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John Lovie Sun Vista/Sunlight Beach HOA Presented to Island County WRAC Topics Overview Wellhead Protection Program Susceptibility Analysis WHPA Delineation Contaminant Sources Potential Concerns Septic Tanks


  1. John Lovie Sun Vista/Sunlight Beach HOA Presented to Island County WRAC

  2. Topics  Overview  Wellhead Protection Program  Susceptibility Analysis  WHPA Delineation  Contaminant Sources  Potential Concerns  Septic Tanks  Seawater Intrusion  Summary

  3. Sun Vista/Sunlight Beach HOA  Class A system  163 hookups  Two shallow wells  Coastal aquifer  Useless Bay drainage basin #4  Critical aquifer recharge area  Common Pool Resource - owned by patrons  All-volunteer board

  4. Service Area and Well Site

  5. Wellhead Protection Program Roles and Responsibilities – Water System Susceptibility assessment 1. Wellhead Protection Area delineation 2. Inventory of contaminant sources 3. Notification to regulatory agencies 4. 5. Notification to property owners Contingency plan for potable water 6. Coordination with emergency responders 7.

  6. Susceptibility Assessment  Shallow wells  Septic systems  Underground heating oil storage tanks  Coastal aquifer

  7. CARA Map

  8. WHPA Delineation  SWAP map shows simple radius  Met criteria for non-circular zone of contribution  Hired Golder Associates to carry out delineation  Contributed data from level logging

  9. Service Area

  10. Service Area + SWAP

  11. Service Area + SWAP + WHPA

  12. WHPA Delineation

  13. Inventory of Contaminant Sources  EDR Summary Report  None known within WHPA  Potential sources  Septic tanks  Oil storage tanks  Seawater intrusion

  14. Septic Tanks  Potential development of hillside above well  48 additional septic systems?  DOH tool for nitrate balance

  15. Septic Tanks 48 septic systems here?

  16. Washington Department of Health Level 1 Nitrate Balance for Large On-Site Sewage Systems Effect of addition of 48 septic systems on hillside above wells Input Values Factor Units Values Instructions Information Source Default Nitrate concentration in precipitation N R mg/l as N 0.24 Default Default Total nitrogen concentration in wastewater N W mg/l 60 Default - residential strength Soil denitrification d unitless 0.1 Default Default WHP Aquifer thickness b ft 20 Default or aquifer thickness if known ft 2 Lot width*length Drainfield area A D 385,000 Primary drainfield area Sanitary control area Distance from drainfield to property boundary D pb ft 100 Measure in direction of GW flow Aquifer width W A ft 275 Perpendicular to GW flow Lot width WHP (T/b) Aquifer hydraulic conductivity K ft/day 400 Measured or literature value Hydraulic gradient i ft/ft 0.002 If unknown, use 0.001 WHP Recharge R in/yr 3.00 Recharge will be a % of ppt USGS Recharge map Nitrate concentration of upgradient ground water N B mg/l 2 Prefer sampling data Current background lots*gpd/lot Wastewater volume V W gpd 12,960 Design flows or measured volume Output Values Groundwater nitrate value N GW mg/l as N 16.01 Point of Compliance (POC) 15.97 Alternative POC Groundwater nitrate value N GW ALT mg/l as N

  17. Nitrate ppm vs Number of Septics Nitrate ppm 18 16 14 12 10 Nitrate ppm 8 6 4 2 0 0 10 20 30 40 50 60

  18. Potential Development  Installation of 48 septic tanks would raise nitrate to 16 ppm (currently 2 ppm)  Limit is 10 ppm  Increase of 2 ppm is a red flag  Max number of new units to keep increase below 2 ppm is <5

  19. Seawater Intrusion

  20. Seawater Intrusion

  21. Seawater Intrusion Risk Factors  Low elevation ~ 20 ft  Screens are at or below sea level  Drawdown cone goes below sea level  600 ft from salt water – separated by wet or low land  Adjacent to wetland  Chloride has increased from 5 to 10 ppm since 1990s  DD #1 pumping project

  22. Water Level Elevation

  23. Revised Seawater Intrusion Policy ‘Circle Map’

  24. Diking District #1 1900

  25. Diking District #1 1915

  26. Diking District #1 2014

  27. Diking District #1 20??

  28. Diking District #1 1900

  29. DD #1 Pumping Project

  30. DD #1 Pumping Project

  31. DD #1 Pumping Volumes M Gallons 900 800 700 600 500 M Gallons 400 300 200 100 0 2010 2011 2012 2013

  32. Groundwater Recharge

  33. Rainwater Disposition Disposition, M Gallons Pumping, M Gallons Evapo- transpiration 770 811 Surface runoff 1623 Interflow 1217 DD1 Groundwater 405 Pumping recharge

  34. DD #1 Pumping Volumes M Gallons 900 800 700 600 500 M Gallons 400 300 200 100 0 2010 2011 2012 2013

  35. Seawater Intrusion  Not a current threat, but we cannot afford to be complacent  Wetland dewatering by DD#1 has the potential to reduce wetland water level below sea level, opening the risk of seawater intrusion  New operating plan maintains wetland ecology and reduces threat to wells  Need for ongoing vigilance  DD #1 has been copied on WHP document

  36. Sun Vista/Sunlight Beach HOA  Class A system  163 hookups  Two shallow wells  Coastal aquifer  Useless Bay drainage basin #4  Critical aquifer recharge area  Common Pool Resource - owned by patrons  All-volunteer board

  37. Wellhead Protection Program Roles and Responsibilities – Water System Susceptibility assessment 1. Wellhead Protection Area delineation 2. Inventory of contaminant sources 3. Notification to regulatory agencies 4. 5. Notification to property owners Contingency plan for potable water 6. Coordination with emergency responders 7.

  38. Observations  Preparation of a Wellhead Protection Program is a significant burden for a small water system  The Wellhead Protection Program is an essential tool in identifying current and potential threats  We are looking forward to continuing support from regulatory agencies at local, State and County levels

  39. John Lovie Sun Vista/Sunlight Beach HOA Presented to Island County WRAC

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