first quarter 2019 groundwater monitoring report nustar ... · nustar implemented a soil...
TRANSCRIPT
First Quarter 2019 Groundwater Monitoring Report NuStar Andover Quail Crossing
Andover, Kansas
Prepared for: NuStar Pipeline Operating Partnership L.P.
May 7, 2019 1641-16
First Quarter 2019 Groundwater Monitoring Report Page i Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
Table of Contents
1.0 INTRODUCTION AND SITE BACKGROUND ......................................................................................... 1 1.1 Background ......................................................................................................................................... 2 1.2 Pipeline and Site History ..................................................................................................................... 2 1.3 Activity Summary ................................................................................................................................. 2
2.0 FIRST QUARTER 2019 GROUNDWATER MONITORING ..................................................................... 5 2.1 Groundwater and Stormwater Pond Elevations ................................................................................... 6 2.2 SPH Occurrence .................................................................................................................................. 7 2.3 Groundwater Sampling ........................................................................................................................ 7 2.4 Groundwater Analytical Program ......................................................................................................... 8 2.5 Monitoring Well Results ....................................................................................................................... 8 2.6 Analytical Results – Irrigation Wells ..................................................................................................... 9 2.7 Data Quality Evaluation ....................................................................................................................... 9
3.0 STATUS REPORT ................................................................................................................................. 10 Tables
1 Groundwater Monitoring Program – Monitoring and Pilot Test Wells 2 Groundwater Monitoring Program – Irrigation Wells 3 Groundwater Gauging Data – Monitoring and Pilot Test Wells 4 Separate-Phase Recovery Data – June 2015 through March 2019 5 Groundwater Parameters 6 Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs 7 Groundwater Analytical Results – Irrigation Wells – GRO and VOCs Figures
1 Site Location Map 2 Site Plan and Sampling Location Map 3 Groundwater Elevation Map – March 6, 2019 4 LRH and MRH Concentrations in Groundwater (March 2019) 5 Benzene and Naphthalene Concentrations in Groundwater (March 2019) 6 LRH Isoconcentration Map (March 2019) 7 MRH Isoconcentration Map (March 2019) 8 Benzene Isoconcentration Map (March 2019) 9 Naphthalene Isoconcentration Map (March 2019)
First Quarter 2019 Groundwater Monitoring Report Page ii Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
Appendices
A Field Data Sheets B Historical Groundwater Elevations and SPH Removal Data C Laboratory Analytical Report and QA/QC Report
First Quarter 2019 Groundwater Monitoring Report Page 1 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
GROUNDWATER MONITORING REPORT First Quarter 2019
NuStar Pipeline Operating Partnership L.P. Quail Crossing Neighborhood
Andover, Kansas
Site Name and Location: Quail Crossing Neighborhood Site West Mountain and North Colt Court Andover, Kansas Owner (Contact): NuStar Pipeline Operating Partnership L.P. 19003 IH-10 West San Antonio, Texas 78257 Renee Robinson (210) 918-2975 Consultant (Contact): Apex Companies, LLC 3015 SW 1st Avenue Portland, Oregon 97201 Sam Jackson (503) 924-4704 x1924 Lead Agency: Kansas Department of Health and Environment 1000 SW Jackson Street, Suite 410 Topeka, Kansas 66612-1367 Cathryn Mallonee (785) 296-3866
1.0 Introduction and Site Background
This groundwater monitoring report (Report) was prepared by Apex Companies, LLC (Apex) on behalf of NuStar Pipeline Operating Partnership L.P. (NuStar) as part of the continuing response to a gasoline release from a NuStar refined-petroleum pipeline, which occurred in the Quail Crossing Neighborhood (the Neighborhood) of Andover, Kansas (the Site; Figure 1). The activities outlined herein were performed in accordance with the Consent Agreement and Final Order (CAFO) dated May 10, 2013 and in coordination with the Kansas Department of Health and Environment (KDHE) and the Quail Crossing Neighborhood Association. This report summarizes the groundwater monitoring activities conducted from January 1, 2019 through March 31, 2019.
