Tuesday, November 23, 2010

Water: Reordering the Paradigm


arcCA Interviews Bill Wilson

This article, Water: Reordering the Paradigm, by Kenneth Caldwell, appeared in arcCA architecture california, the journal of the american institute of architects, infrastructure issue 01.4


arcCA: In terms of sustainability, I usually hear people talking about energy usage and building materials rather than about water. Why is that?

Wilson: There’s been a lot of attention to cradle-to-grave materials, non-toxic building materials, window efficiency, energy efficiency, insulation. But when it comes down to the basics, like plumbing and stormwater runoff, it’s pretty much been a traditional pattern. For about $2.40 per 100 cubic feet, we can have pristine water from Hetch Hetchy. We use it once and throw it away.

arcCA: The cost of water has been negligible in terms of the typical development model of looking at upfront costs and return on investment. It reminds me of fossil fuels for the last half century.

Wilson: Yes. Water doesn’t really model as a return on investment item when you’re doing a project. But if you have a water limitation on your project, then it probably won’t happen. For instance, take a redevelopment project in a major urban or suburban area, where you are increasing density, as most planners advocate. Yet the sewer system is set up for a much lower density, and that means a few miles of sewer lines are going to have to be replaced. That has a huge impact on development.
Most projects try to get rid of rainwater and wastewater and hand it off to a centralized public system. These models don’t really respond well to capital costing, but if you don’t have them solved, you are really in trouble. The cost of water is cheap, but the cost of no water is really expensive.
Water in environmental engineering is actually a matter of strategic planning, but it’s not trying to fit into this upfront capital cost, five-year return on investment, bean-counter approach that we’ve been conditioned to.

arcCA: I think there is some public awareness about water, but it’s still not like fuel or the materials we hear so much about. They are tactile and visible. Water is almost invisible.

Wilson: I think the general public is becoming more aware of the problem and doesn’t want to use water once and throw it into the ocean. But the actual codes and requirements for building and for development projects work against water resource efficiency, although that is starting to change. Here in California, we just got a new, user-friendly graywater code. We are confronted with many of the same policy issues over rainwater harvesting.

arcCA: When did you first figure out that there was a huge problem?

Wilson: I was working on a coral reef project down in Jamaica in the late 1980s, and I witnessed the entire coral ecosystem around most of the island of Jamaica turning into an algae-dominated system. I discovered that it was probably mostly due to nutrient pollution from unrestricted wastewater discharges. Since then, I have been focused on wastewater treatment plant design, financing of wastewater treatment plants, and decentralized wastewater recycling. My motto is, “Get all this sewage out of the ocean and onto the land where it belongs.” Because land-based systems, aside from needing water and nutrients, are uniquely equipped to deal with the impacts of wastewater applications, whereas marine ecosystems are very delicate in regard to pollution or nutrient upsets.

arcCA: So you observe too much of a kind of algae, you do research on the plankton in the waters disrupting the food chain, you figure out how many waste treatment plants need overhauling, and then you plan for them?

Wilson: Yes, and that requires a process solution. Our wastewater collection systems are overly centralized. And part of that is because the model was for centralization. But once you’ve got all the wastewater from a whole area, say the entire L.A. basin, being treated at the beach, and you need recycled water ten miles inland, how do you get it back there? A lot of energy gets expended, and there’s the cost of putting in a whole new pipeline back to where it started.

arcCA: So you’re advocating smaller, decentralized wastewater treatment plants?

Wilson: That’s where it fits into the work of architects. For instance, it’s now possible to develop wastewater recycling plants inside major buildings and on campuses.

arcCA: Do these on-site systems exist?

Wilson: Yes. There are now about twenty high-rise buildings between New York and Boston that recycle their own wastewater. They use it for toilet flushing, HVAC systems, cooling tower make-up water, fire protection and irrigation of podium landscaping. There are several buildings that do the same thing with stormwater runoff, like the new Bank of America building in Manhattan. I was just involved in the design of a cistern for the new Cathedral Civic Medical Center in San Francisco, which SmithGroup is designing.

arcCA: Are the municipalities listening?

