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7/29/2019 Master Plan Formulation Tool_Solid Waste Management
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Municipal Solid Waste Management Master Plan: Panipat
I Population
Year Population Households Particulars
1951 54,981 I Population Projections
1961 67,026
1971 87,981 If the above option is "Ava
1981 137,927 Year1991 191,000 Population
2001 268,823 51,000
If the above option is "Gro
II Current Waste Generation Decade
Year Population Quantity Per Capita Decade
no.s ton gm/day Growth Rate%
2009 347,495 124.5 358 I Appropriate size of contain
III Current Waste Composition
Biodegradable waste 56% percent II Door-to-Door Collection
Recyclable waste 20% percent % households covered by
Inert & other waste 24% percent % households covered by
III Street Sweeping Details
Total road length 270 km III SWM Vehicles & EquipmeLength of main/market roads 25 km Auto Tipper
Street sweeping details Containerized Push Cart
Roads swept daily 20% % of total road Litter Bins
Roads swept alternative day 40% % of total road Metal Container (3 m3)
Roads swept weekly 30% % of total road Dumper Placer (3m3 twin
Roads swept fortnightly 10% % of total road Metal Container (4.5 m3)
Average beat length 400 metre road per sweeper Dumper Placer (4.5m3 twi
Total number of beats 303 per day Backhoe Loader
Input Data
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User Instructio
Method/Basis
Geometric Growth Method (GM) Choose from drop down menu only
ilable Projected Data" enter projected population below
2011 2021 2031 2041
wth Rate based Project" enter below the Decadal Growth Rate to be used for Projection
Growth Rate
2001-11 2011-21 2021-31 2031-41 Input data
er bins for the town 60% 4.5 m3 containers Review the p
40% 3.0 m3 containers revise/update
Auto Tippers in wide streets and Containerized Push Carts in narrow streets
Auto Tipper 30% No data to be
Push Carts 70% select from d
nt: Market Rates Bull dozer INR 6,000,000 Enter data ifINR 250,000 Tipper Truck INR 1,200,000
INR 10,000 Tipper Tractor INR 800,000 No value to b
INR 5,000 Water Tanker (3000 lt) INR 300,000 just review o
INR 50,000 Weight Bridge (20 MT) INR 1,000,000
INR 600,000 Plant & Machinery (lump sum) INR 10,000,000
INR 65,000 Compost plant Civil works, sq.m INR 500
INR 900,000 Landfil l Cell Development, sq.m INR 1,000
INR 2,000,000 Landfill infrastructure dev, sq.m INR 250
Assumptions
Please read and understa
instructions carefully befor
template:
The cells for data input an
review are shaded with diffInput data or review the da
according to following colo
After data input, the output
be available in the "OUTP
Copy output tables to Mast
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ns
rovided values &
if required
entered
rop down menu
ondition satisfies
e entered
ly
d the following
using this
requiring users
erent colours.ta/result
r codes:
generated will
T" worksheet.
er Plan Report
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able 4-1: Projected Population & Waste Generation
Year Population Decadal Growth Rate Households Waste Generation
No,s No,s Tons
2001 268,823 37.83% 51,000
2011 370,527 37.83% 70,295 137
2016 435,007 82,528 172
2021 510,708 37.83% 96,889 216
2026 599,583 113,750 273
2031 703,924 37.83% 133,545 343
2036 826,422 156,785 4322041 970,239 184,070 544
able 4-2: SWM Collection & Transportation Vehicles/Equipment Requirement (2011-2041)
Vehicles/Equipment 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41
Containerized Push Carts for D2D Collection
Gross Requirement no,s 217 255 299 351 412 483
To be Procured no,s 217 255 299 351 412 483
Auto Tippers for D2D Collection
Gross Requirement no,s 12 14 16 19 22 26
To be Procured no,s 12 2 2 15 5 6
Push Carts for Street sweeping
Gross Requirement no,s 380 387 395 404 415 428
To be Procured no,s 380 387 395 404 415 428
Litter Bins
Gross Requirement no,s 625 637 650 666 684 706To be Procured no,s 625 637 650 666 684 706
Closed Containers (3 m3 capacity)
Gross Requirement no,s 61 77 97 122 153 193
To be Procured no,s 61 16 81 41 112 81
Dumper Placers (twin containers of 3 m3)
Gross Requirement no,s 4 5 7 8 10 13