First Quarter 2019 Groundwater Monitoring Report Page 2 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
1.1 Background
The pipeline release was discovered in June 2012 after separate-phase hydrocarbons (SPH) were detected in an irrigation well at 2006 N Colt Court. As shown on Figure 2, the NuStar pipeline release location was approximately 80 feet north of the affected irrigation well. Upon the discovery of SPH in the irrigation well, NuStar immediately mobilized to the Site and implemented initial response and abatement activities, including repairs to the pipeline, soil excavation, deactivation of the irrigation well at 2006 N Colt Court, and removal of SPH from the well. 1.2 Pipeline and Site History
Land use at the Site and surrounding areas is residential. As shown on Figure 2, a stormwater retention pond is located near the Site, approximately 250 feet south of the NuStar pipeline. The pipeline is constructed of 8-inch-diameter carbon steel and is used to transport liquefied petroleum products. The pipeline was installed to an approximate depth of 3 feet below ground surface (bgs) in agricultural land in 1959, and the pipeline remained in agricultural and/or undeveloped land until the late 1990s when the development of the Quail Crossing Neighborhood began. As part of the Neighborhood development, the pipeline depth was increased to approximately 6 feet bgs by re-excavating and backfilling with native material. A 100-foot-wide pipeline easement was created along the pipeline pathway for safety purposes during Neighborhood development. The pipeline easement limits development activities near the pipeline. The pipeline location and associated easement boundaries are shown on Figure 2. Residents in the Neighborhood use municipal water for domestic purposes. In addition to the municipal water supply, some residents in the Neighborhood have irrigation water wells that are used for outdoor irrigation and landscape purposes. The irrigation wells range in total depth from approximately 80 to 116 feet bgs. In most irrigation wells, the screened interval extends from approximately 40 feet bgs to the total well depth; gravel filter packs typically extend from approximately 25 feet bgs to the total well depth. Irrigation well locations are shown on Figure 2. 1.3 Activity Summary
Following the initial response activities, NuStar has performed interim remedial actions and investigations. These have included:
• A Comprehensive Investigation (CI) to determine the nature and extent of separate- and dissolved-phase hydrocarbons at the Site (Apex, 2014a);
• Implementation of a comprehensive groundwater monitoring and SPH removal program to evaluate separate- and dissolved-phase hydrocarbon trends;
• A soil vapor extraction (SVE) pilot test to evaluate this technology for addressing petroleum hydrocarbons in the vadose zone soil;
First Quarter 2019 Groundwater Monitoring Report Page 3 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
• Additional soil characterization following the CI to better assess the lateral and vertical extent of impacted soil in support of soil excavation planning;
• A groundwater treatment pilot test to evaluate the use of an oxygen releasing compound (ORC) in order to address dissolved-phase petroleum hydrocarbons in groundwater;
• A soil excavation to remove petroleum-impacted soil; and
• An expanded groundwater treatment pilot test to further evaluate the use of ORC as a groundwater remedial technology (this expanded pilot test was initiated in July 2016 and data collection was completed in September 2017).
The following paragraphs describe each of these activities. Comprehensive Investigation. As part of the CI, soil and groundwater data were collected from 24 soil borings, 16 monitoring wells, and select irrigation wells. Information obtained during the CI indicated that residual gasoline constituents are present in soil and groundwater in the vicinity of the pipeline release location. Irrigation Well Deactivation. Since the release was discovered, NuStar has coordinated with property owners within the investigation area to deactivate irrigation wells (nine as of the date of this report) and to reconfigure the associated irrigation systems to receive municipal water; NuStar pays municipal water fees for those property owners. Irrigation wells were selected for deactivation based on their location within the investigation area, groundwater quality, the potential that pumping on the wells could influence groundwater conditions, and/or well owner concerns. Irrigation wells that have been deactivated are listed in Table 2 and locations are shown on Figure 2. The irrigation wells have not been permanently decommissioned; therefore, the well owners will have the option of reactivating the wells at a later date. Irrigation Well Monitoring Program. An irrigation well sampling program was initiated in the summer of 2013. In 2013, these irrigation well data were used to determine approximate locations of the proposed monitoring well network. The construction of irrigation wells in the Neighborhood is not conducive to the collection of depth-discrete samples (i.e. typical screen intervals and gravel pack intervals are approximately 75 and 90 feet in length, respectively). Accordingly, the data obtained from irrigation well samples are considered to be qualitative. After the installation of the monitoring wells, the quarterly sampling of irrigation wells has been continued to provide data to well owners. Analytical data from the ongoing groundwater sampling of the monitoring wells are utilized to define the nature and extent of dissolve-phase constituents in the groundwater. The current irrigation well sampling program includes the collection of samples from 10 irrigation wells annually and seven wells quarterly; as it was approved by the KDHE on January 22, 2018 (Apex, 2018a).