Wilson: It’s difficult for them, because most decision-makers in municipalities don’t understand wastewater. They’ve been used to turning it over to their consultants. That’s been the business model, which was formed on the federal government paying for everything. To replace that lack of funding, there have been state revolving funds and then bonding. Now these towns don’t have any bonding capability. Or, if they did, it would preclude all their other needs for the next thirty years.
The wastewater treatment engineering profession is very conservative. You are apt to get yesterday’s plant. Or you’ll get tomorrow’s plant, but it’s very energy inefficient or very capital intensive. In a lot of cases, municipalities pass on the expense, including side effects, to the ratepayers. When the ratepayers find out about it, they’re usually not too happy.

arcCA: You have to change the operational model and the business model?

Wilson: Yes. Twenty years ago, I could see that the business model wasn’t going to work in the absence of federal funding. Some possibilities for alternative financing include privately issued tax-free municipal bonds and the tax-free municipal lease. You take the existing rate structure, the staffing for the municipality, their current operating expenses, the various funding options, and the costs for those funding options over time, and you compare the various scenarios until you find one that optimizes revenue return to the municipality, minimizes the cost, and maximizes the protection of the rates. Then you can project that out in a fifteen- to thirty-year curve against projected cost of living increase and things like that. This approach gives the municipality good options and leaves them in control. They’re not at the mercy of a typical privatization, where they lose control of their municipal infrastructure and the rates.

arcCA: Are you encouraged?

Wilson: Codes and building standards are starting to adjust, slowly but surely. Even some of the regulatory requirements are now starting to reflect this need for nutrient removal in wastewater treatment and stormwater mitigation. The next big thing is going to be endocrine disruptors and pharmaceuticals and chemicals that go right through a conventional wastewater treatment plant.
arcCA: But what about the economic collapse?

Wilson: The result is that municipalities are looking for innovation. At the state level, places like Pennsylvania and New York see that the old model doesn’t work and endorse the models I discussed as a viable option for meeting their requirements, especially in areas like the Chesapeake Bay watershed, where municipal plants that discharge into rivers are under a lot of pressure. Or in South Florida, where they have to protect coral reef ecosystems. Our proposals for water treatment plants have innovative core processes, low maintenance, efficient operation, are cost effective to build, and include rational financing schemes. But the point is, you have to look at water—where it comes from, how it is used, and where it goes—as an interdependent system.

Wednesday, April 15, 2009

Cost Effective, Integrated Water & Wastewater Solutions for Wine Makers

A Case Study: Dumol Winery; Windsor, California.

The new Dumol Winery in Windsor, California was completed just in time for the crush of 2008 after a very compact construction period.

One of the major problems confronting the winery industry is the high-strength process wastewater generated by washing down crushing equipment, tanks, barrels, and through other phases of winery operations. At Dumol, Bill Wilson of Carlile Macy designed a separate process water treatment system to pretreat this high-strength wastewater prior to discharge to the municipal sewer system. The main treatment system consists of two underground concrete tanks under the pavement next to the building, preceded by a specialized screen filter that removes and dewaters pomace and other solids in the flushed process water.

A small compressor injects air and creates mixing and recirculation of the primary tank’s 5,000 gallons of water, inoculating it with specialized bacteria that is capable of rapidly consuming soluble wastes in the process water. From this bioreactor tank, water flows to a settling tank and then discharges to the sewer lateral after passing through an effluent filter. This cost-effective system is very low-maintenance and space-efficient.

The remarkably low biological oxygen demand of the discharge water has netted substantial reduction in sewer connection fees. Since the system is capable of producing recycled water, provision has been made to install an irrigation pump and final polishing equipment to connect to the landscape irrigation system, should that become desirable. With increasing demands on water supplies from all sources, even the availability of municipal recycled water may become restricted or costly in the future. Over the first few months of operation, the system has exceeded expectations. Water quality and performance continue to be monitored by Carlile Macy.


Thursday, March 19, 2009

Sunset Magazine's 2008 Monterey Bay Idea House


This article, Custom geomembrane and protective nonwoven textile help build the eco-friendly Monterey House, by Ron Bygness and Bill Wilson, was featured in the February March 2009 issue of Geosynthetics magazine; http://www.geosyntheticsmagazine.info/


Introduction
The Monterey Bay Idea House (Monterey House), the latest in the line of select West coast homes built by Sunset magazine to showcase new and innovative products, presents a multitude of eco-friendly features in response to the need for energy efficiency, function, and sustainability.

Located in Monterra, an exclusive residential community in the mountains overlooking the Pacific Ocean in west-central California, the house was designed working closely with Monterey County officials to illustrate how “green building” can be done. “The county wants to encourage going green by expediting permits and offering other incentives,” explains Tom Messenger, who served as project manager. “The Monterey Bay House needed to be at least 70% green through environmentally friendly features such as the use of sustainable products and reclaiming water.”

