The URL can be used to link to this page

Home My WebLink About2016 Wahl Extraction Area Groundwater Monitoring Report 1101 South Fawcett Avenue, Suite 200 Tacoma, Washington 98402 253.383.4940 March 10, 2017 Miles Sand & Gravel Company 400 Valley Avenue NE Puyallup, Washington 98372 Attention: Mike Schuh Subject: Letter Report 2016 Groundwater, Surface Water and Precipitation Monitoring Data Shine Facility – Wahl Extraction Area Jefferson County, Washington File No. 1355-035-00 Monitoring requirements at the Shine Facility were set forth by Jefferson County Department of Community Development (DCD) as conditions of the Wahl Permit (MLA03-0037), dated July 18, 2005, prepared originally for Fred Hill Materials (FHM) and Ordinance 08-0706-04 (MLA10-00073), Amendment 09-1213-10 dated December 18, 2010. The purpose of this letter is to provide a summary of the water monitoring program implemented for the Wahl Extraction Area (WEA) as of the last data download event on January 13, 2017 and to compare the high groundwater table elevations with the proposed excavation elevations at the WEA. PREVIOUS AND CURRENT MONITORING The original monitoring, initiated in August 2005, was conducted by CR Hydrogeologic Consulting FHM. GeoEngineers, Inc. (GeoEngineers) assumed the monitoring duties in November 2009 when Miles Sand & Gravel Company (Miles) commenced leasing the operations at the WEA. The monitoring locations are shown on Figure 1. The following are elements of the current monitoring program: Groundwater ■ Groundwater level monitoring at the WEA began in August 2005 with the installation of an automated water-level sensor (consisting of a combined pressure transducer and datalogger) in monitoring well MW-9, a monitoring well located in the southwest portion of the WEA. The automated sensor measures and records the groundwater level on an hourly basis and the information is downloaded quarterly during a visual inspection of the site. The monitoring equipment is still functioning and has provided reliable data. Miles Sand & Gravel Company | March 10, 2017 Page 2 File No. 1355-035-00 ■ A water-level sensor was installed in the Shine Hub water supply well in April 2007. The sensor malfunctioned in June 2010 and was replaced in September 2010 with new equipment from the same manufacturer. The sensor malfunctioned again in April 2013 and was repaired and reinstalled in July 2013. With the exception of a few months in 2010 and in 2013, the monitoring equipment has provided reliable data. ■ In January 2010, additional monitoring wells (MW-5 and MW-8) equipped with sensors were added by Miles to estimate a groundwater surface profile beneath the WEA. The installed sensors are from the same manufacturer as those installed in monitoring well MW-9 and the Shine Hub well. The current monitoring equipment provides reliable data. ■ In 2012, monitoring well MW-5 was deepened to explore for a groundwater supply for the facility. The exploration was unsuccessful and MW-5 was decommissioned. Thus, the water level sensor from MW-5 was moved to monitoring well MW-15 on February 15, 2012. MW-15 is located approximately 550 feet south of the proposed mining area and now provides a monitoring point for the southern portion of the WEA. ■ In July 2015, the vented transducer in MW-8 stopped functioning and was replaced on October 2015 with a new non-vented transducer (INW PT2X 50-psi). ■ By late 2016, excavation had progressed to the area surrounding monitoring well MW-9 and the wellhead was nearly inaccessible. Therefore, the transducer in MW-9 was removed on November 7, 2016. The MW-9 casing will be modified and the transducer will be reinstalled in MW-9 after the excavation surrounding MW-9 is completed Surface Water ■ Three surface water stations were established in September 2005 on Thorndyke Creek near the WEA. One of the stations (Station 3) is located on an unnamed tributary and two are located on Thorndyke Creek, with Station 2 upstream and Station 1 located downstream of the confluence with the unnamed tributary. The stream stage height at each station is recorded on an hourly basis using an automated sensor. The streamflow is measured manually on a quarterly basis by wading the stream and measuring stream velocity. ■ An additional surface water monitoring point (Station 4) is located on Thorndyke Creek approximately 1 mile upstream of its mouth. The stream stage height is recorded on an hourly basis using an automated sensor. The stream flow is measured manually on a quarterly basis by wading the stream and measuring stream velocity. The sensor installed at Station 4 malfunctioned in April 2014 and was repaired and reinstalled in June 2014. ■ The automated equipment previously installed at the surface water stations was replaced at all four stations in 2011 and 2012 with more reliable sensors. Precipitation ■ A weather station was established on the roof of the office building at the current