What are the total costs and cost per element of a harvesting and use system? Costs can be highly dependent on the situation and context. The total cost of a harvest and use system can be divided into the four major components of a harvesting and use system:
The individual components required to construct each of the four systems usually depends on the site and/or use of the water. For the collection component, storm sewer pipes and roof drains may already be part of the design, thus reducing cost. The storage component is typically the largest cost item. If storage already exists at a site, such as existing wet ponds, providing storage for a harvest and use system can be done at minimal cost. Treatment costs can vary dramatically, depending on the source water and the end use, from virtually no treatment to meeting drinking water standards. Costs for distribution are usually associated with connection to an irrigation system. The location and elevation of the irrigation site in proximity to the source and storage areas affect the amount of pipes and pumps needed. If a site already has an irrigation system in place drawing from a potable water source, the distribution portion of the system costs may be minimal.
The site setting affects the cost of harvest and use systems. For example, in highly urban areas the choices for stormwater treatment may be limited and components such as storage (which is often an underground cistern) may be quite expensive on a cost/unit treatment basis. However, harvest and use may still more cost-effective than other stormwater management techniques such as green roofs or underground infiltration facilities. It is difficult to compare unit costs of harvest and use systems across different settings.
The total cost of a stormwater harvest and use system varies due to the large range in the size and scale of these systems. In a Minnesota Pollution Control Agency (MPCA, 2016) survey for stormwater harvest and use systems in the Twin Cities Metropolitan Area, 26 respondents provided total system cost information, summarized in the MPCA survey responses of total stormwater harvest and use system costs graph below. Total costs ranged from π²1,500 to π²1,500,000, with eight systems over π²400,000. Of the 26 systems with cost information, 22 were irrigation systems (π²1,500 - π²1.5M), 1 was a toilet flushing system (π²300,000), 1 was a toilet flushing and vehicle washing system (π²57,500), and 2 were irrigation and vehicle washing systems (π²10,000 - π²425,000).
Major individual component costs of stormwater harvest and use systems include land acquisition, excavation and material removal, and the storage/treatment systems. Very little detailed component cost information is currently available because costs for many of the storage and treatment systems are packaged together. Examples of harvest and use system itemized costs are discussed below.
The 2011 Met Council Stormwater Reuse Guide developed a list of stormwater harvest and use system construction activity components and cost units for developing system cost estimates, reproduced in the Stormwater Harvesting and Use Component Checklist and Cost Units table. A cost analysis of different cistern materials was summarized by CONTECH Inc. in their 2011 Cistern Design Considerations for Large Rainwater Harvesting Systems Professional Development Advertising article, reproduced in the Comparison of materials used for rainwater harvesting systems table below. Some itemized component cost information was also compiled in the Texas Manual on Rainwater Harvesting, summarized in the Itemized stormwater harvest and use system component costs table below. These itemized costs include cistern and gutter costs on a per volume/length basis, and treatment system consumables (such as filters and cartridges) that must be replaced regularly as part of normal system operation and maintenance.
Comparison of materials used for rainwater harvesting systems
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Material | Cost low - high | Installation hard - easy | Longevity short - long | Durability low - high | Maintenance Access hard - easy | Best Use Capacity (gallons) | |
---|---|---|---|---|---|---|---|
Underground | FiberglassX | π²π²π²π²π² | βββββ | βββββ | βββββ | βββββ | 5,000 to 30,000 |