California, and especially the Monterey Peninsula, has always had issues with a lack of water, and there have been recent concerns that volunteer water rationing might become mandatory. In addition, California regulation states that the footprint of a building dictates the number of bathrooms allowed in a house based on water availability. Harvesting rainwater offers homeowners the ability to have an unlimited number of bathrooms. Comprised of 3 connected “farm buildings” enclosed with native stone walls surrounding a traffic-rated courtyard (“motor court”), the home presented tight site access and made it difficult to store water in a limited footprint. The need for more water on less space was the driving issue when selecting a stormwater solution.

The allotted space for water collection also needed to be put under the motor court. “Whenever you have a structural component with a traffic area over it, the product needs to be rated very high,” explains Messenger. “In California, a residential area has to be rated for a fire truck so the design has to be very structurally strong.”

Water detention and management
A water detention system was installed that allows for the harvesting of rain and stormwater to be re-used as a “gray water” source for toilet flushing, car washing, and irrigation. The 49-ft-long x 34-ft-wide excavation contains 65 chambers that hold 20,000 gallons – enough to water the entire half-acre landscape area for one year.
First, the hole was dug and then a base layer of rock was installed and compacted according to the soil engineer’s requirements. Next, the bottom and walls of the trench were lined with a class 2 nonwoven geofabric. Then a custom-made geomembrane liner was installed followed by another layer of class 2 non-woven geofabric to help provide protection from rocks puncturing the liner during the backfill process.

The chambers, manifold, and standpipe connection were then installed and the backfill process of the embedment stone began. Once this backfill process achieved a consistent cover of 6 in of stone above the chamber crowns, then the geofabric was folded over the embedment stone and the finish-grade fill was installed. Two dump-truck loads of fill-stone were dumped onto the chamber bed and leveled with a backhoe maintaining 8 in of cover between the wheels and the top of the embedment stone. The finished stone was then compacted per the specification and was ready to accept up to HS-30 (30 tons) of traffic loading.

Geosynthetics details
The Monterey area is one of the most water-stressed regions in California. Because this installation was a cistern-and-store rainwater for reuse in landscape irrigation, a geosynthetic liner was used to provide a watertight envelope. Approximately 2,400 ft2 of reinforced geomembrane liner material was formed into a rectilinear box, 34 ft wide x 44 ft long x 5 ft high, and with a 4 in pipe-penetration boot fitting welded into the bottom of the impervious liner at the end corner to accommodate the equalization inlet/outlet from the adjacent pump basin.
Once the base was in place and tested to 95% compaction, and the geotextile layer placed over the base and positioned up the sides of the excavation, the liner bundle was positioned in the excavation and unfolded, creating a seamless watertight liner around the sides and bottom of the entire cistern containment volume. The fabrication produced a reasonably stiff and easy to deploy impervious liner that made for quick installation. After preparation and compaction of a base layer, a layer of 4 oz nonwoven geotextile was put down to provide an additional buffer for the liner, followed by the placement of the prefabricated liner. After the liner was in place, an additional buffer layer of nonwoven geotextile was placed over the liner to act as a screen for the clean drain rock that would be placed around the stormwater chambers and used to fill out the liner envelope and increase the storage capacity.
After the chambers were in place and the storage envelope was backfilled with clean drain rock with a void space of 40%, the overlapping edges were folded over the compacted drain rock, and a final top cover of nonwoven geotextile was placed over the entire profile to seal it off from infiltrating fines but still allow for seepage into the storage volume by direct rainfall from the motor court. The final top layer of road base and a finished coating of decomposed granite completed the construction of the dual-purpose motor court.
To fill the resulting cistern, all runoff from the roofs and surrounding site is collected in a network of laterals. Runoff from the upper portion of the site flows directly through a filter into
the pump basin adjacent to the buried cistern, and runoff from the lower portion of the site flows into a filtered pump basin below the buildings and is pumped back up to the cistern pump basin. From the pump basin, water equalizes into the cistern until it is full, and then overflows to a regional runoff dissipation system by gravity.
The filters for the stormwater pump basins are also distinct, constructed from prefabricated bags. Originally intended to be filled with gravel and placed around drop inlets to prevent sediment and debris from entering a municipal stormwater collection system, the zippered bags are constructed from 2 layers of green woven geotextile with an inner layer of sorbent material.