To be Procured no,s 4 1 2 5 3 5
Closed Containers (4.5 m3 capacity)
Gross Requirement no,s 61 77 97 122 153 193
To be Procured no,s 61 16 81 41 112 81
Dumper Placers (twin containers of 4.5 m3)
Gross Requirement no,s 4 5 7 8 10 13
To be Procured no,s 4 1 2 5 3 5
able 4-3: Details of Processing and Disposal Facility
ParticularsA. Compost Plant
Design Life (Years) 20 30
Waste Fraction Composted (%) 56% 56%
Ultimate Design Capacity (ton/d) 192 305
Land Required for compost (ha) 2.9 4.6
Equipment required
B. Landfill Facility 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41
Design Life (years) 20 30
Waste Fraction Land filled (%) 30% 30%
Design Capacity (tons) 518,271 1,103,027
Land required for landfill (ha) 9.2 19.6
Landfill cell area required (sq. m) 58,305 124,091 9,982 12,569 15,826 19,928 28,615 37,170
Equipment required
Total Land Requirement (20 Years) 12.1 ha (Compost + Landfill)Total Land Requirement (30 Years) 24.3 ha (Compost + Landfill)
Backhoe Loader-1, Tipper Truck-2, Tipper Tractor -2, Water Tanker (3000 lt)-1, Weight Bridge (20 MT)-1, Plant &
Machinery-1
Backhoe Loader-1, Bull Dozer-1
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able 4-4: Requirement of Sanitary Workers (D-to-D Collection & Sweeping)
Particulars 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41
For Sweeping & Drain Cleaning 356 362 369 378 389 401
For D-2-D collection (Auto Tipper) 28 33 38 45 53 62
For D-2-D collection (Push Carts) 231 271 318 373 438 514
Total (collection & street sweeping) 615 666 725 796 880 977
able 4-5: Capital Cost Estimates
Particulars Total (2011-2041) 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41
Rs. Lakhs
Equipment & Vehicles (Collection & Transportation)
Containerized Push Carts for D2D Collection 201.70 21.70 25.50 29.90 35.10 41.20 48.30
Auto Tippers for D2D Collection 105.00 30.00 5.00 5.00 37.50 12.50 15.00
Push Carts for Street sweeping 240.90 38.00 38.70 39.50 40.40 41.50 42.80
Litter Bins 198.40 31.25 31.85 32.50 33.30 34.20 35.30
Closed Containers (3 m3 capacity) 196.00 30.50 8.00 40.50 20.50 56.00 40.50
Dumper Placers (twin containers of 3 m3) 120.00 24.00 6.00 12.00 30.00 18.00 30.00
Closed Containers (4.5 m3 capacity) 254.80 39.65 10.40 52.65 26.65 72.80 52.65
Dumper Placers (twin containers of 4.5 m3) 180.00 36.00 9.00 18.00 45.00 27.00 45.00
Total - Collection & Transportation 1,496.80 251.10 134.45 230.05 268.45 303.20 309.55
Landfill Facility
Equipment
Backhoe Loader 40.00 20.00 20.00
Bull Dozer 120.00 60.00 60.00
Sub-total 160.00 80.00 - - - 80.00
Civil Works
Landfill Cell Development 1,240.91 99.82 125.69 158.26 199.28 286.15 371.70
Other infrastructure (roads, drains, fencing, building, et 135.72 63.77 71.95
Sub-total 1,376.63 163.59 125.69 158.26 199.28 358.10 371.70
Total - Landfill Facility 1,536.63 243.59 125.69 158.26 199.28 438.10 371.70
Compost Plant
Equipment
Backhoe Loader 40.00 20.00 20.00
Tipper Truck 48.00 24.00 24.00
Tipper Tractor 16.00 16.00
Water Tanker (3000 lt) 6.00 3.00 3.00
Weight Bridge (20 MT) 20.00 10.00 10.00
Plant & Machinery 200.00 100.00 100.00
Sub-total 330.00 173.00 - - - 157.00Civil Works
Interal roads, drains, tipping floor, office building, store 231.53 146.48 85.1
Total - Compost Plant 561.53 319.48 - - - 242.05 -
Total 3,594.95 814.17 260.14 388.31 467.73 983.35 681.25
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Table 1: Population Projection
Year Population
Decadal Growth
Rate
Annual
Growth Rate Households HH Size
1951 54,981
1961 67,026 21.91% 2.00%
1971 87,981 31.26% 2.76%
1981 137,927 56.77% 4.60%1991 191,000 38.48% 3.31%
2001 268,823 40.75% 3.48% 51,000 5
2011 370,527 37.83% 3.26% 70,295 5
2016 435,007 37.83% 3.26% 82,528 5
2021 510,708 37.83% 3.26% 96,889 5
2026 599,583 37.83% 3.26% 113,750 5
2031 703,924 37.83% 3.26% 133,545 5
2036 826,422 37.83% 3.26% 156,785 5
2041 970,239 37.83% 3.26% 184,070 5
Population Projections
Arithmetic
Growth MethodAM
Incremental
Increase (IM)
Geometric
GrowthMethod GM
Average of
AM_IM_GM
Available
ProjectedData
Growth Rate
basedPro ection
FALSE FALSE TRUE FALSE FALSE FALSE
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Table 1: Projected Waste Generation