Polyethylene | π² | βββββ | βββββ | βββββ | βββββ | > 5,000 | |
Steel Reinforced Polyethylene (SRFE) | π²π²π² | βββββ | βββββ | βββββ | βββββ | 10,000 to 100,000+ | |
Plastic Crates | π²π²π² | βββββ | βββββ | βββββ | βββββ | 5,000 to 50,000 | |
Concrete | π²π²π²π²π² | βββββ | βββββ | βββββ | βββββ | 30,000+ (with high loading) | |
Fabricated Steel | π²π²π²π² | βββββ | βββββ | βββββ | βββββ | not recommended | |
Waterproof Corrugated Metal | π²π² | βββββ | βββββ | βββββ | βββββ | 5,000 to 30,000 | |
Above-Ground | Monolithic | π²π²π² | βββββ | βββββ | βββββ | βββββ | Up to 20,000 |
Plate Assembled On-Site | π²π²π² | βββββ | βββββ | βββββ | βββββ | 15,000+ |
Itemized stormwater harvest and use system component costs
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System | System Component | Cost | Cost Recurrence |
---|---|---|---|
Materials | Tanks | π²0.50/gallon for fiberglass to π²4/gallon for wielded steel tank | |
Gutters | π²0.30/foot for vinyl/plastic to π²6 - 12/foot for aluminum/galvalume | ||
Annual maintenance (costs will be dependent on system size) | Cartridge Filter | π²20-60 | Filter must be changed regularly |
Reverse Osmosis Filter | π²400-1,500 | Change filter when clogged (depends on turbidity) | |
UV Light Disinfection | π²350-1,000; π²80 to replace UV bulb | Change UV bulb every 10,000 hours or 14 months | |
Ozone Disinfection | π²700-2,600; π²1,200+ for in-line monitor to test effectiveness | ||
Chlorine Disinfection | π²1/month manual dose or a π²600-3,000 automatic self-dosing system |
Stormwater Harvesting and Use Component Checklist and Cost Units
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Phase | Component | Unit | Check if required for system: |
---|---|---|---|
Collection | Cleaning of roof (if retrofit project) | Square foot | |
Roof washing system | Each | ||
Gutters | Linear foot | ||
Gutter screens | Linear foot | ||
Downspouts | Linear foot | ||
Scuppers | Each | ||
Catch basins | Each | ||
Catch basin filters | Each | ||
Manholes | Each | ||
Oil/water separators | Each | ||
Storm sewers | Linear foot | ||
Bypass valves | Each | ||
First flush diverter | Each | ||
Storage β Ponds/ basins | Site demolition | Varies | |
Excavation | Cubic foot | ||
Disposal of excess soil | Cubic foot | ||
Vegetation restoration | Square foot | ||
Baffles at outlet | Linear foot | ||
Filters at outlet | Each | ||
Outlet structure | Each | ||
Pumping system including pump, motor, valves, and pressure tank (for non-gravity and pressurized systems) | Varies | ||
Aeration | Varies | ||
Electrical supply (for pumps or aeration) | Varies | ||
Below-ground storage | Site demolition | Varies | |
Excavation and backfill | Cubic foot | ||
Imported aggregate bedding material | Cubic foot | ||
Disposal of excess soil | Cubic foot | ||
Vegetation or pavement restoration | Square foot | ||
Pre-fabricated tanks | Each | ||
Baffles, calming inlet, and/or filters, if not supplied with pre-fabricated tank | Each | ||
Cast-in-place concrete tank | Varies | ||
Pumping system including pump, motor, valves, and pressure tank (for non-gravity and pressurized systems) | Varies | ||
Maintenance access manhole | Each | ||
Electrical supply (for pumps) | Varies | ||
Treatment systems | Piping | Linear foot | |
Valves | Each | ||
Flow meter (when needed to regulate chemical feed) | Each | ||
Electrical supply | Varies | ||
Maintenance access manhole (if located underground) | Each | ||
Backflow prevention valves (if connected to potable water for supplemental supply and/or for filter backwash) | Each | ||
Suspended & Colloidal Solids Removal Systems
|
Varies | ||
Residual Suspended Solids Removal Systems
|
Varies | ||
Residual Colloidal Solids Removal Systems
|
Varies | ||
Dissolved Solids Removal Systems
|
Varies | ||
Disinfection
|
Varies | ||
Distribution | Pumping system including pump, motor, valves and pressure tank | Varies | |
Piping for distribution | Linear foot | ||
Valves for pressure control, and regulating flow | Each | ||
Valve boxes | Each | ||
Sprinkler nozzles β impulse, spray, rotating, bubbler, or drip | Each | ||
Irrigation controllers with wiring to each sprinkler (for automated control systems) | Varies | ||
Drain plug (for winterization) | Each |
Due to the large variability in harvest and use system costs, construction bid estimates are provided as examples of itemized costs.