Shine Hub in September 2005. The data, collected on an hourly basis, includes precipitation, temperature and wind direction and speed. Between March 14 and October 17, 2012, the weather station experienced a loss of data. Periodic data losses from September 1, 2013 through December 31, 2016 have occurred as a result of damage caused by power outages at the site. Therefore, the data for 2013 through 2016 is Miles Sand & Gravel Company | March 10, 2017 Page 3 File No. 1355-035-00 incomplete. A comparable dataset was acquired for January 1, 2012 through December 31, 2016 from the Kitsap Public Utility District No. 1’s (KPUD) rain gage at Edgewater, located on the Kitsap Peninsula approximately 5 miles southeast of the WEA. MONITORING DATA SUMMARY The latest set of monitoring data was collected at the WEA on January 13, 2017. GeoEngineers has developed plots of the monitoring data described below. Mining has commenced in the WEA and several years of background groundwater, surface water and precipitation data have now been acquired. Groundwater Data The elevations of the groundwater monitoring points (rims of the well casings) have been surveyed relative to the National Geodetic Vertical Datum (NGVD) 1929 datum. The water levels measured in each monitoring well have been converted to groundwater elevations. Figure 2 shows a plot of groundwater elevations from the four monitoring wells and the Shine Hub water supply well. The water supply well is located near the office buildings at the Shine Facility (Figure 1). Monitoring wells MW-5, MW-8 and MW-9 are located within the WEA; monitoring well MW-15 is located approximately 550 feet south of the WEA. Shine Hub Water Supply Well The hourly data from the Shine Hub water supply well are shown on Figure 2 as points because the well pump cycles on and off several times a day. The lowest water level elevations in the Shine Hub water supply well represent pumping water levels and the highest represent fully or nearly recovered water levels. The data in-between represent water levels that are either recovering or are being drawn down at various stages of the pumping cycle. The highest levels show a pattern similar to the other monitoring wells described below that are located over a mile west of the Shine Hub well. Monitoring Wells MW-5, MW-8, MW-9 and MW-15 The dataset with the longest period of record is for monitoring well MW-9, beginning in August 11, 2005. The groundwater elevations in all the wells show similar seasonal fluctuations of rising levels in the winter wet months and declining levels between spring and fall. The highest recorded groundwater elevations for the monitoring wells were all recorded in April 2016. These groundwater elevations were 280.5, 281.5 and 255.85 feet (NGVD 29) for MW-8, MW-9, and MW-15, respectively. These groundwater elevations are 2 to 3 feet higher than the previous highs seen in 2013. Surface Water Data Figure 3 shows a plot of the surface water data for Stations 1 through 4, located on Thorndyke Creek. Figure 3 shows the stage heights as recorded at a 30-minute interval using dataloggers. The stage height dataset had relatively short periods in 2010 and 2011 when the data was lost due to faulty monitoring sensors. The equipment was replaced for all four stations in early 2012 with more reliable sensors and the stage heights have been recorded at hourly intervals since installing the replacement sensors. Figure 3 also shows the streamflow rates calculated from flow velocities that were measured by wading the stream; these are plotted on a logarithmic vertical scale (right-hand axis). In 2016, the measured flow at Miles Sand & Gravel Company | March 10, 2017 Page 4 File No. 1355-035-00 Station 1, located near the WEA, ranged between 0.87 and 5.69 cfs. The stream channel at Station 1 bifurcated in early 2017, forming two channels that resulted in a gravel bar that formed where the staff gage is located. Thus, recorded staff gage readings are below the gage. We could not communicate with the transducer installed at Station 3. The transducer was removed and sent for repair. The data that remains on the transducer will be downloaded and included in future reports. The transducer will be reinstalled in April 2017. Precipitation Data Figure 4 shows a plot of the daily precipitation at the weather station located on the roof of the Shine Hub office. The highest recorded daily precipitation event was 3.11 inches on December 3, 2007. As stated above, it appears from the downloaded data that the station has had periods of malfunction in 2012 and has recorded only partial data since September 2013. This is evident in the plot for 2012 through 2016. The Shine weather station data for 2012 through 2016 shown on Figure 4 is supplemented by data from the KPUD’s Edgewater rain gage as a substitute until the Shine weather station is repaired. Comparing days when both stations recorded data it appears that