First Quarter 2019 Groundwater Monitoring Report Page 4 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
Groundwater Monitoring Program. A quarterly comprehensive groundwater monitoring program was initiated in August 2013; and in 2017, the KDHE-approved quarterly groundwater monitoring program consisted of gauging water levels in wells MW-1 through MW-22 and SVE-1 through SVE-4, the collection and analysis of groundwater samples from wells MW-1 through MW-22 and SVE-2 through SVE-4, and the collection and analysis of groundwater samples from 17 irrigation wells. A proposal to abandon 10 monitoring and pilot test wells and to modify the groundwater monitoring program was presented in the First Quarter 2018 Groundwater Monitoring Report (Apex, 2018c); the KDHE approved that report on July 9, 2018 and wells were abandoned on September 11 and 12, 2018. The current KDHE-approved groundwater monitoring program is shown on Tables 1 and 2 and consists of gauging water levels and the collection of groundwater samples for laboratory analysis from wells MW-1 through MW-4, MW-6, MW-8 through MW-11, MW-13, MW-17 through MW-22, and the collection and analysis of groundwater samples from seven irrigation wells. In addition, samples from 10 irrigation wells are collected and analyzed annually during the third quarter in accordance with the modified Irrigation Well Sampling Program approved by KDHE in January 2018. SPH Removal. An SPH removal program was initiated in June 2013 to address SPH in the subsurface. The SPH program initially consisted of weekly SPH removal and gauging events. A vacuum truck was used to extract groundwater and SPH, if present, from the irrigation well at 2006 N Colt Court during the period June 2013 through January 7, 2015, and approximately 100 vacuum events were conducted over this time period. A modified SPH removal program was approved by the KDHE on January 9, 2015 and implementation began January 14, 2015. The modified SPH removal program is described in Section 2.2. SVE Pilot Test. To evaluate the feasibility of SVE technology for mitigating subsurface petroleum hydrocarbons, NuStar performed an SVE pilot test in December 2013 in accordance with the KDHE-approved Soil Vapor Extraction Pilot Test Work Plan (Apex, 2013). An evaluation of the SVE pilot test results indicated SVE to be a likely candidate for effective remedial technology on the Site. Accordingly, NuStar presented the results of the pilot test and a conceptual SVE system design at a Neighborhood meeting on February 17, 2014. Following the meeting, NuStar submitted the Soil Vapor Extraction Evaluation and Proposed Soil Investigation Report in March 2014 (Apex, 2014b). NuStar modified the conceptual design of the SVE system to reflect Neighborhood feedback. Despite proposed modifications to the conceptual SVE design, Neighborhood representatives cited several reasons for not accepting SVE as a viable mitigation option, including concerns about noise, emissions, and aesthetics. Soil Excavation and Enhanced Bioremediation Pilot Test. NuStar implemented a soil investigation in the vicinity of the pipeline release in April 2014 to further define the extent of gasoline in soil and to evaluate the potential for implementing other remedial alternatives that may be acceptable to the Neighborhood. Analytical data from that soil investigation were presented in the Soil Investigation Report and Proposed Soil Excavation Work Plan (Apex, 2014c), which was approved by the KDHE on August 8, 2014. The work plan portion of the report described proposed excavation methods along with a general excavation design for removing vadose zone soil affected by petroleum constituents. The KDHE approved the work plan and requested a detailed excavation construction plan to document specific methods and materials for the planned excavation. In
First Quarter 2019 Groundwater Monitoring Report Page 5 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
addition to the standard permit requirement for this type of project, the City of Andover required preparation of detailed survey documents and engineering designs as a condition of permitting the planned excavation. Once the City of Andover regulatory process was completed and the design plan approved, the Soil Excavation Work Plan was submitted to and approved by the KDHE in August 2015 (Apex, 2015c). The Soil Excavation Work Plan was implemented during the fourth quarter of 2015; the soil excavation area is shown on Figure 2. On January 7, 2016, the Soil Excavation Results Report (Apex, 2016a), which provides a detailed description of the excavation activities, was submitted to the KDHE and it was approved by the KDHE on March 14, 2016. To evaluate a remedial technology that may be appropriate for treating groundwater at the Site, the Revised Groundwater Pilot Test Work Plan (Work Plan; Apex, 2015a) was developed and submitted to the KDHE in January 2015. After evaluating several groundwater technologies, the Work Plan proposed a pilot test to evaluate enhanced aerobic bioremediation using ORC via injection to the subsurface. The KDHE approved the Work Plan on January 26, 2015; ORC injections were performed, and pilot test monitoring wells were installed during the period of March 10 through 20, 2015. The bi-monthly groundwater monitoring of wells associated with the pilot test was performed during the period March 2015 through February 2016. The methods and interim results of the groundwater pilot test (through June 2015) were reported in the Revised Interim Groundwater Pilot Test Implementation Report (Apex, 2015b) which was approved by the KDHE on August 26, 2015. The results of the pilot test (through February 2016) as reported in the Revised Groundwater Pilot Test Report and Expanded Pilot Test Work Plan (Expanded Work Plan; Apex, 2016c) indicated that the introduction of ORC is an effective method of enhancing aerobic bioremediation. Accordingly, a larger-scale pilot test was proposed in the Expanded Work Plan, which was approved by the KDHE on May 31, 2016; the expanded pilot test was initiated in July 2016 and the data collection portion of the pilot test was completed with the third quarter 2017 groundwater monitoring event. In July 2016, three monitoring wells (MW-20 through MW-22) were installed at the locations shown on Figure 2; the wells were incorporated into the comprehensive quarterly groundwater monitoring program in September 2016. In addition, the monitoring wells were incorporated into the expanded groundwater pilot test. Results of the expanded Pilot Test were reported in the Expanded Groundwater Pilot Test Report, which was submitted to the KDHE on January 24, 2018 (Apex, 2018b), which was approved by the KDHE on February 5, 2018.
