtu (SP) Chilakamamidigedda Paderu Apr:99 8.28 74 :do: 355 Marella (SP) Mandigedda Hukumpeta Oct:96 4.71 70 :do: 24.86 Rayagedda (SP) Kondavagu Paderu Nov:98 8.73 90 :do: 31.97

7 Kothurubayalu(SP) Lothugedda Chintapalli Dec:98 10 90 :do: 35.77

8 Seribayalu :1 Chilakamamidigedda Paderu Jun:91 6 260 :do: 48.78 Sub:Total 53.01 778 G. Madugula Constituency:

1 Samidha Sarada Devarapalli Feb.07 9 110 Notworking

Estimate for Revivalsubmitted to Govt.Under TSP

27.9

2 Erukawada Pedderu Madugula Feb:94 15.43 440

Notworking Not Fit for Revival

-3 L.Kothapalli Pedderu Madugula Mar-00 7.7 90 -4 Timiram:I IFW Sarada Devarapalli May.04 2.5 53 -5 Timiram:ll IFW :do: :do: April.2005 5.28 53 -

6 Tenugupudi:lllIFW :do: :do: May.04 5.94 42 -

7 Marepalli :I,IFW :do: :do: May.04 5.53 55 -

8 Marepalli : II,IFW :do: :do: May. 04 6.75 53 -

9 Sammidha IFW :do: :do: feb. 07 7.85 85 -Sub:Total 66 981 -

H. Anakapalli Constituency:

1 Venkupalem Sarada Anakapalli Jun.09 2.993 150 Notworking

Estimate forImprovements with 10%Benef. Contributionsubmitted to Govt.

10.8

Sub:Total 2.993 150 I. Bheemunipatnam Constituency1 Pandrangi Gostani Padmanabham Sep:89 7.01 300

Notworking Not Fit for Revival

2 Samayyavalasa:I,IF W Gostani Padmanabham Nov.2005 3 41

Sub:Total 10.01 341390.874 6203 786

Water Royalty Charges, details of Collection & Dues

S.No. Description(Name of theIndustry/Assessee) Name of the source Water

AllocationWaterutilised

Royalty Chargespaid(Rs lakhs)

Royalty ChargesDue(Rs lakhs)

1 GVMC MegadrigeddaReservoir 467.2 ::: 743



2 GVMC GambeeramgeddaReservoir 38.4 ::: 66

3 Divis Laboratories Gostani river 29.3 2.74 :::4 GVMC Raiwada Reservoir 1576.8 95 105925 Govada Sugars Ltd, Chodavaram Sarada River 1.117 ::: 0.66

6 M/s Deccan Fine Chemicals IndiaPvt.Ltd Thandava river 12.62 1.455 :::

7 Sri Vijayarama gajapati CooperativeSugars Ltd Gosthani river Not

utilised ::: :::

RESERVOIRS CONTRIBUTING FOR DRINKING WATER AND INDUSTRIAL NEEDS TO VISAKHAPATNAM TOWN.

1 Mehadrigedda Reservoir 8 MGD 0.467 TMC/Year2 Raiwada Reservoir 27 MGD 1.577 TMC/Year3 Gambhiramgedda Reservoir 2 MGD 0.038 TMC/120 days4 Thatipudi Reservoir(Vizianagaram) 11 MGD 0.642 TMC/Year Total 48 MGD 2.724 TMC

Statement Showing the List of WUAs.

S.No Name of the Project Name of the District No. Of DCs No. of WUAs Ayacut in Acres

1 Thandava Reservoir ProjectVisakhapatnam 3 16 32689East Godavari 2 8 18776

2 Raiwada Reservoir Project Visakhapatnam .... 10 153443 Konam Reservoir Project Visakhapatnam .... 8 126384 Minor Irrigation, Visakhapatnam Division Visakhapatnam .... 304 2340195 Minor Irrigation (SMI) Visakhapatnam .... 28 41682TOTAL 5 374 355148

ONGOING POJECTS AND STATUS UNDER VARIOUS FUNDINGS

S.No Name of the SchemeAdministrative

Approvalvalue in Lakhs

Expenditurein Lakhs

FundingAgency

CompletedPhysical

in %Financial

in %

1 Thandava Reservoir Project Rs.5500 Rs.5022 STATEPLAN 91 86

2 Sri Varada Narayana Murthy Raiwada Reservoir Project Rs.2142.00 Rs.550 STATEPLAN 27 26

3 Sri Vechelam Palavelli Konam Reservoir Project Rs.1008.00 Rs.718 STATEPLAN 80 72

4

Sri Tenneti Viswanadham Pedderu Reservoir Project :Excavation of 4 L(A)Minor from. 0.80Km 4.050Km,0.3Km to 0.8Km and subminor from 0.00Kmto 1.75 Km Including construction of CMand CD works, construction ofaqueduct from 365Mts to 545Mts under 1L distributory of RMC of Sri TennetiViswanadham Pedderu Reservoir Project

Rs.635 Rs.18.51 STATEPLAN 5.17 2.91

Status Of Budget & Expendiutre For The Years 2013-14, 2014-15 & 2015 -16 Inrespect Of Chief Engineer, North Coast, Visakhapatnam

S.No Name of the Proejct Name ofcomponent

Budget2014-15

Expenditure incurred2014-15

Budget2015-16

Expenditure incurred upto31.08.2015

Fundsavailable

1 MH: 133 RaiwadaProject Works 14.50 3.44 52.00 0 52.00

Lands 0.50 -- 0.50 0 0.50 Total :- 15.00 3.44 52.50 0 52.502 MH: 134 Konam Project Works 9.50 4.21 10.50 0 10.50



Lands 0.50 -- 0.50 0 0.50 Total :- 10.00 4.21 11.00 0 11.00

3 MH: 145 Peddru ProjectStage-I Works 3.00 44.00 0 44.00

Lands 1.00 -- -- -- -- R&R 1.00 -- 25.00 0 25.00 Total :- 5.00 -- 69.00 0 69.00

Statement showing the list of wuas details of major medium and minor irrigation sector under Chief Engineer, North Coast, Vxisakhapatnam

S.No Name of the DistrictNo of WUAs No of DCs No of PCs Ayacut in Acres

Major Medium Minor Total Major Medium Major Medium Minor TotalI Visakhapatnam 16 18 327 361 3 1 2 36332 27557 238324 302213

10/31/2018 district irrigation profilesapcada.in/apiiatp/apiiatp_ref_files/documents...industries...

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