Contractor bid averages for installation of three 29,000 gallon underground storage tanks
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BASE BID ITEM | ESTIMATED QUANTITY | UNIT | UNIT PRICE AVERAGE | TOTAL AVERAGE BID |
---|---|---|---|---|
Part 1 - General and Erosion Control | ||||
MOBILIZATION | 1 | LS | π²23,340 | π²23,340 |
SEDIMENT CONTROL LOG -- INSTALL, MAINTENANCE AND REMOVAL | 267 | LF | π²5 | π²1,335 |
TEMPORARY FENCE -- INSTALL AND REMOVAL | 160 | LF | π²8 | π²1,280 |
STABILIZED CONSTRUCTION EXIT -- INSTALL, MAINTENANCE AND REMOVAL | 1 | LS | π²2,410 | π²2,410 |
EROSION CONTROL BLANKET | 424 | SY | $4 | $1,696 |
STORM DRAIN INLET PROTECTION -- INSTALL, MAINTENANCE AND REMOVAL | 2 | EA | π²387 | π²774 |
DUST CONTROL | 10 | HRS | π²121 | π²1,210 |
Total Part 1 | π²32,045 | |||
Part 2 - Removals | ||||
REMOVE EXISTING SEDIMENT CONTROL LOG OR SILT FENCE Total Part 2 | 268 | LF | π²4 | π²1,072 |
Total Part 2 | π²1,072 | |||
Part 3 - Grading | ||||
COMMON EXCAVATION -- INCLUDES TANK TRENCH EXCAVATION AND FILL TO PROPOSED GRADE | 1955 | CY | $9 | $9 |
REMOVAL OF EXCAVATED MATERIAL | 1389 | CY | $10 | $13,890 |
AGGREGATE BACKFILL | 1009 | CY | $41 | $41,369 |
Total Part 3 | π²72,854 | |||
Part 4 β Underground Storage Tank Components | ||||
RAINWATER HARVESTING TANK (120" DIA. X 50-FEET) | 3 | EA | π²77,639 | π²232,917 |
CONSTRUCT DRAINAGE STRUCTURE | 6 | EA | π²1,153 | π²6,918 |
CONCRETE, REINFORCED COLLAR (RISER MANHOLE CAP) | 6 | EA | π²1,085 | π²6,510 |
CONCRETE, REINFORCED COLLAR (AT RISER CONNECTION TO TANK) | 6 | EA | π²1,248 | π²7,488 |
INSTALL CASTING | 6 | EA | π²1,221 | π²7,326 |
18" HDPE PIPE | 115 | LF | π²73 | π²8,395 |
SOIL DENSITY COMPACTION TESTING | 12 | EA | π²430 | π²5,160 |
Total Part 4 | π²274,714 | |||
Part 5 β Site Restoration | ||||
RAPID STABILIZATION | 0.42 | AC | π²3,173 | π²1,333 |
PERMANENT SEEDING | 0.42 | AC | π²6,336 | π²2,661 |
TURF ESTABLISHMENT | 1 | EA | π²2,500 | π²2,500 |
Total Part 5 | π²6,494 | |||
Total Bid | π²386,590 | |||
PRICE PER TANK (3 β 29,000 gallon tanks) | π²129,060 | |||
PRICE PER TANK PER YEAR OVER 25 YEAR | π²5,162 | |||
PRICE PER GALLON (87,000 gallons) | π²4.44 | |||
PRICE PER GALLON PER YEAR OVER 25 YEARS | π²0.06 |
Engineers estimate for installation of one 1,500 gallon aboveground corrugated steel storage tank
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ITEM | ESTIMATED QUANTITY | UNIT | UNIT PRICE | TOTAL COST |
---|---|---|---|---|
RAINWATER HARVESTING PACKAGE: 1,500 GALLON ABOVE GROUND CORRUGATED STEEL TANK AND ASSOCIATED FITTINGS & ACCESSORIES, INCLUDING PUMP AND FILTER SYSTEM. (72" DIA. X 9') | 1 | EA | π²15,000 | π²15,000 |
REINFORCED CONCRETE FOUNDATION ON IMPROVED SUBGRADE | 1 | EA | π²2,500 | π²2,500 |
REMOVE EXISTING GUTTER | 60 | LF | π²9 | π²540 |
5" BOX GUTTER | 222 | LF | π²10 | π²2,220 |
GUTTER DOWNSPOUTS | 45 | LF | π²15 | π²675 |
6" HDPE PIPE | 110 | LF | π²30 | π²3,300 |
RODENT GUARD | 1 | EA | π²350 | π²350 |
SCOUR STOP MAT | 32 | SF | π²30 | π²960 |
EROSION CONTROL BLANKET | 14 | SY | π²20 | π²284 |
ENGINEER'S REPORT | 1 | EA | π²2,500 | π²2,500 |
O&M GUIDELINES | 1 | EA | π²1,500 | π²1,500 |
Total | π²29,829 |
There are many sources of funding that can be used to finance stormwater harvest and use systems (Stormwater Harvest and Use Funding Sources table). Due to the high cost of these systems, more than one source of funding is often needed. Of the 26 respondents to the 2016 MPCA stormwater harvest and use system survey that provided cost and funding source information, 16 respondents utilized two or more sources of funding to finance their harvest and use system.
Stormwater harvest and use funding sources
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Funding Source | Funding Type |
---|---|
Watershed Organization Implementation and Cost-Share Programs |
|
State Agency Grants and Loans | |
County Funds |
|
Municipal Funds and Utility Fees |
|
Other Public Financing |
|
Private Financing |
|
There are many financial incentives and benefits that should be factored in to the global net cost of a stormwater harvest and use system. These include:
This page was last edited on 12 December 2022, at 20:51.