there has been significantly more rainfall at the Edgewater gage than recorded at the Shine weather station. GROUNDWATER ELEVATIONS VERSUS PROPOSED EXCAVATION FLOOR The proposed excavation elevations are shown on the attached plan titled “WDNR Permit No. 70-013024 Final Reclamation Map” as prepared by Team 4 Engineering. The plan shows that the excavation will stay 10 feet above the high groundwater table, as a currently required condition, in the central and north portions of the WEA. Miles proposes to excavate to Elevation 275 feet in the southernmost extent of the WEA. Prior to 2012, there was a lack of groundwater monitoring data points in this area. Monitoring of MW-15, located approximately 550 feet south of the southern WEA mining disturbance boundary (Figure 1), indicates that the highest water level recorded at MW-15 was Elevation 255.85 feet. Based on a uniform gradient between MW-9 and MW-15, the high groundwater elevation would be approximately Elevation 262 feet at the southern mining disturbance boundary as shown on the Reclamation Map (Attachment 1). Thus, the proposed excavation elevation of Elevation 275 feet will be greater than 10 feet above the highest groundwater table based on available data. CONCLUSIONS Monitoring data for groundwater, surface water and precipitation at the WEA are being collected by GeoEngineers on an ongoing basis to develop an extensive background data set, as required under permit conditions and local ordinances. Data have been collected since 2005, and additional groundwater monitoring locations installed in 2009 have allowed the estimation of a groundwater elevation profile beneath the planned mining area. Based on the groundwater data collected to date, the gravel mine excavations proposed by Miles at the WEA are 10 feet or greater above the highest projected groundwater surface elevations. &( EDEDED ED @A @A @A @A @A Shine Hub Weather Station MW-15 MW-8 MW-5 MW-9 Shine Hub Water Supply WellWahl Lake Rd Thorndyke Rd UV104 Thorndyke Rd S Po in t Rd Peabody Way T h o r n d y k e R d µ Vicinity Map Figure 1 Shine Facility - Wahl Extraction AreaMiles Sand & Gravel CompanyShine, Washington !^ Olympia §¨¦90 §¨¦5 §¨¦405 £¤101 Olympic NP W a s h i n g t o n 3,000 3,0000 Feet Data Sources: ESRI Data & Maps, Street Maps 2005 Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication.3. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. Transverse Mercator, State Plane South, North American Datum 1983North arrow oriented to grid northOffice: TACO Path: P:\1\1355035\GIS\135503500_F1.mxdMap Revised: 20 March 2012 syiEDED ED Station 1 Station 2 Station 3 200 2000 Feet Station 1Station 3Station 2 Station 4 Legend @A Monitoring Well ED Stream Gage &(Shine Hub Weather Station Wahl Extraction Area MW-5 Station 1 Tho m d y k e C r e e k Creek Groundwater DataShine Facility- Wahl Extraction AreaJefferson County, WashingtonFigure 2SP:\1\1355035\00\finals\Shine Facility –2016 Annual Report_Figures2 through 4.pptx JWP 01/23/2017Notes:1. Excavation is occurring near Monitoring Well 9. The transducer in Monitoring Well 9 was temporarily removed. Monitoring Well 9 will be modified and the transducer will be reinstalled once excavation surrounding the well is completed. Surface Water DataShine Facility- Wahl Extraction AreaJefferson County, WashingtonFigure 3SP:\1\1355035\00\finals\Shine Facility –2016 Annual Report_Figures2 through 4.pptx JWP 01/23/20171/1/04 1/1/05 1/1/06 1/1/07 1/1/08 1/1/09 1/1/10 1/1/11 1/1/12 1/1/13 1/1/14 1/1/15 1/1/16 1/1/17Date012340.11101001000Station 2 Relative Stage HeightsWaded Stream Flow MeasurementsRelocated Station 2approximately 300 feet upstreamon 2/15/2011Faulty ReadingsSensor Replaced2/3/12Stage Height (feet)Stream Flow (Cubic Feet Per Second)Stage Height (feet)Stream Flow (Cubic Feet Per Second)1/1/05 1/1/06 1/1/07 1/1/08 1/1/09 1/1/10 1/1/11 1/1/12 1/1/13 1/1/14 1/1/15 1/1/16 1/1/17Date024680.11101001000Station 4 Relative Stage HeightsWaded Stream Flow MeasurementsSensor Replaced5/6/11Notes:1. The stream channel at Station 1 bifurcated in early 2017, forming two channels that resulted in a gravel bar forming where the staff gage is located.2. The stream channel at Station 2 shifted such that the staff gage was located outside the wetted channel in 2013, 2014 and 2017. Precipitation Data Shine Hub Weather StationShine Facility- Wahl Extraction AreaJefferson County, WashingtonFigure 4Daily Precipitation (inches)Notes:1. The computer that automatically downloads weather data at the Shine weather station was damaged in a power outage. The damage has affected precipitation data since 2012. Daily rainfall data was acquired from Kitsap Public Utilities District No. 1’s Edgewater Station gage, located approximately 5 miles to the southwest, for January 1, 2012 through December 31, 2017.SP:\1\1355035\00\finals\Shine Facility –2016 Annual Report_Figures2 through 4.pptx JWP 01/23/2017 ATTACHMENT 1 Wahl Reclamation Map