Ground Water (Discussion Draft 3-30-04)

Groundwater characteristics:

 

Bedrock aquifers

San Juan County’s predominant geology is bedrock, characterized by its chaotic, fractured and highly deformed rock types consisting of thrusts and faults of ancient seabeds.  Bedrock well yields tend to be moderate to poor, with water stored in a network of fractures in the rock.  In some parts of the county these networks can be extensive, but in most areas they hold limited amounts of water.

Bedrock wells in the San Juans are completed “open hole” which is the practice of installing a 6-inch diameter steel casing in the first few feet of bedrock, sealing it with cement and/or bentonite clay, and then drilling the remaining bore hole without additional casing.  Generally, several water-bearing fractures are encountered during drilling, making up a total yield for the well.

Bedrock wells are generally deep; 82% are drilled below sea level.  Water levels in most of these wells are within zero to 50-feet of surface, indicating that the water is flowing into these wells from higher elevations.  Well yield based on driller’s logs indicate that these wells range from zero to 100 gallons/minute, with 51% yielding two gallons-per-minute or less.  This well yield information is based on a brief test at the time of drilling.  Well yield information from longer duration pump tests tend to confirm the lower yield rates from driller’s logs and show that the higher rates are not sustainable. 

Recharge potential in bedrock is limited due to its impervious nature and the fact that most bedrock terrain is steep.  USGS estimates for recharge in bedrock are 10- to 50- percent of that in areas with glacial deposits. 

Water-bearing zones in fractured rock are susceptible to dewatering from pumping, particularly during the dry season.   Fractures can be conduits to contamination from surface water and seawater intrusion.  Upper fractures can fill with water during the rainy season and convey surface water directly into the well.  Bacterial contamination and the presence of tannins from organic material is common in these wells in late fall and early winter (SJCHCS).  These wells are also subject to natural contaminants such as barium, arsenic, fluoride, and sodium, which pose risks to human health, and to iron, manganese and hardness (CaCO3) which cause ascetic and functional problems, such as odors, staining, and mineral deposits.

Bedrock wells account for 74% of the wells documented in the county.  Of these, approximately 900 residences, mostly on Orcas Island, are supplied by wells in areas with well yields less than two gallons-per-minute.

Glacial aquifers

Aquifers in glacial deposits in San Juan County occur in porous outwash sands and gravels and are mixed with layers of silts and clays (till) which limit water flow.  On the larger islands, primary glacial aquifers are located on the south end of San Juan Island, the Eastsound area of Orcas, and large portions of Lopez.  On Lopez, the water table is relatively flat and within a few feet of sea level, regardless of the elevation at land surface.   In addition to these main aquifers, there are shallow aquifers in glacial deposits perched on top of layers of till and bedrock.  These wells in these shallow aquifers are vulnerable to surface contamination when the ground is saturated.  A study of Crow Valley wells on Orcas Island indicated over 80% of the shallow wells contaminated with coliform bacteria, including e. coli (SJC Conservation District, 1995).

Yield from glacial wells is much higher than bedrock, although San Juan County well yield is considerably lower than mainland wells.  Glacial well yield is reported on drillers’ logs to range between zero gallons-per-minute and 100 gallons-per-minute (the latter number being reported for two wells).  Average yield is 13 gallons-per-minute, and, as with bedrock wells, actual sustainable yield is generally accurate at the lower rates, but not confirmed with pump tests at the higher rates.  Some glacial wells have proven to be long-term high producers, used by the larger community water systems, but none of these wells are pumped at a rate greater than 25 gallons-per-minute.  In glacial aquifers with water tables at sea level, the edge of the aquifer is contact with seawater at the shoreline.  Where bedrock wells will dewater if overpumped, glacial wells with direct contact to seawater will become intruded.  (See Seawater Intrusion, below)

Glacial wells account for approximately 26% of the wells developed in the county.  Of these, an estimated 75% are in areas at risk for seawater intrusion.

