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Home My WebLink About1403_FoothillsWellInstallationRpt_DIN26578_20160801BLE BUNNELL-LAMMONS ENGINEERING, INC. GEOTECHNICAL,ENVIRONMENTAL AND CONSTRUCTION MATERIALSCONSULTANTS GROUNDWATER MONITORING WELL INSTALLATION REPORT:CELL NO.5A FOOTHILLS REGIONAL MSW LANDFILL CALDWELL COUNTY,NORTH CAROLINA FACILITY PERMIT NUMBER 14-03 Prepared for: REPUBLIC SERVICES OF NORTH CAROLINA,LLC 1041 Red Ventures Drive Fort Mill, South Carolina 29707 Prepared by: BUNNELL-LAMMONS ENGINEERING,INC. 6004 Ponders Court Greenville, South Carolina 29615 BLE North Carolina Business License C-1538 BLE Project Number J16-1235-83 August 1, 2016 BUNNELL-LAMMONS ENGINEERING, INC. GEOTECHNICAL,ENVIRONMENTAL AND CONSTRUCTIONMATERIALSCONSULTANTS 6004PONDERSCOURT PHONE(864)288-1265 GREENVILLE,SOUTHCAROLINA 29615 FAX (864)288-4430 August 1, 2016 Republic Services of North Carolina, LLC 1041 Red Ventures Drive Fort Mill, South Carolina 29707 Attention: Mr. Raymond Hoffman, P.E. Post Collections Operations Manager Subject:Groundwater Monitoring Well Installation Report: Cell No. 5A Foothills Regional MSW Landfill Caldwell County, North Carolina Facility Permit Number 14-03 BLE North Carolina Business License C-1538 BLE Project Number J16-1235-83 Gentlemen: As authorized, Bunnell-Lammons Engineering, Inc. (BLE) has recently installed one additional groundwater monitoring well in relation to Cell No. 5A development at the Foothills Regional MSW Landfill. The enclosed report describes the work performed and provides the boring log, well construction diagram, well development results, and slug test results. We appreciate the opportunity to serve as your geological and geotechnical consultant on this project and look forward to working with you on future projects. If you have any questions, please contact us at (864) 288-1265. Sincerely, BUNNELL-LAMMONS ENGINEERING,INC. Mark S. Preddy, P.G. Daniel P. Osbourne, P.G. Senior Geologist Senior Geologist Registered, North Carolina No. 1043 Registered, North Carolina No. 2071 cc: Mr. Roger Watts – Foothills Regional MSW Landfill Mr. Matthew Cheek, P.E. – Hodges, Harbin, Newberry, & Tribble, Inc. Mr. Tyler Moody, P.E. – Bunnell-Lammons Engineering, Inc. c:\msp files\foothills lf nc\1235-83 well install cell 5a (2016 scope)\8 report\1235-83 fhlf mw install cell 5a report.docx SiSiSiSiiSiSiiSSiSSSiSiSiSSiSiiSiSiiSiSiSiSSSSiSSiSiSSSiSSiSSSSSSSSSiSiSSSSSiSSiSiSiSiiSSSSSiSiiiSSSSSSSSiSSiSSSSSiiSiSSSiSiSSSSSiSSSSiiSSiiSSiSiSiSiSSSiSSiiiSiiiSiSiSSiiSSncnncnncncncncncncncncnccncncncnncncncncncncncncncncnnncncncncncnnncncnnnnnnncncncnncnnncncnnncnnnnnncnncnnncncnnnncccncnnnncnccncnnccnccncncnnnccncnnnnccnccccccnncncnnncnnnnccnnnccccnnncccnnnnncccererereeererererereererererererererererererereeerererrerererererererrrererrrererererrerrrrerrerrerrereeerrrereeeererrrerrerrrrerererrrerreeeeereerreeeerreeeereerereereererrerrrrereeereeleelelelelelelelllelelllelleleeeleleeeeleleleleleeeeeleleleleleleleeeeeeleleeleeeleelleleeeleleeleeeeelleleeeeeeeeeeeeleeleleeeeelleeeeelleleellelelllyyyyy,yyyyyy,y,yyyy,yyyyyyy,y,yyyyyyyy,y,yyyyyyyyyyyyyyyyyyyyyyy,yyyyyy,yyyyyyy,yyyyy,yy,yy 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celcelelcelellcelelcelcelcelcelelllllcelelelcelcelcecellccelcecelcelceeececelcellcelceccelceleeceecelecelcccceeecceeelcceelelelelcelleeeccccell 5l 5l 5l5l5llll5l555l5l5l5lll5l 5ll5l5l 5l5l555l 5l5ll 5l5lll5l55l5l5l5l55l55555l55ll55l 5l5l55llllll5l555l5a raraararaaraara ra rararaa ra raaararrrarrara arara rrrrrrrrarrarrarraaraaarra raaaaarepoepoepoepoepeppopepoepoepoepoepoeepoeepoepepoepepoepoepepoppoepoepooepoeeepoepppepoopoooepoepopepoepopoepepeppoepoeepepopepoepopooepoepoeeepppoepoeeppoeepepoeeppopoeeooort.rttrtrtrt.ttrtrtrtrtrrrrrrtttrrrtrrttrrrrrrtrtrrrrrrtrtrrrrtrrtrrtrrrttr.rtttt...docdocdoddocddocdocddocdocdocdocdocddoddocdddocdodoccddocdocdocdodocodooodocdocccddoodocooodoccdoccddoooococccdocdododocdocococdocdoodocddoodocdoocdddx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx INC Foothills Regional MSW Landfill – Caldwell Co., NC August 1, 2016 Well Installation Report: Cell No. 5A BLE Project Number J16-1235-83 i TABLE OF CONTENTS PAGE 1.0 PROJECT INFORMATION .................................................................................... 1 1.1 Site Information ............................................................................................ 1 1.2 Geologic Setting ............................................................................................ 1 2.0 FIELD EXPLORATION .......................................................................................... 2 2.1 General .......................................................................................................... 2 2.2 Monitoring Well Installation ....................................................................... 2 2.2.1 Drilling Procedures and Subsurface Conditions Encountered .... 2 2.2.2 Groundwater Monitoring Well Installation .................................. 