2.0 First Quarter 2019 Groundwater Monitoring
The current groundwater monitoring programs for monitoring/pilot test wells and irrigation wells are listed in Table 1 and Table 2, respectively. The irrigation well sampling program was modified in 2018 with the approval of KDHE. A proposal to abandon ten monitoring/pilot test wells and modify the monitoring well network and associated groundwater monitoring program was presented in the First Quarter 2018 Groundwater Monitoring Report (Apex, 2018c), and the monitoring/pilot test wells were abandoned in September 2018 following approval by KDHE. The abandoned monitoring wells are identified on Figure 3 and in Table 1. The current KDHE-approved quarterly groundwater monitoring program consists of gauging
First Quarter 2019 Groundwater Monitoring Report Page 6 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
water levels and collecting groundwater samples for laboratory analysis from monitoring wells MW-1 through MW-4, MW-6, MW-8 through MW-11, MW-13, and MW-17 through MW-22 and the collection and analysis of groundwater samples from seven irrigation wells. The first quarter 2019 groundwater monitoring event was conducted on March 6 through March 8 and included the following activities:
• Gauged and collected samples from wells MW-1 through MW-4, MW-6, MW-8 through MW-11, MW-13, and MW-17 through MW-22.
• Collected groundwater samples from irrigation wells at seven properties.
Analytical data for well MW-10 exhibited anomalous results; therefore, an additional sample was collected from that well on March 22.
2.1 Groundwater and Stormwater Pond Elevations
On March 6, 2019, the water level was measured at each monitoring well location. Groundwater levels were measured to the nearest 0.01 foot using an electronic oil-water interface probe. Stormwater pond elevations are measured using a staff gauge permanently installed in the pond. Groundwater elevation and stormwater pond surface elevation data are listed in Table 3. The groundwater elevations measured on March 6, 2019 are shown in Table 3 and on Figure 3. Copies of field data sheets are included in Appendix A. Historical groundwater and stormwater retention pond elevations for the period August 2013 through March 2019 are tabulated in Appendix B. During the first quarter 2019 monitoring event, groundwater levels at the Site ranged between 20.22 and 30.35 feet bgs (equivalent to 1,332.68 and 1,324.23, respectively, feet above mean sea level [MSL]). Groundwater levels increased an average of 1.09 feet relative to the fourth quarter 2018 groundwater monitoring event conducted in December 2018. The elevation of the stormwater pond surface was 1344.50 feet MSL in March 2019; for comparison, the stormwater pond surface elevations from the last three quarterly monitoring events in 2018 ranged from 1343.50 to 1344.00 feet MSL. As shown on Figure 3, the groundwater elevations recorded during the first quarter 2019 event exhibited a pattern similar to previous monitoring events at the Site. That is, groundwater elevations were highest in the vicinity of the stormwater retention pond and decreased with distance from the pond. The observed pattern is likely the result of localized groundwater recharge from the stormwater retention pond. The localized recharge results in the radial flow of groundwater away from the pond. However, with increasing distance from the pond, groundwater exhibits a more easterly flow component and a flatter gradient, consistent with regional patterns (O’Connor et al., 1982).
First Quarter 2019 Groundwater Monitoring Report Page 7 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
2.2 SPH Occurrence
With the exception of the irrigation well at 2006 N Colt Court, SPH have not been observed at the Site. Consistent with the KDHE-approved Proposed SPH Removal Modification Plan, a SPH skimmer was installed in the irrigation well at 2006 N Colt Court on February 9, 2015. Gauging and SPH skimmer operations and maintenance (O&M) events were performed monthly from February 2015 through April 2016. Consistent with the proposed monitoring program modifications presented in the Revised Fourth Quarter 2015 Groundwater Monitoring Report (Apex, 2016b) and subsequent KDHE approval, SPH skimmer O&M are performed quarterly, concurrent with groundwater monitoring events. The irrigation well at 2006 N Colt Court was gauged for the presence of SPH and to measure depth to water on March 7, 2019. SPH were not detected during the gauging event. Accordingly, SPH removal activities were not necessary and a groundwater sample was collected from the irrigation well during the monitoring event. The SPH data shown in Table 4, and the historical data listed in Appendix B show that SPH were last observed in the passive skimmer in March 2015 and have not been observed in the well since that time. SPH have not been observed in any monitoring or pilot test wells at the Site, including well MW-20 (located approximately 15 feet from the release location) and MW-1 (located 30 feet from the irrigation well at 2006 N Colt Court). 2.3 Groundwater Sampling
Monitoring Wells. On March 6 through 8, a bladder pump was used to purge groundwater and collect groundwater samples from monitoring wells MW-1 through MW-4, MW-6, MW-8 through MW-11, MW-13, and MW-17 through MW-22 using low-flow sampling techniques. Prior to sampling, each well was purged while water quality parameters (pH, temperature, specific conductance, dissolved oxygen, and oxidation-reduction potential [ORP]) were recorded (Table 5). Analytical data for well MW-10 exhibited anomalous results; therefore, an additional sample was collected from that well on March 22. Irrigation Wells. Groundwater samples were collected from irrigation wells using disposable bailers. The samples from irrigation wells were collected by carefully lowering the bailer to approximately 30 feet below first encountered water (within the approximate screen interval) and retrieving the bailer. Samples were collected from eight irrigation wells (2001 N Colt Court, HOA-1, 2005 N Colt Court, 2006 N Colt Court, 2007 N Colt Court, 2019 N Ruger Circle, 2020 N Ruger Circle, and 2007 N Mountain Ct).