Year Populaion Per Capita Total Waste Generation No. of HH Waste generation
gm/day tons
2009 347495 358 125 51,000
2011 370,527 368 137 70,295
2016 435,007 395 172 82,528 17% 9%
2021 510,708 424 216 96,889 22% 11%2026 599,583 455 273 113,750 27% 14%
2031 703,924 488 343 133,545 34% 17%
2036 826,422 523 432 156,785 1,004 22%
2041 970,239 561 544 184,070 27%
1,980
Annual waste growth rate 1.41%
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Table 2: Solid Waste Equipment & Vehicles - Requirement
S. No Equipment Year
2011 2016 2021 2026 2031 2036
Households 70,295 82,528 96,889 113,750 133,545 156,785
Total Road Length 270 275 281 287 295 305
No. of sweeping beats 303 309 315 323 332 342
Main Road/Market Length, km 25.0 25.5 26.0 26.6 27.3 28.2Waste Generated, tons 137 172 216 273 343 432
Door-to-door collection
1 Containerized Push Carts for D2D Collection
Gross requirement 217 255 299 351 412 483
Net Requirement 217 38 44 52 61 71
Replacement 217 255 299 351 412
Total to be procured 217 255 299 351 412 483
2 Auto Tippers for D2D Collection
Gross requirement 12 14 16 19 22 26
Net Requirement 12 2 2 3 3 4
Replacement 12 2 2
Total to be procured 12 2 2 15 5 6
Street Sweeping & Litter Bins
3 Push Carts for Street sweeping
Gross requirement 380 387 395 404 415 428
Net Requirement 380 7 8 9 11 13
Replacement 380 387 395 404 415
Total to be procured 380 387 395 404 415 428
4 Litter Bins
Gross requirement 625 637 650 666 684 706
Net Requirement 625 12 13 16 18 22
Replacement 625 637 650 666 684
Total to be procured 625 637 650 666 684 706
Waste Storage & Transportation
5 Closed Containers (3 m3 capacity)
Gross requirement 61 77 97 122 153 193
Net Requirement 61 16 20 25 31 40
Replacement 61 16 81 41
Total to be procured 61 16 81 41 112 81
6 Dumper Placers (twin containers of 3 m3)
Gross requirement 4 5 7 8 10 13
Net Requirement 4 1 2 1 2 3
Replacement 4 1 2
Total to be procured 4 1 2 5 3 5
5 Closed Containers (4.5 m3 capacity)
Gross requirement 61 77 97 122 153 193
Net Requirement 61 16 20 25 31 40
Replacement 61 16 81 41
Total to be procured 61 16 81 41 112 81
6 Dumper Placers (twin containers of 4.5 m3)
Gross requirement 4 5 7 8 10 13
Net Requirement 4 1 2 1 2 3
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Replacement 4 1 2
Total to be procured 4 1 2 5 3 5
8 Sanitary Workers requirement
For Sweeping & Drain Cleaning 356 362 369 378 389 401
For D-2-D collection (Auto Tipper 28 33 38 45 53 62
For D-2-D collection (Push Carts) 231 271 318 373 438 514
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2041
184,070
316
355
29.2544
567
84
483
567
31
5
15
20
444
16
428
444
731
25
706
731
242 193 57.9
49
112
161
16
3
5
8
242
49
112
161
16
3
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5
8
415
72
604 -
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I. Vehicles/Equipment
1. Collection Equipment Door-to-Door Colle
Unit
1 Containerized Push Carts Door-to-door collec
Usage Door-to-door collection Auto Tippers
Requirement one cart will serve 250 houselds Push Carts
Requirement HH per unit 250 Total D-D cov
Additional % units 10%Life period years 5
Temporary storage
2 Auto Rickshaws
Usage Door-to-door collection 3 m3 container
Requirement one cart will serve 1,800 houselds 4.5 m3 contain
HH per unit 1,800 total
Additional % units 0%
Life period years 15
3 Push Carts/Wheel Barrows
Sweeping & Drain Cleaning
Requirement
beats served by unit 1
Additional % units 25%
Life period years 10
4 Litter Bins on main/important roads
Usage Litter collection
Requirement at distance of 50 m
no.s per km 20
Additional % units 25%
Life period years 5
Closed Containers (3 m3)
Usage Temporary storgaeType Closed metal easy for lifting, transport & unload
Size of containers m3 3
Waste density t/m3 0.45
requirement no.s / ton of waste 0.74074074
additional requirment 50%
Life period years 10
Dumper Placers (twin 3 m3)
Usage To transport containers to disposal site
Type Dual conainer of 3 m3 - hydraulic lifting
Requirement 1 unit for 16 containers
no.s/container 0.0625additional requirment 0%
Life period years 15
Closed Containers (4.5 m3)
Usage Temporary storgae