3 2.2.3 Hydraulic Conductivity and Slug Test Results ............................. 3 2.2.4 Effective Porosity and Specific Yield Results ................................ 3 2.2.5 Monitoring Well Development Results .......................................... 3 2.2.6 Monitoring Well Sampling ............................................................. 4 3.0 CONCLUSIONS ........................................................................................................ 4 4.0 REFERENCES .......................................................................................................... 4 TABLES Table 1 – Monitoring Well Construction & Groundwater Elevation Information Table 2 – Slug Test Data FIGURES Figure 1 – Site Location Map Figure 2 – Site Topography and Boring Location Plan APPENDICES Appendix A – Survey Data Appendix B – North Carolina Well Installation Form Appendix C – Drilling Procedures Appendix D – Boring Log and Installation Diagram Appendix E – Monitoring Well Installation Procedures Appendix F – Slug Test Procedures and Results Appendix G – Soil Laboratory Testing Results Appendix H – Monitoring Well Development Form Appendix I – Field Data Information Sheet for Groundwater Sampling INC Foothills Regional MSW Landfill – Caldwell Co., NC August 1, 2016 Well Installation Report: Cell No. 5A BLE Project Number J16-1235-83 1 1.0 PROJECT INFORMATION 1.1 Site Information The existing Foothills Regional Municipal Solid Waste (MSW) Landfill is located on Cheraw Road approximately two miles northwest of Lenoir, North Carolina (Figure 1). The landfill is owned by the Caldwell County Board of Commissioners and operated by Republic Services of North Carolina, LLC (Republic). The landfill development is being implemented in phases, as new solid waste cells are needed. To date, Cells No. 1A, 1B, 2A, 2B, 3A, 3B, 3C, 4 and 8A have been constructed. Cell No. 5A is currently under construction. As part of Cell 5A waste cell construction of the landfill, the groundwater and methane gas monitoring systems has been expanded by:  installing three new groundwater monitoring wells: MW-1R, MW-9, and MW-10;  installing two new methane gas monitoring probes: GP-14 and GP-15;  abandoning one existing groundwater monitoring well: MW-1; and  abandoning one existing methane monitoring probe: GP-8R. The proposed monitoring well and gas probe locations are shown on Figure 2 of the Environmental Monitoring Plan, Landfill Phases 1, 2, 3, and 4, Foothills Regional MSW Landfill prepared by BLE and dated November 1, 2013. The installation of MW-1R, MW-10, GP-14, and GP-15 and the abandonment of MW-1 and GP- 8R were performed in 2015 and documented in BLE’s report titled Groundwater Monitoring Well & Methane Gas Monitoring Probe Installation Report: Cell No. 5A, Foothills Regional MSW Landfill, Caldwell County, North Carolina, dated December 14, 2015 (BLE Project Number J15- 1235-74). At the time of well installation in 2015, the ground surface was not at final grade at monitoring well location MW-9; therefore, the installation of MW-9 was recently completed during cell construction activities once engineered fill soils had been placed to grade at the well location. Groundwater monitoring well MW-11 will be installed at a later date associated with the construction of Cell No. 5B. BLE was contracted by Republic to perform the installation of MW-9 and this report documents the activities completed. 1.2 Geologic Setting The subject site is located within the Inner Piedmont Belt of the Piedmont Physiographic Province. The crystalline rocks of the Inner Piedmont Belt occur in generally northeast-southwest trending geologic belts in the Carolinas, and consist of a stack of highly metamorphosed thrust sheets bound on the northwest by the Brevard Shear Zone and to the southeast by the Kings Mountain Shear Zone. The Inner Piedmont includes high-grade metamorphosed sedimentary and igneous rocks that have been exposed to multiple deformations (Horton and Zullo, 1991). Rock types that resulted from the multiple metamorphisms include gneiss, schist and amphibolite with northeast/southwest trending foliation with varying degrees of dip. INC Foothills Regional MSW Landfill – Caldwell Co., NC August 1, 2016 Well Installation Report: Cell No. 5A BLE Project Number J16-1235-83 2 The typical residual soil profile consists of clayey soils near the surface, where soil weathering is more advanced, underlain by micaceous sandy silts and silty sands. Residual soil zones develop by the in situ chemical weathering of bedrock, and are commonly referred to as “saprolite.” The boundary between soil and rock is not sharply defined. A transitional zone of partially weathered rock (PWR) is normally found overlying the parent bedrock. Partially weathered rock is defined, for engineering purposes, as residual material with standard penetration resistance in excess of 100 blows per foot (bpf). Fractures, joints, and the presence of less resistant rock types facilitate weathering. Consequently, the profile of the partially weathered rock and hard rock is quite irregular and erratic, even over short horizontal distances. Also, it is not unusual to find lenses and boulders of hard rock and zones of partially weathered rock within the soil zone, well above the general bedrock level. 