First Quarter 2019 Groundwater Monitoring Report Page 8 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
2.4 Groundwater Analytical Program
Groundwater samples collected during the March 6 through 8 and March 22 events were submitted to TestAmerica in Nashville, Tennessee, a Kansas-accredited analytical laboratory, for the following analyses: low-range hydrocarbons (LRH; carbon range ≥C5 to <C9) by Method KS LRH; middle-range hydrocarbons (MRH; carbon range ≥C9 to <C19) by Method KS MRH/HRH; and volatile organic compounds (VOCs) by EPA Method 8260C. The LRH and MRH analyses are consistent with KDHE Policy #BER-041 Total Petroleum Hydrocarbons (TPH) and Light Non-Aqueous Phase Liquid (LNAPL) Characterization, Remediation and Management (September 2015). 2.5 Monitoring Well Results
Table 6 presents dissolved-phase petroleum hydrocarbon constituent data for groundwater samples collected from monitoring wells between August 2013 and March 2019. Figures 4 and 5 present analytical data for the first quarter 2019 monitoring event. Copies of the laboratory reports and a quality assurance/quality control (QA/QC) results summary are included in Appendix C. The monitoring and pilot test well groundwater data are discussed below. Groundwater monitoring conducted since 2013 supports that the extent of dissolved-phase hydrocarbons exceeding KDHE Tier 2 risk-based screening values (RBSVs) is stable to decreasing. The approximate extent of groundwater with concentrations of dissolved-phase LRH, MRH, benzene, and naphthalene are shown on Figures 6 through 9, respectively. Petroleum constituents were not detected or were detected at concentrations lower than KDHE Tier 2 RBSVs in nine of the sixteen monitoring wells sampled this quarter (MW-2, MW-4, MW-6, MW-8, MW-9, MW-10 (3/22/2019), MW-11, MW-13, and MW-21). Petroleum constituents were detected at concentrations above KDHE Tier 2 RBSVs in seven of the sixteen monitoring wells sampled (MW-1, MW-3, MW-17, MW-18, MW-19, MW-20 and MW-22; those wells are within the NuStar pipeline easement boundary). As previously noted, analytical data from well MW-10 sampled on March 6 exhibited anomalous results, and as such, this well was resampled on March 22, 2019. Analysis of the March 22 groundwater sample indicated that petroleum constituents were not detected above the laboratory reporting limits, which is consistent with historical data for this well. Results from the March 6 and March 22 sampling events are presented in Table 6 and Figures 4 and 5.
The approximate extent of dissolved-phase constituents in groundwater above KDHE Tier 2 RBSVs is shown on Figures 6 through 9 (for well MW-10, the March 22 data were used for contouring). As represented by benzene, the approximate extent of dissolved-phase constituents in groundwater above the corresponding KDHE Tier 2 RBSV decreased by approximately 90 percent between August/September 2013 and December 2017; and that approximate extent has been stable since December 2017.
First Quarter 2019 Groundwater Monitoring Report Page 9 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
2.6 Analytical Results – Irrigation Wells
As shown in Table 2, the KDHE-approved groundwater monitoring program includes the collection of samples from seven irrigation wells during the first quarter. Irrigation well analytical data for the first quarter 2019 monitoring event are listed in Table 7 and shown on Figures 4 and 5. The construction of Site monitoring wells (shorter screen and sand pack intervals) is conducive to the collection of groundwater samples that are representative of dissolved-phase conditions at the Site. In contrast, the irrigation wells were not constructed for the purpose of environmental investigation (i.e. long screen and gravel pack intervals). As a result, analytical results from irrigation wells should be considered qualitative, at best. Copies of the laboratory reports are included in Appendix C. The irrigation well groundwater data are discussed below:
• During the first quarter 2019 groundwater monitoring event, dissolved-phase hydrocarbon constituents were not detected or were present at concentrations less than the corresponding KDHE Tier 2 RBSV in six of seven irrigation wells sampled (2001 N Colt Court, HOA-1, 2005 N Colt Ct, 2007 N Colt Court, 2019 N Ruger Circle, and 2020 N Ruger Circle).
• As discussed in Section 2.2, SPH had been observed in the irrigation well at 2006 N Colt Court until February 2015. SPH have not been observed since that time and were not observed in March 2019; therefore, a water sample was collected for analysis. As shown in Table 7, the sample collected in March 2019 contained dissolved-phase concentrations of LRH, MRH, benzene, 1,2,4-trimethylbenzene, and naphthalene above the corresponding KDHE Tier 2 RBSVs. Concentrations of dissolved-phase constituents in the sample were on the lower end of the historical range observed from that well.
o This irrigation well was deactivated in 2012 and the irrigation system was reconfigured to receive municipal water.
2.7 Data Quality Evaluation
Field duplicate samples were collected from monitoring wells MW-2, MW-13, and the irrigation well at 2007 N Colt Ct. The relative percent difference values were within the 30% control limit. A quality assurance/quality control (QA/QC) results summary is provided in Appendix C; the QA/QC review indicates that the QA objectives have been met and the data are of sufficient quality for use in this project.