 

Seawater Intrusion

Seawater intrusion is the replacement of fresh ground water with seawater.  This process occurs when freshwater, which is lighter than seawater and floats as lens on the underlying seawater, is withdrawn to the point that seawater is either drawn up toward the bottom of a pumping well (upconing) or moves laterally inland (lateral intrusion) because of depletion of the volume of the fresh water lens.

Seawater intrusion is a dynamic process that varies with seasonal recharge, tidal changes, changes in withdrawal rates, and, to some extent, barometric pressure.  Chloride is a stable ion found in seawater that is easily measured in freshwater and commonly used as an indicator of seawater intrusion.  State policy uses 100 mg/L chloride concentration as a threshold for risk of seawater intrusion.  Studies in San Juan County in the early 1980’s found that background levels of chloride are unusually high, and a level of 160 mg/L indicated intrusion was occurring.  Wide seasonal variation in chloride levels appears to be another indication.  There are many factors to take into consideration when using chloride as an indicator of sea water intrusion: 1) high readings may be caused by ancient seawater deposits, concentrated sea spray, and the use of chlorine as a disinfectant; and, 2) lateral intrusion can be occurring even though chloride levels are well below a warning level.

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          Estimated background chloride concentrations range from 10 to 100 mg/L, whereas ground water containing more than 160 mg/L is strongly suspected of being contaminated by seawater. Because a zone of diffusion exists where freshwater and seawater mix, the use of a single concentration value  . . . albeit convenient, is not entirely realistic.

          Median change in chloride concentrations in samplings between April and September was zero for wells with less than 160 mg/L and 32 for samples with more than 160 mg/L.

         Source: USGS WRIR 83-4019, Whiteman, et al, 1983

Wells in the shoreline are often drilled below sea level, which increases the risk of penetrating the fresh/seawater interface.  Most of the shoreline development in the county is served by individual and community wells.  Near the shoreline the freshwater lens is narrowest, most vulnerable to lateral intrusion, and also to the impact of upconing in neighboring wells.

Several shoreline areas in the county are affected by seawater intrusion, however, whether this is due to local upconing or a more extensive depletion that is resulting in lateral intrusion is not known.  Some parts of the county, particularly geographic landforms such as peninsulas and isthmuses with limited acreage, do not have sufficient aquifer recharge available to supply current and future users.

Recharge:

Recharge is freshwater that replenishes aquifers on an annual basis.  In San Juan County this is solely supplied by local rainfall and varies between bedrock and glacial aquifers.  USGS estimates of recharge for San Juan County are the lowest in western Washington.  Recharge is a useful tool for estimating the amount of groundwater available for use on an annual basis because it represents the amount that is available without depleting or mining groundwater resources.  Not all recharge is available for use, however, due to limits to storage capacity and the fact that groundwater, particularly in an island environment, is dynamic, steadily flowing (discharging) seaward.  For planning purposes, it is assumed that 20- to 30-percent of recharge is available for use annually.

The USGS study included two years of stream-flow and weather station data collection, including interception loss under the tree canopy.  Rainfall was analyzed for chloride in order to use the track of this stable ion to confirm the main analytical method (deep percolation model or DPM) and also to look at chloride deposition in rainfall (compared to seawater intrusion).  Recharge conditions were then modeled using a daily measurements for precipitation, thoughfall, solar shortwave radiation, air temperature, and stream discharge data applied to soil, vegetation, and landcover conditions.  (See Table x.1, page x)

 

Areas with limited well yield

Comparing recharge estimates to residential development identifies several areas of the county where demand for water exceeds available recharge.  Analysis of well yield information from drilling logs tends to confirm low yields in these areas.  The extent of this problem in the county is probably most apparent in documentation of the amount of water hauling that occurs during the summer months when demand is highest, recharge lowest, and wells fail.  In 2003, 10%, xx gallons, of the water the Town of Friday Harbor produces annually was sold for hauled water to supplement failed wells serving individual and community systems on the island.  In response to a survey by Health and Community Services, water haulers on Orcas Island reported delivering 1.3 million gallons in 2000, 1 million gallons in 2002, and 1 million gallons in 2003.  These deliveries were 40% individual residences, 10% Group B community systems, and 50% Group A systems.  All of this water was delivered to the western side of Orcas Island.  In 2001, licensed water hauling on San Juan Island totaled 183 deliveries and a total of 441,500 gallons; and in 2002, 261 deliveries and 643,000 gallons.