2.0 FIELD EXPLORATION 2.1 General Field activities were performed between June 26 and July 18, 2016. A North Carolina licensed driller (John Gorman, North Carolina well driller certification number 3485-A) from Landprobe, Inc., a subsidiary of BLE, performed the well installation activities under the supervision of a North Carolina registered geologist from BLE. Representatives of BLE also performed well development, sampling, and slug testing for the new groundwater well. Mr. Thomas J. Fields, PLS-2906, of Troy, North Carolina staked the proposed well location prior to drilling and also surveyed the completed well location for horizontal and vertical control after completion. The survey data for the new well is included in Appendix A and is summarized on Table 1. The location of the new well is shown on Figure 2. 2.2 Monitoring Well Installation New groundwater monitoring well MW-9 was installed at the facility. Installation procedures were performed in accordance with the North Carolina Well Construction Standards Rule 15A NCAC 2C, .0108 (Standards for Construction: Wells other than Water Supply). Provided below are procedures and results for drilling, well installation, slug testing, and development. A North Carolina Non-Residential Well Completions Record (Form GW-1b) for the groundwater well MW- 9 is included in Appendix B. 2.2.1 Drilling Procedures and Subsurface Conditions Encountered The boring was conducted using an ATV-mounted drilling rig employing hollow stem auger and air-hammer drilling techniques. Drilling procedures are described in Appendix C. The soil and rock descriptions are indicated on the boring log (Appendix D) and were based on visual examination by a North Carolina registered geologist. An information sheet, which describes the Unified Soil Classification System (USCS) terms and symbols used on the test boring log, is also included in Appendix D. INC Foothills Regional MSW Landfill – Caldwell Co., NC August 1, 2016 Well Installation Report: Cell No. 5A BLE Project Number J16-1235-83 3 The subsurface conditions encountered consisted of compacted structural fill soil, underlain by micaceous sandy/clayey-silt and silty-sand residuum, partially weathered rock, and gneiss bedrock. Groundwater was encountered slightly below the depth of auger refusal at MW-9; therefore, the screened interval of the well encounters both the partially weathered rock and the upper portion of the fractured bedrock. 2.2.2 Groundwater Monitoring Well Installation Groundwater monitoring well MW-9 was constructed with 2-inch inside diameter (ID) polyvinyl chloride (PVC) casing installed with the screened interval in the partially weathered rock and fractured bedrock. Well installation procedures are described in Appendix E and an installation record is included on the boring log in Appendix D. Well construction data is summarized in Table 1. The as-built location of the new well is shown on the attached Figure 2. The monitoring well was developed, slug tested, and sampled after installation activities were completed. 2.2.3 Hydraulic Conductivity and Slug Test Results Hydraulic conductivity is defined as the volume of water that will move through a porous medium in unit time under a unit hydraulic gradient through a unit area at right angles to the direction of flow. A field permeability (slug) test was performed in monitoring well MW-9 to measure the in situ hydraulic conductivity of the aquifer materials exposed to the well screen. Slug test field procedures and results are presented in Appendix F and are summarized on Table 2. The Bouwer and Rice (1976) method for partially-penetrating wells in an unconfined aquifer was used. The slug test results indicated a hydraulic conductivity value of 6.57 x 10-5 cm/sec for MW-9. 2.2.4 Effective Porosity and Specific Yield Results Effective porosity is the volume of void spaces through which water or other fluids can travel in a rock or sediment divided by the total volume of the rock or sediment. Effective porosity can be assumed to be approximately equal to specific yield for unconfined (water table) aquifers. Specific yield is defined as the ratio of the volume of water that drains from a saturated rock owing to the attraction of gravity to the total volume of rock. A grain size analysis was performed on a residual soil sample collected from the screened interval zone of monitoring well MW-9 (Appendix G), which was used to estimate specific yield (Fetter, 1988). The results indicated a specific yield of approximately 26.5%. 