First Quarter 2019 Groundwater Monitoring Report Page 10 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
3.0 Status Report
First Quarter 2019:
• On January 25, 2019 NuStar submitted the Fourth Quarter 2018 Groundwater Monitoring Report (Apex, 2019a), which was approved by the KDHE on February 11, 2019.
• On February 4, 2019 NuStar submitted the Corrective Action Study (Apex, 2019b), which was approved by the KDHE on February 21, 2019.
• On March 6 through 8, the first quarter 2019 comprehensive groundwater monitoring event was conducted in accordance with the KDHE-approved groundwater monitoring program. An additional follow-up groundwater sample event was conducted on March 22, 2019 for one well that contained anomalous detections of dissolved-phase constituents.
Second Quarter 2019:
• The second quarter 2019 comprehensive groundwater monitoring event will be performed in June.
First Quarter 2019 Groundwater Monitoring Report Page 11 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
4.0 References
Apex Companies, LLC (Apex), 2013. Soil Vapor Extraction Pilot Test Work Plan. Quail Crossing Neighborhood, Andover, Kansas. November 15, 2013.
Apex, 2014a. Comprehensive Investigation Report. Quail Crossing Neighborhood, Andover, Kansas. April 30, 2014.
Apex, 2014b. Soil Vapor Extraction Evaluation and Proposed Soil Investigation Report. Quail Crossing Neighborhood, Andover, Kansas. March 28, 2014.
Apex, 2014c. Soil Investigation Report and Proposed Soil Excavation Work Plan. Quail Crossing Neighborhood, Andover, Kansas. July 17, 2014.
Apex, 2015a. Revised Groundwater Pilot Test Work Plan. Quail Crossing Neighborhood, Andover, Kansas. January 16, 2015.
Apex, 2015b. Revised Interim Groundwater Pilot Test Report. Quail Crossing Neighborhood, Andover, Kansas. October 22, 2015.
Apex, 2015c. Soil Excavation Work Plan. Quail Crossing Neighborhood, Andover, Kansas. August 19, 2015.
Apex, 2016a. Soil Excavation Results Report. Quail Crossing Neighborhood, Andover, Kansas. March 2, 2016.
Apex, 2016b. Revised Fourth Quarter 2015 Groundwater Monitoring Report. Quail Crossing Neighborhood, Andover, Kansas. April 28, 2016.
Apex, 2016c. Groundwater Pilot Test Report and Expanded Pilot Test Work Plan. Quail Crossing Neighborhood, Andover, Kansas. May 17, 2016.
Apex, 2018a. Modified Irrigation Well Sampling Program Work Plan (Revised), NuStar Andover Quail Crossing, Andover, Kansas. January 4, 2018.
Apex, 2018b. Expanded Groundwater Pilot Test Report (Revised), Quail Crossing Neighborhood, Andover, Kansas. January 5, 2018.
Apex, 2018c. First Quarter 2018 Groundwater Monitoring Report, Quail Crossing Neighborhood, Andover, Kansas. June 15, 2018.
Apex, 2019a. Fourth Quarter 2018 Groundwater Monitoring Report, Quail Crossing Neighborhood, Andover, Kansas. January 25, 2019.
Apex, 2019b. Revised Corrective Action Study, Quail Crossing Neighborhood, Andover, Kansas. February 4, 2019.
O’Connor, Howard G., Chaffee, Pamela, and Link, Martha, 1982. Geohydrology of Southwestern Butler County, Kansas: A Preliminary Report. Kansas Geological Survey Open File Report 82-2. May 1982.
Table 1Groundwater Monitoring Program – Monitoring and Pilot Test Wells Quail Crossing NeighborhoodAndover, Kansas
Well ID Gauging LRH and MRH VOCs
Notes:1. LRH = Low-range hydrocarbons by KDHE Method KS LRH.2. MRH = Mid-range hydrocarbons by KDHE Method KS MRH/HRH.
[BTEX], 1,2-dicholoethane, naphthalene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, n-butylbenzene, and n-propylbenzene by U.S. Environmental Protection Agency Method 8260B.4. Q = Performed quarterly.5. Monitoring wells will not be sampled if SPH are present. 6. -- = Well Abandoned in September 2018
3. VOCs = Volatile organic compounds; benzene, toluene, ethylbenzene, xylenes
SVE-3 -- -- --
SVE-4 -- -- --
SVE-1 -- -- --
SVE-2 -- -- --
MW-21 Q Q Q
MW-22 Q Q Q
MW-19 Q Q Q
MW-20 Q Q Q
MW-17 Q Q Q
MW-18 Q Q Q
MW-15 -- -- --
MW-16 -- -- --
MW-13 Q Q Q
MW-14 -- -- --
MW-11 Q Q Q
MW-12 -- -- --
MW-9 Q Q Q
MW-10 Q Q Q
MW-7 -- -- --
MW-8 Q Q Q
MW-5 -- -- --
MW-6 Q Q Q
MW-3 Q Q Q
MW-4 Q Q Q
MW-1 Q Q Q
MW-2 Q Q Q
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 1
2001 N Colt Ct Q Currently in Use
2002 N Colt Ct A Deactivated
2004 N Colt Ct A Deactivated
2005 N Colt Ct Q Deactivated
2006 N Colt Ct Q Deactivated
HOA-1 Q Currently in Use
2007 N Colt Ct Q Deactivated
2019 N Ruger Cir Q Deactivated
2020 N Ruger Cir Q Deactivated
2028 N Ruger Cir A Currently in Use
2032 N Ruger Cir A Deactivated
2021 N Ruger Ct A Deactivated
2025 N Ruger Ct A Currently in Use
1009 W Mountain A Currently in Use
2007 N Mountain Ct A Currently in Use
2009 N Mountain Ct A Currently in Use
1211 W Quail Crossing Ct A Currently in Use
Notes:1. LRH = Low-range hydrocarbons by KDHE Method KS LRH.2. MRH = Mid-range hydrocarbons by KDHE Method KS MRH/HRH.