Some bedrock areas of the county have very little capacity for storage or transmission of groundwater.  These areas are generally located inland in rural designated areas, although some coastal areas are also affected.  These areas tend to have high, steep elevations, with limited soil cover over the bedrock.  They have low recharge estimates and low average well yield based on drilling log data.  It is generally assumed that the fractures that supply these wells have little interconnectedness, and that withdrawal from one well does not affect a neighboring well. 

In glacial deposits low yield wells are generally in areas that are predominately till, which is composed of a compressed mixture of materials, including fine-grained silts and clay, that act as aquitards and restrict the flow of water. 

Limited aquifer capacity along shoreline areas is also subject to depletion, but rather than well failure, will draw seawater into the aquifer.

The main concern for groundwater management is in areas with low yield wells and land use designations of less than five acres, where the overall capacity for recharge may not be sufficient for the demand for water.

Areas with risks of contamination

There are several naturally-occurring contaminants in San Juan County as well as geologic conditions that are vulnerable to contamination from surface sources such as septic systems.

Arsenic, barium, fluoride, and sodium are present in many areas in the county at levels that present a health risk.  Exposure to arsenic over time increases the risk of cancer; barium can cause high blood pressure and changes to the heart; fluoride in high doses can cause brittle bones and at high levels poses a risk to children with developing teeth, particularly if combined with fluoride supplements (which in low doses helps to form strong teeth).  The county will not issue a building permit for use of a well with primary contaminants over the maximum contaminant level.  Continued data collection, mapping, and public education are the main management recommendations for these conditions.   

The fractures of bedrock wells, and the porous conditions of some glacial sediments provide an avenue for surface contaminants to enter groundwater.  Fractures are a particular concern, since they provide no filtration benefits.  Wells in some formations are contaminated every winter by surface water that finds its way into upper fracture zones.  In some cases, this surface water picks up bacteria and other pathogens that contaminate the wells.  Currently, state code does not require on-site septic systems to be designed in a way that prevents downward migration of contaminants, such as nitrates. 

Where wells and on-site septic systems are developed on small lots the risk of contamination is compounded.  Many small lots were created in San Juan County prior to current land use regulations with the intention of service from community water systems, but in many cases the water systems were either never developed, failed altogether, or are unable to keep up with the need for service.  There is growing demand for development of these lots, which are generally either affordable or located in desirable shoreline and view areas.

Groundwater management issues

·         The location, capacity, and quality of the county’s aquifers are not known.  Recharge estimates, well logs, and limited water quality data are the only sources of information available about groundwater conditions in San Juan County.  Without long-term data collection and analysis, effective management of groundwater resources is not possible.

·         Allocation of water rights for groundwater sources exceeds available recharge in many parts of the county.  In addition, there are several areas with potential for high-density new development and infill that do not have adequate groundwater supplies. 

·         The risk of seawater intrusion has been documented in the county, but the extent and timing of this risk is not known.  The state and county have the responsibility to manage and protect the groundwater resource, but at this time there is no working agreement or plan for management.

·         In order to supply water in areas with depleted groundwater sources, coordination and cooperation with the county’s community water systems is needed.  At this time, these systems do not have the capacity, or desire, to serve additional customers.

·         Rural build-out in areas with low-yield wells and naturally occurring contamination will require education and on-going documentation of conditions.

 

XXmaps of contaminants

…maps: chloride map with radii, location of A wells with charts

…graphic: intruded well

…Maps: geology, well yield, recharge and yield/population; recharge/population

…recharge maps of each island.

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