2.2.5 Monitoring Well Development Results Monitoring well MW-9 was developed to reduce the groundwater turbidity to the lowest practical level utilizing conventional development techniques (surging, pumping, and bailing) for approximately 4 hours. The well had relatively low to moderate yield and approximately 32.0 gallons was purged from the well MW-9. Turbidity was measured during the well development using a Hach 2100Q Portable Turbidimeter. The well had very high initial turbidity, but was developed until further development did not substantially reduce turbidity level; the final turbidity value achieved was 8.74 NTUs in MW-9. A summary of the well development is attached in Appendix H. INC Foothills Regional MSW Landfill – Caldwell Co., NC August 1, 2016 Well Installation Report: Cell No. 5A BLE Project Number J16-1235-83 4 2.2.6 Monitoring Well Sampling Monitoring well MW-9 was purged and sampled following well development. Three casing volumes were purged from the well via a Teflon bailer connected to disposable nylon rope. Temperature, pH, specific conductance, turbidity, and dissolved oxygen were recorded during well development and are included on the Field Data Information Sheet for Groundwater Sampling included in Appendix I. The groundwater sample was sent to Pace Analytical Services, Inc. in Peachtree Corners, Georgia for laboratory analysis for the North Carolina Appendix I list of total metals and volatile organic compounds (VOCs). The water quality results will be reported under separate cover to Republic and the North Carolina Department of Environment Quality (NCDEQ). 3.0 CONCLUSION As part of the past and current cell grading activities associated with the construction of Cell No. 5A at the landfill, the groundwater and methane gas monitoring systems have been expanded by:  installing, developing, and slug testing three new groundwater monitoring wells: MW-1R, MW-9, and MW-10;  installing two new methane gas monitoring probes: GP-14 and GP-15;  abandoning one existing groundwater monitoring well: MW-1; and  abandoning one existing methane gas monitoring probe: GP-8R. The installation of MW-1R, MW-10, GP-14, and GP-15 and the abandonment of MW-1 and GP- 8R were performed in 2015 and documented in BLE’s report titled Groundwater Monitoring Well & Methane Gas Monitoring Probe Installation Report: Cell No. 5A, Foothills Regional MSW Landfill, Caldwell County, North Carolina, dated December 14, 2015 (BLE Project Number J15- 1235-74). The documentation of the installation of MW-9 is contained within this report. The installation was performed in accordance with the facility permit and applicable NCDEQ rules. The baseline sampling water quality results of MW-9 will be reported by others under separate cover. 4.0 REFERENCES Bouwer, H. and Rice, R.C., 1976, A slug test method for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells; Water Resources Research, Vol. 12, No. 3, pp. 423-428. - Slug testing data reduction procedures. Fetter, C.W., 1988, Applied Hydrogeology: Merrill Publishing Company, Columbus, Ohio. - Basic hydrogeologic principles and estimates of effective porosity in soils. Horton, J.W. and Zullo, V.A., 1991, The Geology of the Carolinas: Carolina Geological Society fifteenth anniversary volume: The University of Tennessee Press, Knoxville, TN. - General geologic setting. TABLES TABLE 1 MONITORING WELL CONSTRUCTION & GROUNDWATER ELEVATION INFORMATION Foothills Regional MSW Landfill Caldwell Co., North Carolina BLE Project Number J16-1235-83 Monitoring Ground TOC DGW (bgs)Water DGW (bgs)Water Screen Screen Well/Probe Northing Easting Elevation Elevation TOB Elev.24-Hour Elev.Depth Between Elevation Between MW-9 798,515.11 1,231,973.00 1,288.10 1,290.79 66.50 1221.60 61.20 1226.90 59.61 -74.61 1228.49 -1213.49 Notes: 1. Surveying was performed by Wright & Fields of Troy, NC (PLS) 2. Elevations are in FEET above mean sea level (MSL) 3. TOC = top of casing 4. TOB = time of boring 5. BGS = below ground surface 6. DGW = depth to ground water 1235-83 FHLF MW Install Cell 5A.xlsx Table 1 Prepared By: MSP Checked By: DPO TABLE 2 SLUG TEST DATA Foothills Regional MSW Landfill Caldwell Co., North Carolina BLE Project Number J16-1235-83 Monitoring Method Aquifer K(ft/min)K(cm/sec)K(ft/day)Effective Well Material Porosity MW-9 Bouwer-Rice Partially Weathered Rock 1.29E-04 6.57E-05 1.86E-01 26.5% Notes: 1. K = Hydraulic Conductivity 2. Effective porosity values from lab grain size analysis and estimation of specific yield (Fetter, 1994). 3. The data was reduced and the hydraulic conductivities calculated using SuperSlug (version 3.0). 1235-83 FHLF MW Install Cell 5A.xlsx Table 2 Prepared By: MSP Checked By: DPO FIGURES APPENDICES APPENDIX A Survey Data APPENDIX B North Carolina Well Installation Form WELL CONSTRUCTION RECORD (GW-1)For Internal Use Only: Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016 1. Well Contractor Information: Well Contractor Name NC Well Contractor Certification Number Company Name 2. Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) 3. Well Use (check well use): Water Supply Well: ƑAgricultural ƑMunicipal/Public ƑGeothermal (Heating/Cooling Supply) ƑResidential Water Supply (single) ƑIndustrial/Commercial ƑResidential Water Supply (shared) ƑIrrigation Non-Water Supply Well: ƑMonitoring ƑRecovery Injection Well: ƑAquifer Recharge ƑGroundwater Remediation ƑAquifer Storage and Recovery ƑSalinity Barrier ƑAquifer Test ƑStormwater Drainage ƑExperimental Technology ƑSubsidence Control ƑGeothermal (Closed Loop)ƑTracer ƑGeothermal (Heating/Cooling Return) ƑOther (explain under #21 Remarks) 4.Date Well(s) Completed: Well ID# 5a. Well Location: Facility/Owner Name Facility ID# (if applicable) Physical Address, City, and Zip County Parcel Identification No. (PIN) 5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient) N W 6. Is(are) the well(s): ƑPermanent or ƑTemporary 7. Is this a repair to an existing well: ƑYes or ƑNo If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form. 8.For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells drilled: 9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100ƍ) 10.Static water level below top of casing: (ft.) If water level is above casing, use “+” 11. Borehole diameter: (in.) 12.Well construction method: (i.e. auger, rotary, cable, direct push, etc.) FOR WATER SUPPLY WELLS ONLY: 13a. Yield (gpm) Method of test: 13b. Disinfection type: Amount: 14. WATER ZONES FROM TO DESCRIPTION ft.ft. ft.ft. 15. OUTER CASING (for multi-cased wells) OR LINER (if applicable) FROM TO DIAMETER THICKNESS MATERIAL ft.ft.in. 16. INNER CASING OR TUBING (geothermal closed-loop) FROM TO DIAMETER THICKNESS MATERIAL ft.ft.in. ft.ft.in. 17. SCREEN FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL ft.ft.in. ft.ft.in. 18. GROUT FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT ft.ft. ft.ft. ft.ft. 19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD ft.ft. ft.ft. 20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.) ft.ft. ft.ft. ft.ft. ft.ft. ft.ft. ft.ft. ft.ft. 21. REMARKS 22. Certification: Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner. 23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. You may also attach additional pages if necessary. SUBMITTAL INSTRUCTIONS 24a. For All Wells: Submit this form within 30 days of completion of well construction to the following: Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 24b. For Injection Wells: In addition to sending the form to the address in 24a above, also submit one copy of this form within 30 days of completion of well construction to the following: Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636 24c. For Water Supply & Injection Wells: In addition to sending the form to the address(es) above, also submit one copy of this form within 30 days of completion of well construction to the county health department of the county where constructed. John Gorman 3485-A Landprobe,Inc. 7/6/2016 MW-9 Foothills Regional MSW Landfill Solid Waste Facility Permit No. 14-03 2800 Cheraw Road, Lenoir NC 28645 Caldwell 35.91662 81.59381 74.86 63.55 8.25 & 6.0 auger & air hammer 7/6/2016 61.0 75.0 PWR and Fractured Bedrock 0 59.61 2.0 Sched. 40 PVC 59.61 74.61 2.0 0.010 Sched. 40 PVC 0.5 42.3 55.9 42.3 55.9 75.0 Bent. Grout Bent. Chips #0 Filter Sand Gravity Tremie 0 22 57 69 69 22 32 69 75 75 Structural Fill - mic, clayey, f-m sandy SILT Structural Fill - very mic, silty, f-c SAND Residuum - mic, silty, f-m SAND PWR - mic, silty, f-c SAND Bedrock - Schist Print Form Gravity APPENDIX C Drilling Procedures APPENDIX C Drilling Procedures Standard Penetration Test Soil sampling and penetration testing was performed in general accordance with ASTM D 1586. At regular intervals, soil samples were obtained with a standard 1.375-inch inside diameter (ID), 2- inch outside diameter (OD), stainless steel split-tube sampler. The sampler was first seated 6- inches to penetrate any loose cuttings, and then driven an additional 12 inches with blows of a 140- pound hammer falling 30 inches. The number of hammer blows required to drive the sampler the final 12 inches was recorded and designated the penetration resistance. Hollow-Stem Auger Drilling Soil test borings were advanced by mechanically twisting a continuous flight of 8.25-inch OD steel hollow-stem augers into the soil. Air-Hammer Drilling Where consolidated subsurface material was encountered that was impenetrable to hollow-stem augers, a 6-inch OD down-hole pneumatic air-hammer was used to advance the borehole. The pneumatic drill hammer advanced through the subsurface materials by rapidly striking the rock while the drill pipe was slowly rotated; compressed air was used to remove the soil and rock cuttings from the borehole. The drill hammer was constructed of alloy steel with tungsten-carbide inserts that provide the chipping or cutting surfaces. An in-line air filter was attached to the air compressor on the rig to remove oil from the air and to prevent oil contamination in the borehole. General A North Carolina registered driller performed the drilling and well installation activities. A