[BTEX], 1,2-dicholoethane, naphthalene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, n-butylbenzene, and n-propylbenzene by U.S. Environmental Protection Agency Method 8260B.4. Deactivated = Since the release was discovered, NuStar has coordinated with property owners within the investigation area to deactivate irrigation wells and reconfigure the associated irrigation systems to receive municipal water; NuStar pays municipal water fees for those property owners. 5. Q = Performed quarterly. 6. A = Performed annually during the third quarter event. 7. Irrigation wells will not be sampled if SPH are present.
Table 2Groundwater Monitoring Program – Irrigation Wells Quail Crossing NeighborhoodAndover, Kansas
3. VOCs = Volatile organic compounds; benzene, toluene, ethylbenzene, xylenes
Well Location Irrigation Well Monitoring
Program -LRH, MRH, and VOCs
Well Status
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 1
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
6/15/2015 31.31 -- -- 1320.827/22/2015 31.29 -- -- 1320.848/20/2015 31.35 -- -- 1320.789/14/2015 31.35 -- -- 1320.7810/20/2015 31.32 -- -- 1320.8111/24/2015 31.35 -- -- 1320.7812/14/2015 31.21 -- -- 1320.921/13/2016 31.19 -- -- 1320.942/16/2016 31.34 -- -- 1320.793/21/2016 31.34 -- -- 1320.794/26/2016 31.31 -- -- 1320.826/20/2016 31.06 -- -- 1321.079/19/2016 30.73 -- -- 1321.4012/12/2016 31.09 -- -- 1321.043/27/2017 31.35 -- -- 1320.786/19/2017 28.94 -- -- 1323.199/18/2017 31.05 -- -- 1321.0812/11/2017 31.41 -- -- 1320.723/20/2018 31.42 -- -- 1320.716/20/2018 31.40 -- -- 1320.739/26/2018 31.18 -- -- 1320.9512/10/2018 30.43 -- -- 1321.70
3/6/2019 29.15 -- -- 1322.98
6/15/2015 34.83 -- -- 1318.347/22/2015 35.13 -- -- 1318.048/20/2015 36.21 -- -- 1316.969/14/2015 35.87 -- -- 1317.3010/20/2015 36.23 -- -- 1316.9411/24/2015 35.81 -- -- 1317.3612/14/2015 34.08 -- -- 1319.091/13/2016 32.73 -- -- 1320.442/16/2016 32.69 -- -- 1320.483/21/2016 33.89 -- -- 1319.284/26/2016 34.76 -- -- 1318.416/20/2016 33.46 -- -- 1319.719/19/2016 33.02 -- -- 1320.1512/12/2016 32.09 -- -- 1321.083/27/2017 33.04 -- -- 1320.136/19/2017 31.32 -- -- 1321.859/18/2017 35.09 -- -- 1318.0812/11/2017 33.75 -- -- 1319.423/20/2018 34.58 -- -- 1318.596/20/2018 34.95 -- -- 1318.229/26/2018 33.94 -- -- 1319.2312/10/2018 31.48 -- -- 1321.69
3/6/2019 30.33 -- -- 1322.84
Please refer to notes at end of table.
