1. Rhode Island Water Resources Board Water Availability An Overview of Water Supply and Water Resources May 5, 2011

2. Strategic Planning Introduction Organizational Mission Plan Mission Past Studies and Investigations Workshops

3. Water Resources Major Public Water Supplies Study Areas 47 Existing Interconnections

4. Current Capacity Water Supply Area (Supplemental Water Studies) Total Capacity (Sources + Purchased Water) (MGD) Providence83 Northern Rhode Island42.5 East Bay Area28.87 West Bay, Central and Southern63.88 Richmond Water Supply System0.87 Westerly Water Division7.16 Block Island Water Company0.29 TOTAL226.57

5. Groundwater and Surface Water Resources

6. 7 basin studies Watersheds (HUC 10 and 12) Resource Inventory Hydrology Water budget Summer Baseflow –Subbasin level –By study area (basin) Study Areas 10 Digit HUC WRB Inventory of Water Resources

7. Watersheds Boundaries define surface water drainage to a point. Follow the highest ridgeline around the stream channels and meet at the lowest point, outflow. Vary in size Watershed and basins are interchangeable terms

8. Resource Inventory What the Glaciers Left Behind How do hydrology and geology impact our options? Interpreting and applying the studies

9. Water Budget Total Precipitation Basin Study Total Precipitation (MGD) Blackstone452.17 Woonasquatucket/Moshassuck171.26 Pawtuxet/Quinebaug692.20 East Narragansett Bay289.50 West Narragansett Bay270.04 Pawcatuck715.20 South Coastal135.20 Total Statewide2,725.57

10. Water Budget Total Water Resources Basin Study Total Inflow/ Outflow (MGD) Blackstone815.83 Woonasquatucket/Moshassuck175.29 Pawtuxet/Quinebaug723.10 East Narragansett Bay292.10 West Narragansett Bay455.30 Pawcatuck723.10 South Coastal136.40 Total Statewide3,321.12

11. Safe Yield RIGL 46-15.7-2 defines safe yield as a sustainable withdrawal that can be continuously supplied from a water source without adverse effects throughout a critical dry period with a one percent (1%) chance of occurrence, or one that is equivalent to the drought of record, whichever is worse.

12. Safe Yield Water Use and Availability Studies Safe yield information for surface water reservoirs –Based on drought of record Developing a methodology to determine groundwater safe yield –Based on baseflow

13. What is Baseflow ? The flow in a channel sustained from groundwater discharge in the absence of direct runoff. During most of the year, streamflow is composed of both groundwater discharge and runoff. When groundwater provides the entire flow of a stream, baseflow conditions exist. Only that portion of flow attributable to baseflow was considered available for use. In some areas baseflow can be negative (losing streams).

14. Baseflow Water Use and Availability Reports Estimate baseflow, gross yield, at the 25 th, 50 th, and 75 th percentiles of baseflow –June, July, August, and September These estimates were made at the subbasin level but can be summarized by study area How much of baseflow is available for use?

15. Why is Baseflow Important? Sustainable flow in the channel Temperature Biological considerations Water quality considerations

16. Time of year and variations among years affect water availability

17. Flow Standards Fixed flow standards –Aquatic Baseflow (ABF) –7Q10 –Natural 7Q10 Variable flow standards and depletions –RI Aquatic Baseflow (RI-ABF) –RI Stream Depletion Methodology (RI-SDM)

18. Aquatic Baseflow (ABF) Aquatic Base Flow, U.S. Fish and Wildlife Service Need at least 25 years of unregulated flow DA at least 50 sq. mi. –ABF is often lower than streamflow during August and September Example Forestdale gage –ABF = 38.8 ft 3 /s (25.1 Mgal/d) –83.6-percent flow duration

19. 7Q10 Definition The 7-day low flow Commonly used to assess the capacity of a river to carry pollutants. Example Forestdale gage –7Q10 = 11.9 ft 3 /s (7.9 Mgal/d) –99.5 percent flow duration (flow is lower 0.5%)

20. Natural 7Q10 Theoretical 7-day low flow assuming little to no human effect on flows. –Forestdale, little difference between the 7Q10 and the Natural 7Q10 Flows downstream of an impoundments (reservoir) – the natural 7Q10 may < measured 7Q10 Basin with heavy pumping and no impoundments –the natural 7Q10 > measured 7Q10

22. Rhode Island- Aquatic Baseflow (RI- ABF) RI specific modifications to the US Fish and Wildlife Aquatic Base Flow (ABF) methodology to better represent the climate and streamflow conditions found in RI.

23. How is RI-ABF Calculated? Forestdale in the Eastern Highlands data set DA for the Forestdale gage is 91.2 sq. mi. To calculate the RI-ABF –multiply DA by the RI-ABF flow values (table 5.1) Example Forestdale gage –June RI-ABF = 74.8 ft 3 /s (48.4 Mgal/d) – 65.6-percent flow duration

24. DRAFT Stream Depletion Methodology (RIDEM, 2010) 1.Classification based on watershed and other characteristics 2.Links seasonal flow variations and ecology needs 3.Quantifies allowable stream flow depletions as a percentage of the natural 7Q10

27. Percent of flow remaining in Natural System After Allowable Depletion  ------------Percent Remaining----------  DateStreamflow Mgal/dBaseflow Mgal/d Jan-9792.490.3 Feb-9791.991.1 Mar-9790.989.3 Apr-9795.292.9 May-9792.391.0 Jun-9786.886.6 Jul-9781.079.5 Aug-9783.279.5 Sep-9782.577.0 Oct-9779.173.5 Nov-9787.782.5 Dec-9784.681.9 Example Forestdale gage

28. Conclusions Several Flow Standards have been considered in the past – * ABF, 7Q10 and Natural 7Q10 More recent standards have evolved to mimic the natural hydrograph –*RI-ABF, DRAFT SDM methodology What standard will support future water supply, economic development and population needs? –* Alternate SDM, % of baseflow

29. Policy Considerations Any use of ground water changes the subsurface and surface environment (that is, the water must come from somewhere). Public policy issue is to understand the tradeoffs between ground-water use and changes to the environment and set a threshold for what level of change becomes undesirable.

30. Scituate Reservoir