North Carolina registered geologist examined the soil and rock samples and prepared boring logs. The down-hole equipment was steam cleaned prior to drilling activities. APPENDIX D Boring Log and Installation Diagram Firm to stiff, brown, slightly moist, micaceous, clayey, fine to medium sandy SILT - (compacted structural fill) Dense, light gray and black, slightly moist, very micaceous, silty, fine to coarse SAND - (fill) Dense, dark gray, moist, very micaceous, silty, fine to medium SAND - (fill) Firm, gray, slightly moist, micaceous, silty, fine to medium SAND with saprolite foliation banding - (residuum) 2 3 3 3 5 6 2 3 3 3 4 9 12 16 17 19 23 23 3 4 10 17 24 22 SURFACE COMPLETION 2.69-foot stick-up with a 4" x 4" standup locking steel protective cover with a 3' x 3' concrete pad at the base with a survey pin Top of PVC casing elev. = 1,290.79 feet Ground surface elev. = 1,288.10 feet Survey pin elev. = 1,288.10 feet Northing = 798,515.11' Easting = 1,231,973.00' Neat cement grout, 0 to 42.3 feet DESCRIPTION LOCATION: DRILLER: DRILLING METHOD: 1285 1280 1275 1270 1265 1260 1255 1250 CAVING> GROUNDWATER MONITORING WELL NO. MW-9 Sheet 1 of 2 7-6-16 DEPTH TO - WATER> INITIAL: CLIENT: 66.5 PROJECT NO.: END:Republic Services of NC, LLC Caldwell County, North Carolina Landprobe, J. Gorman ELEVATION/ DEPTH (FT) 5 10 15 20 25 30 35 PROJECT: CME 75 Marooka; 8.25-inch OD hollow stem auger J16-1235-83 AFTER 24 HOURS:61.2 GROUNDWATER MONITORING WELL NO. MW-9 START:6-29-16 1288.10ELEVATION: M. PreddyLOGGED BY: Foothills Regional MSW Landfill GE O T _ W E L L 1 2 3 5 - 8 3 . G P J 7 / 2 0 / 1 6 SOIL TYPE SA M P L E S 1025 20 30 40 50 70 90 STANDARD PENETRATION RESULTS BLOWS/FOOT MONITOR WELL INSTALLATION DETAILS Firm, gray, slightly moist, micaceous, silty, fine to medium SAND with saprolite foliation banding - (residuum) Firm, brown, slightly moist, very micaceous, slightly clayey, silty, fine to medium SAND Dense, gray, slightly moist, micaceous, silty, fine to medium SAND with saprolite foliation banding PARTIALLY WEATHERED ROCK which sampled as gray, slightly moist, micaceous, silty, fine to medium SAND with saprolite foliation banding PARTIALLY WEATHERED ROCK which sampled as brown, wet, slightly clayey, silty, fine to coarse SAND Auger refusal at 69.0 feet Gray, fine to medium, very micaceous, SCHIST BEDROCK Boring terminated at 75.0 feet. Groundwater encountered at 66.5 feet at time of drilling and at 61.2 feet after 24 hours. 50/4" 50/2" 50/3" 4 5 8 12 22 20 3 12 30 32 50/4" 30 50/2" 50/3" Neat cement grout, 0 to 42.3 feet Bentonite seal, 42.3 to 55.9 feet Filter pack, #0 sand, 55.9 to 75.0 feet 2-inch diameter, 0.010-inch slotted Schedule 40 PVC well screen, 59.61 to 74.61 feet Pipe cap Total well depth, 74.86 feet DESCRIPTION LOCATION: DRILLER: DRILLING METHOD: 1245 1240 1235 1230 1225 1220 1215 1210 CAVING> GROUNDWATER MONITORING WELL NO. MW-9 Sheet 2 of 2 7-6-16 DEPTH TO - WATER> INITIAL: CLIENT: 66.5 PROJECT NO.: END:Republic Services of NC, LLC Caldwell County, North Carolina Landprobe, J. Gorman ELEVATION/ DEPTH (FT) 45 50 55 60 65 70 75 PROJECT: CME 75 Marooka; 8.25-inch OD hollow stem auger J16-1235-83 AFTER 24 HOURS:61.2 GROUNDWATER MONITORING WELL NO. MW-9 START:6-29-16 1288.10ELEVATION: M. PreddyLOGGED BY: Foothills Regional MSW Landfill GE O T _ W E L L 1 2 3 5 - 8 3 . G P J 7 / 2 0 / 1 6 SOIL TYPE SA M P L E S 1025 20 30 40 50 70 90 STANDARD PENETRATION RESULTS BLOWS/FOOT MONITOR WELL INSTALLATION DETAILS APPENDIX E Monitoring Well Installation Procedures APPENDIX E Monitoring Well Installation Procedures Groundwater Monitoring Wells The groundwater monitoring wells consist of 2-inch diameter polyvinyl chloride (PVC) Schedule 40 ASTM 480 casing with flush-threaded joints installed in 6.0 to 8.25-inch nominal diameter boreholes. The bottom 15-foot section of the well is a manufactured well screen with 0.010-inch wide machined slots. Filter sand was placed around the outside of the pipe up to at least 2 feet above the top of the well screen. A bentonite seal was installed on top of the filter sand backfill to seal the monitoring well at the desired level. Additionally, the borehole was then tremie-grouted with a 5% bentonite-cement mixture up to the ground surface. The surface completion of each well consisted of a PVC cap and a lockable 4" x 4" x 5’ standup protective steel cover, with a 3-foot by 3-foot concrete pad at the base of the steel cover. The wells were constructed with a vent hole in the PVC casing near the top of the well and a weep hole near the base of the outer protective steel cover. Monitoring well construction records are attached in Appendix D. APPENDIX F Slug Test Procedures and Results APPENDIX F Slug Test Procedures and Results A slug test was performed in the field on the wells to estimate the average hydraulic conductivity of the water table aquifer. Hydraulic conductivity is a constant of proportionality relating to the ease with which a fluid passes through a porous medium. This data