Type Closed metal easy for lifting, transport & unload
Size of containers m3 4.5
Waste density t/m3 0.45
requirement no.s / ton of waste 0.49382716
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additional requirment 50%
Life period years 10
Dumper Placers (twin 4.5 m3)
Usage To transport containers to disposal site
Type Dual conainer of 3 m3 - hydraulic lifting
Requirement 1 unit for 16 containers
no.s/container 0.0625additional requirment 0%
Life period years 15
Landfill equipment: Usage No.s
Backhoe Loader levelling/moving/loading 1
Bull Dozer Moving/compaction 1
Life period Years 25
Sanitary workers 1 per beat 1
Street Sweeping
Door-to-Door collection
Through push carts 1 per cart (175 HH) 250
Through auto tippers 2 per auto (1200 HH) 1,800
Excess requirement 17%
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ction System
tion
% HH covered 30%
% HH covered 70%
rage 100%
bins waste to be handled
s 40%
ers 60%
100%
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Table 1: Waste Processing & Disposal
I Waste Quantity & Composition 20 Years 30 Years
1 Initial waste generation 136.5 136.5 t/day
2 Waste generation (Design Period 30 years -2041) 343.2 544.1 t/day
3 Biodegradable Waste 56% 56%
4 Recyclable Waste 20% 20%
5 Inert 24% 24%
II Design of Compost Plant
Capacity & Land Requirement
1 Design Period 20 30 Years
2 Ultimate waste for compost 192.2 304.7 t/day
3 Size of each windrow (3m x 2m x 1.5m) trapeziodal shate 2m bott 12.5 12.5 cum
4 Net Area of Windrow (5mX2m) 10 10 m2
5 Assumed waste density in compost 0.5 0.5 t/cum
6 Waste handled in each windrow 6.25 6.25 t
7 number of widrwos required (Design life) 31 49 no.s
8 Gross area reqd. for each windrow 30.0 30.0 m2
9 total area required for each day compost 930 1,470 sq. m10 initial compost period 21 21 days
11 total area for composting 19,530 30,870 sq. m
12 Area required for other facil it ies (tipping floor, processing and stor 9765.0 15435.0 sq. m
29295.0 46305.0 sq. m
2.9 4.6 ha
Equipment, Plant & Machinery
Backhoe Loader 1 1 no.s
Tipper Truck 2 2 no.s
Tipper Tractor 2 2 no.s
Water Tanker (3000 lt) 1 1 no.s
Weight Bridge (20 MT) 1 1 no.s
Plant & Machinery 1 1 no.s
Life period 25 25 YearsCivil Works
Interal roads, drains, tipping floor, office building, store, etc As required As required
III Design of Landfil
1 Design Period 20 30 Years
2 Fraction of total waste to be landfilled 30% 30%
3 Design life (2011-2031) 20 30 years
4 Total waste to be landfilled in design life 518,271 1,103,027 t
5 Assumed waste density in landfill 1.00 1.00 t/cum
6 total waste volume 518,271 1,103,027 cum
7 volume of daily cover (10 % of above) 51,827 110,303 cum
8 volume of liner& cover system 64,784 137,878 cum
9 volume available due to settlment 51,827 110,303
10 total volume 583,055 1,240,905 cum
11 assume height of landfill 10 10 m
12 area of landfill required 58,305 124,091 sq. m
13 additional area required (trapizoidal shape) - 25% 72,882 155,113 sq. m
14 area of landfill required 7.29 15.51 ha
15 Total area (add 15%) 8.38 17.84 ha
16 add 15 % for buffer 9.22 19.62 ha
Total area required for landfill 9.22 19.62
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Landfill Equipment
Backhoe Loader 1 1 no.s
Bull Dozer 1 1 no.s
Life period 25 25 Years
Civil Works
Landfill cell construction (total area) 58,305 124,091 sq. m
Approximate area required (2011-2016) 9,982 9,982 sq. m
Approximate area required (2016-2021) 12,569 12,569 sq. m
Approximate area required (2021-2026) 15,826 15,826 sq. m
Approximate area required (2026-2031) 19,928 19,928 sq. m
Approximate area required (2031-2036) 1,538 28,615 sq. m
Approximate area required (2036-2041) 3,075 37,170 sq. m
119,478
Other infrastructure (roads, drains, fencing, building, etc As required As required
IV Total Land Requirement 20 Years 30 Years
Compost Plant 2.9 4.6 ha
Landfill 9.2 19.6 ha
Compost Plant + Land Fill 12.1 24.3 ha
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(levelling/moving/loading)
(Reject Transport)
(Reject Transport)
(Sorting/grading/packing)
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(levelling/moving/loading)
(levelling/compaction)
27,078
34,095