On-site Systems and Groundwater Washington State Department of Health February 6, 2014

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On-site Systems and Groundwater Washington State Department of Health February 6, 2014 1 Nancy Darling, LHG, CPSS Office of Shellfish and Water Protection

Key Groundwater Considerations Type and strength of contaminants in wastewater? What is the density of on-site systems in the area? How suitable are the site specific soils? Sensitive Area or Critical Aquifer Recharge Area? Effective O&M Requirements? 2

Current County Designations Sensitive Area defined in OSS Management Plan Areas where OSS pose an increased public health risk Critical Aquifer Recharge Area (CARA) Applies to multiple activities including OSS Addresses areas with elevated nitrates Includes wellhead protection areas 3 categories of aquifer sensitivity based on soils & geology Hydrogeology Report Assimilative Capacity Policy for Nitrates Lot Size What is the connection between Mgt. Plan and CARA? 3

OSS and Groundwater On-Site System Soil Aquifer 4

OSS Contaminants in Wastewater Pathogens - Fecal Coliform Viruses Household Products Pharmaceuticals Nitrogen Phosphorus * Focus of Thurston County Management Plan 5

Septic Tank Waste Strength Fecal Coliform 1,000,000 per 100 ml Nitrogen Domestic waste is 60 mg/l Schools can be closer to 100 mg/l RV Parks usually over 100 mg/l 6

Groundwater Standard Fecal Coliform 1 per 100 ml Nitrogen 10 mg/l 7

Wastewater Volume - GPD 3 bdrm home is 360 gpd Tolmie Park Estates (47) 16,920 gpd Olympia Country Club 10,800 gpd Hawks Prairie Inn 9000 gpd McLane Elementary - 4800 gpd 8

On-Site System Volume gpd Nitrogen mg/l (estimated) Nitrogen lbs/yr Single Family Home 360 60 66 Tolmie Park Estates (47) 16,920 60 3,102 Olympia Golf Club 3145 25 237 Outback RV Park 5800 120 1,392 McLane Elementary 4800 100 1080 9

Density Matters ground-water flow 10

Source Soil Aquifer 11

Soils and OSS The proper functioning of an OSS depends, in large part, on the soils ability to treat the wastewater. 12

Favorable Soil Characteristics Depth Two to three feet below drainfield Soil Texture Loamy soils with low gravel Soil Structure Well defined; not compact Drainage not excessively or slowly drained Water Content Unsaturated soil * The ideal soil is deep, well drained and medium texture. 13

How Soils Treat Wastewater Fecal Coliform 2 to 3 feet of dry soil is all that is needed for FC Physically trap large pathogens and organic matter Natural microbes out-compete pathogens for food React with soils by chemical or physical adsorption Biomat forms under conventional drainfield High zone of physical and reactive treatment 14

How Soils Treat Wastewater (cont.) Nitrogen Some trapped in biomat Some weakly adsorbed on soil (NH3+) Most N converted to nitrate (NO3-) Not adsorbed by soil Minor plant uptake Minor denitrification (wet conditions) Most leaches to ground water 15

16 Nitrogen Cycle

17 Shallow topsoil over very dense Glacial till provides minimal treatment and disposal.

18 Deep medium sand provides good treatment and disposal for fecal coliform

High % rock means good disposal but minimal treatment. 19 19

20 Drainage - Soil colors can mean a slow permeability or a high water table. Saturated soils provide poor disposal and treatment

Soil Type On-Site Regulations Soil Type 1 Gravelly and very gravelly coarse sands 2 Coarse sands. 3 Medium sands 4 Fine sands, sandy loams, loams. 5 Very fine sands or silt loams, sandy clay loams, clay loams and silty clay loams with a moderate structure 6 Other silt loams, sandy clay loams, clay loams, silty clay loams. 7 Sandy clay, clay, silty clay, strongly cemented or firm soils 21 *Soil type determines loading rate Ex. 0.6 gal/sf/day = 350 in/yr

Vertical Separation (unsaturated) Soil Type 1 2 3 6 12 < 18 A B B 18 < 24 B B B 24 < 36 B C E 36 < 60 B E E 60 C E E FC = 200 FC = 1,000,000 FC = 1000 FC = 50,000 22 * Does not address nitrogen

Vadose Zone Unsaturated Zone 23

Vadose Zone Characteristics More Protective of Groundwater Greater than 100 feet deep Clay, silt, fine sand, bedrock Glacial till or other dense sediments confining or semi-confining layer Minimal gravel Less Protective of Groundwater Less than 50 feet Coarse sand No dense layers High gravel content 24

25 Glacial Till

Source Soils Aquifer 26

Nitrate Plumes Minimal Dispersion 27 http://pubs.usgs.gov/fs/2007/3103/

Aquifer Hydraulic Conductivity Hydraulic conductivity is the aquifer s ability to transmit water High Hydraulic Conductivity = More Dilution 28

Other Aquifer Considerations Aquifer Gradient Aquifer width Background nitrogen Current Use (public/private wells) 29

In Summary For Groundwater Protection Address waste strength and density in sensitive areas Design drainfields for nitrate reduction Apply Critical Aquifer Recharge Area requirements for where applicable O&M Requirements 30

31