can be used to estimate the groundwater flow velocity beneath the site. The field procedure was as follows:  Measure the static groundwater elevation in the well to be tested;  Affect an instantaneous change to the static water level in the well by removing a known volume of water; and  Measure the rate at which the water level recovers to its original level. The resulting slug test data (time versus water level) was reduced and hydraulic conductivity was calculated using the Bouwer and Rice Method (1976) for partially penetrating wells in unconfined aquifer. C: \ M S P F i l e s \ F o o t h i l l s L F N C \ 1 2 3 5 - 8 3 W e l l I n s t a l l C e l l 5 A ( 2 0 1 6 S c o p e ) \ 5 S l u g T e s t s \ F i n a l \ F H L F M W 9 R H . s l g Page 1 Bo u w e r a n d R i c e G r a p h Ri s i n g H e a d S l u g T e s t J u l y 1 2 , 2 0 1 6 Fo o t h i l l s R e g i o n a l L a n d f i l l C a l d w e l l C o u n t y , N o r t h C a r o l i n a Pr o j e c t N u m b e r : J 1 6 - 1 2 8 5 - 8 3 f o r R e p u b l i c S e r v i c e s An a l y s i s b y B L E MW-9 Ho i s 2 . 5 3 5 f e e t a t 2 5 . 9 8 S e c o n d s 0 5 10 15 20 25 30 35 Ad j u s t e d T i m e ( m i n u t e s ) H e a d R a t i o ( H t / H o ) 1. e - 0 0 2 0. 1 1. Bo u w e r a n d R i c e p a r a m e t e r C = 2 . 1 1 ln ( R e / R w ) = 2 . 6 7 4 9 1 5 e + 0 0 0 An a l y s i s s t a r t s a t t i m e 1 0 0 . S e c o n d s An a l y s i s e n d s a t t i m e 1 0 . m i n u t e s 51 M e a s u r e m e n t s a n a l y ze d f r o m 3 9 t o 8 9 Hy d r a u l i c C o n d u c t i v i t y = 6 . 5 7 2 e - 0 0 5 c m / s e c Tr a n s m i s s i v i t y = 1 . 5 1 4 e - 0 0 3 f t 2 / m i n C:\MSP Files\Foothills LF NC\1235-83 Well Install Cell 5A (2016 Scope)\5 Slug Tests\Final\FHLFMW9RH.slg Page 1 Rising Head Slug Test Site Name:Foothills Regional Landfill Location:Caldwell County, North Carolina Test Date:July 12, 2016 Client:Republic Services Project Number:J16-1285-83 Import File:C:\Public PC134\Slug tests from Field\Foothills LF\7-12-16\Final\FHLFMW9RH.txt Well Label:MW-9 Aquifer Thickness:11.7 feet Screen Length:11.7 feet Casing Radius:8.333e-002 feet Effective Radius:0.3438 feet Static Water Level:0. feet Water Table to Screen Bottom:11.7 feet Anisotropy Ratio:1. Time Adjustment:25.98 Seconds Test starts with trial 0 There are 115 time and drawdown measurements Maximum head is 2.535 feet Minimum head is 0. feet Trial Time Adjusted Time Drawdown Head Head Ratio (minutes)(minutes)(feet)(feet) 1 0.433 0.2.535 2.535 1. 2 0.45 1.7e-002 2.531 2.531 0.9984 3 0.467 3.4e-002 2.52 2.52 0.9941 4 0.483 5.e-002 2.489 2.489 0.9819 5 0.5 6.7e-002 2.461 2.461 0.9708 6 0.517 8.4e-002 2.434 2.434 0.9602 7 0.533 0.1 2.419 2.419 0.9542 8 0.55 0.117 2.399 2.399 0.9464 9 0.567 0.134 2.38 2.38 0.9389 10 0.583 0.15 2.364 2.364 0.9325 11 0.6 0.167 2.353 2.353 0.9282 12 0.617 0.184 2.341 2.341 0.9235 13 0.633 0.2 2.322 2.322 0.916 14 0.65 0.217 2.31 2.31 0.9112 15 0.667 0.234 2.287 2.287 0.9022 16 0.683 0.25 2.279 2.279 0.899 17 0.7 0.267 2.26 2.26 0.8915 18 0.717 0.284 2.248 2.248 0.8868 19 0.733 0.3 2.236 2.236 0.8821 20 0.75 0.317 2.221 2.221 0.8761 21 0.767 0.334 2.205 2.205 0.8698 22 0.783 0.35 2.194 2.194 0.8655 23 0.8 0.367 2.182 2.182 0.8607 24 0.817 0.384 2.166 2.166 0.8544 25 0.833 0.4 2.155 2.155 0.8501 26 0.85 0.417 2.143 2.143 0.8454 27 0.867 0.434 2.128 2.128 0.8394 28 0.883 0.45 2.12 2.12 0.8363 29 0.9 0.467 2.104 2.104 0.83 30 0.917 0.484 2.092 2.092 0.8252 31 0.933 0.5 2.081 2.081 0.8209 32 0.95 0.517 2.069 2.069 0.8162 33 0.967 0.534 2.058 2.058 0.8118 C:\MSP Files\Foothills LF NC\1235-83 Well Install Cell 5A (2016 Scope)\5 Slug Tests\Final\FHLFMW9RH.slg Page 2 34 0.983 0.55 2.046 2.046 0.8071 35 1.0.567 2.034 2.034 0.8024 36 1.167 0.734 1.926 1.926 0.7598 37 1.333 0.9 1.821 1.821 0.7183 38 1.5 1.067 1.724 1.724 0.6801 39 1.667 1.234 1.627 1.627 0.6418 40 1.833 1.4 1.538 1.538 0.6067 41 2.1.567 1.456 1.456 0.5744 42 2.167 1.734 1.375 1.375 0.5424 43 2.333 1.9 1.301 1.301 0.5132 44 2.5 2.067 1.231 1.231 0.4856 45 2.667 2.234 1.169 1.169 0.4611 46 2.833 2.4 1.107 1.107 0.4367 47 3.2.567 1.052 1.052 0.415 48 3.167 2.734 1.002 1.002 0.3953 49 3.333 2.9 0.955 0.955 0.3767 50 3.5 3.067 0.913 0.913 0.3602 51 3.667 3.234 0.874 0.874 0.3448 52 3.833 3.4 0.839 0.839 0.331 53 4.3.567 0.808 0.808 0.3187 54 4.167 3.734 0.777 0.777 0.3065 55 4.333 3.9 0.754 0.754 0.2974 56 4.5 4.067 0.73 0.73 0.288 57 4.667 4.234 0.711 0.711 0.2805 58 4.833 4.4 0.691 0.691 0.2726 59 5.4.567 0.672 0.672 0.2651 60 5.167 4.734 0.66 0.66 0.2604 61 5.333 4.9 0.645 0.645 0.2544 62 5.5 5.067 0.629 0.629 0.2481 63 5.667 5.234 0.618 0.618 0.2438 64 5.833 5.4 0.606 0.606 0.2391 65 6.5.567 0.594 0.594 0.2343 66 6.167 5.734 0.587 0.587 0.2316 67 6.333 5.9 0.575 0.575 0.2268 68 6.5 6.067 0.567 0.567 0.2237 69 6.667 6.234 0.555 0.555 0.2189 70 6.833 6.4 0.548 0.548 0.2162 71 7.6.567 0.54 0.54 0.213 72 7.167 6.734 0.532 0.532 0.2099 73 7.333 6.9 0.524 0.524 0.2067 74 7.5 7.067 0.52 0.52 0.2051 75 7.667 7.234 0.512 0.512 0.202 76 7.833 7.4 0.509 0.509 0.2008 77 8.7.567 0.501 0.501 0.1976 78 8.167 7.734 0.493 0.493 0.1945 79 8.333 7.9 0.489 0.489 0.1929 80 8.5 8.067 0.481 0.481 0.1897 81 8.667 8.234 0.477 0.477 0.1882 82 8.833 8.4 0.474 0.474 0.187 83 9.8.567 0.466 0.466 0.1838 84 9.167 8.734 0.462 0.462 0.1822 85 9.333 8.9 0.458 0.458 0.1807 86 9.5 9.067 0.454 0.454 0.1791 87 9.667 9.234 0.451 0.451 0.1779 88 9.833 9.4 0.447 0.447 0.1763 89 10.9.567 0.443 0.443 0.1748 90 11.10.57 0.42 0.42 0.1657 C:\MSP Files\Foothills LF NC\1235-83 Well Install Cell 5A (2016 Scope)\5 Slug Tests\Final\FHLFMW9RH.slg Page 3 91 12.11.57 0.4 0.4 0.1578 92 13.12.57 0.384 0.384 0.1515 93 14.13.57 0.369 0.369 0.1456 94 15.14.57 0.357 0.357 0.1408 95 16.15.57 0.341 0.341 0.1345 96 17.16.57 0.33 0.33 0.1302 97 18.17.57 0.322 0.322 0.127 98 19.18.57 0.311 0.311 0.1227 99 20.19.57 0.303 0.303 0.1195 100 21.20.57 0.299 0.299 0.1179 101 22.21.57 0.291 0.291 0.1148 102 23.22.57 0.284 0.284 0.112 103 24.23.57 0.276 0.276 0.1089 104 25.24.57 0.268 0.268 0.1057 105 26.25.57 0.264 0.264 0.1041 106 27.26.57 0.256 0.256 0.101 107 28.27.57 0.252 0.252 9.941e-002 108 29.28.57 0.245 0.245 9.665e-002 109 30.29.57 0.241 0.241 9.507e-002 110 31.30.57 0.237 0.237 9.349e-002 111 32.31.57 0.233 0.233 9.191e-002 112 33.32.57 0.229 0.229 9.034e-002 113 34.33.57 0.225 0.225 8.876e-002 114 35.34.57 0.218 0.218 8.6e-002 115 36.35.57 0.213 0.213 8.402e-002 APPENDIX G Soil Laboratory Testing Results Bunnell Lammons Engineering, Inc. Greenville, SC Client: Project: Project No.:Figure Republic Services Foothills Landfill J16-1235-83 SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.) SOIL DATA PE R C E N T F I N E R 0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 0.0 0.0 4.7 7.2 20.2 28.6 35.1 4.2 6 i n . 3 i n . 2 i n . 1 ½ i n . 1 i n . ¾ in . ½ in . 3/8 i n . #4 #1 0 #2 0 #3 0 #4 0 #6 0 #1 0 0 #1 4 0 #2 0 0 Particle Size Distribution Report Boring MW-9 63.5-65.0 Brown silty fi.-med. SAND SM APPENDIX H Monitoring Well Development Form MONITORING WELL DEVELOPMENT LOG DATE 7/8/2016 TOTAL WELL DEPTH (TWD); TOP OF CASING =77.50 1/100 ft PERSONNEL Michael Parks DEPTH TO GROUND WATER (DGW) =63.55 1/100 ft SITE Foothills Regional MSW Landfill - Caldwell Co., NC LENGTH OF WATER COLUMN (LWC) = TWD - DGW =13.95 1/100 ft JOB #J16-1235-83 1 CASING VOLUME (CV) = LWC x 0.17 =2.4 gallons WELL ID MW-9 NUMBER CV REMOVED = 13 CV TOTAL VOLUME OF WATER REMOVED =32.0 gallons METHOD OF WELL DEVELOPMENT =Submersible pump WELL YIELD = Moderate to Low TIME ELAPSED VOLUME PURGED SURGE WATER pH SPECIF. COND.TURBIDITY COLOR PURGING DEV. TIME (hrs)event (gallons)total (gallons)TEMP (C)(units)(mmho/cm)(NTU)(subjective)METHOD 7/8/2016 10:15 0:00 0.0 0.0 Surged at 0.0 gallons 23.4 6.44 253.4 >1000 Dark Brown Pump 7/8/2016 10:45 0:30 4.0 4.0 -21.0 6.78 182.5 >1000 Light Brown Pump 7/8/2016 11:15 1:00 4.0 8.0 -22.0 6.78 173.4 289 Light Brown Pump 7/8/2016 11:45 1:30 4.0 12.0 Surged at 12.0 gallons 21.1 6.88 177.4 98.6 Light Brown Pump 7/8/2016 12:15 2:00 4.0 16.0 -19.1 6.76 180.6 87.9 Light Brown Pump 7/8/2016 12:45 2:30 4.0 20.0 Surged at 20.0 gallons 18.9 6.85 191.1 34.6 Clear Pump 7/8/2016 13:15 3:00 4.0 24.0 -19.3 6.79 184.3 29.6 Clear Pump 7/8/2016 13:45 3:30 4.0 28.0 Surged at 28.0 gallons 19.1 6.83 189.7 22.4 Clear Pump 7/8/2016 14:15 4:00 4.0 32.0 -19.2 6.79 188.7 8.74 Clear Pump MW-9 1235-83 FHLF MW-9 Well Development.xls Bunnell-Lammons Engineering, Inc. Greenville, SC APPENDIX I Field Data Information Sheet for Groundwater Sampling Page 1 of 1 Date 07/08/16 Well #MW-9 Field Personnel General weather Conditions Well Diameter (D)2 inch of 77.50 feet(ft) btoc Ambient Air Temperature ( °C ) conversion factor ( C ): 3.143*(D/2)^2 for a 2 inch well C = 0.163 Facility Name: Site ID# for a 4 inch well C = 0.652 *Free Product Thickness --ft Total Well Depth (TWD) 77.50 ft btoc Depth to Groundwater (DGW)64.18 ft btoc pH Sensor:Conductivity Sensor:35630-32 Length of Water Colum (LWC = TWD-DGW)13.32 ft serial no.serial no.1 Casing Volume (LWC*C) = 13.32 X .17 =2.26 gals pH =4.0 Standard 3 Casing Volumes = 3 X 2.26 =6.78 gals pH = 7.0 Standard (Standard Purge Volume) pH = 10.0 Standard DO Meter Standard Standard Turbidity: Total Volume of Water Purged Before Sampling 7.0 gals *If free product is present over 1/8 inch, sampling wiil not be required. Date/Time Date/Time Initial 1st Vol.2nd Vol.3rd Vol.4th Vol.5th Vol.6th Vol.7th Vol.8th Vol.Post Volume Purged (gallons)---2.5 5.0 7.0 Time (military)1421 1424 1427 1430 pH (s.u)6.83 6.79 6.77 6.78 Specific Conductivity (mS)187.4 188.2 188.8 189.1 Water Temperature ( °C )19.8 19.6 19.3 19.2 Turbidity (NTU) 8.42 9.21 8.37 7.71 Dissolved Oxygen (mg/l)0.8 0.8 0.8 0.8 Remarks:Well Sampled at 1430 on July 8, 2016 Relinquished by Received by YSI 60 84 0% cal 1.0-10.0 NTU Chain of Custody 4.0 15,000 7.0 1,413 10.0 447 Quality Assurance Oakton 35630-62 324976 324976 31 BLEINC BUNNELL-LAMMONS ENGINEERING, INC Field Data Information Sheet for Ground Water Sampling Michael W. Parks Sunny