MW-1 4.0 1352.13 35.0 20-35
MW-2 2.0 1353.17 29-4444.0
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 38.21 -- -- 1312.267/22/2015 39.69 -- -- 1310.788/20/2015 44.40 -- -- 1306.079/14/2015 43.33 -- -- 1307.1410/20/2015 45.10 -- -- 1305.3711/24/2015 39.69 -- -- 1310.7812/14/2015 35.42 -- -- 1315.051/13/2016 32.61 -- -- 1317.862/16/2016 23.13 -- -- 1327.343/21/2016 34.17 -- -- 1316.304/26/2016 37.96 -- -- 1312.516/20/2016 37.74 -- -- 1312.739/19/2016 34.52 -- -- 1315.9512/12/2016 31.00 -- -- 1319.473/27/2017 32.90 -- -- 1317.576/19/2017 32.53 -- -- 1317.949/18/2017 45.78 -- -- 1304.6912/11/2017 36.69 -- -- 1313.783/20/2018 39.75 -- -- 1310.726/20/2018 53.60 -- -- 1296.879/26/2018 46.51 -- -- 1303.9612/10/2018 31.26 -- -- 1319.21
3/6/2019 28.43 -- -- 1322.04
6/15/2015 29.02 -- -- 1321.717/22/2015 29.55 -- -- 1321.188/20/2015 29.65 -- -- 1321.089/14/2015 29.60 -- -- 1321.1310/20/2015 30.31 -- -- 1320.4211/24/2015 30.37 -- -- 1320.3612/14/2015 29.69 -- -- 1321.041/13/2016 29.95 -- -- 1320.782/16/2016 30.16 -- -- 1320.573/21/2016 30.29 -- -- 1320.444/26/2016 30.41 -- -- 1320.326/20/2016 29.15 -- -- 1321.589/19/2016 28.31 -- -- 1322.4212/12/2016 29.32 -- -- 1321.413/27/2017 30.47 -- -- 1320.266/19/2017 27.98 -- -- 1322.759/18/2017 30.15 -- -- 1320.5812/11/2017 30.23 -- -- 1320.503/20/2018 30.46 -- -- 1320.276/20/2018 31.90 -- -- 1318.839/26/2018 29.44 -- -- 1321.2912/10/2018 28.81 -- -- 1321.92
3/6/2019 27.52 -- -- 1323.21
Please refer to notes at end of table.
MW-3 2.0 1350.47 60.0 40-60
MW-4 2.0 1350.73 41.0 26-41
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 19.60 -- -- 1333.177/22/2015 19.82 -- -- 1332.958/20/2015 19.97 -- -- 1332.809/14/2015 20.06 -- -- 1332.7110/20/2015 20.24 -- -- 1332.5311/24/2015 20.40 -- -- 1332.3712/14/2015 19.82 -- -- 1332.951/13/2016 19.95 -- -- 1332.822/16/2016 20.49 -- -- 1332.283/21/2016 21.05 -- -- 1331.724/26/2016 20.87 -- -- 1331.906/20/2016 19.73 -- -- 1333.049/19/2016 19.36 -- -- 1333.4112/12/2016 24.69 -- -- 1328.083/27/2017 29.03 -- -- 1323.746/19/2017 29.14 -- -- 1323.639/18/2017 29.10 -- -- 1323.6712/11/2017 29.00 -- -- 1323.773/20/2018 29.13 -- -- 1323.646/20/2018 29.10 -- -- 1323.679/11/2018
6/15/2015 20.45 -- -- 1329.317/22/2015 20.66 -- -- 1329.108/20/2015 20.73 -- -- 1329.039/14/2015 20.48 -- -- 1329.2810/20/2015 21.11 -- -- 1328.6511/24/2015 22.17 -- -- 1327.5912/14/2015 20.57 -- -- 1329.191/13/2016 20.51 -- -- 1329.252/16/2016 21.49 -- -- 1328.273/21/2016 22.22 -- -- 1327.544/26/2016 22.93 -- -- 1326.836/20/2016 20.74 -- -- 1329.029/19/2016 20.12 -- -- 1329.6412/12/2016 20.79 -- -- 1328.973/27/2017 22.41 -- -- 1327.356/19/2017 19.24 -- -- 1330.529/18/2017 22.01 -- -- 1327.7512/11/2017 24.13 -- -- 1325.633/20/2018 25.38 -- -- 1324.386/20/2018 23.40 -- -- 1326.369/26/2018 20.15 -- -- 1329.6112/10/2018 21.91 -- -- 1327.85
3/6/2019 21.26 -- -- 1328.50
Please refer to notes at end of table.
MW-5
MW-6 2.0 1349.76 41.0 26-41
2.0 1352.77 30.0 15-30
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 14.91 -- -- 1334.077/22/2015 15.61 -- -- 1333.378/20/2015 15.70 -- -- 1333.289/14/2015 15.55 -- -- 1333.4310/20/2015 16.07 -- -- 1332.9111/24/2015 16.29 -- -- 1332.6912/14/2015 15.56 -- -- 1333.421/13/2016 15.75 -- -- 1333.232/16/2016 16.51 -- -- 1332.473/21/2016 16.65 -- -- 1332.334/26/2016 16.18 -- -- 1332.806/20/2016 15.42 -- -- 1333.569/19/2016 14.45 -- -- 1334.5312/12/2016 16.18 -- -- 1332.803/27/2017 16.64 -- -- 1332.346/19/2017 15.19 -- -- 1333.7912/11/2017 16.70 -- -- 1332.283/20/2018 17.23 -- -- 1331.756/20/2018 15.76 -- -- 1333.229/12/2018
6/15/2015 19.93 -- -- 1333.457/22/2015 20.20 -- -- 1333.188/20/2015 20.64 -- -- 1332.749/14/2015 20.68 -- -- 1332.7010/20/2015 21.08 -- -- 1332.3011/24/2015 21.61 -- -- 1331.7712/14/2015 20.41 -- -- 1332.971/13/2016 20.53 -- -- 1332.852/16/2016 21.26 -- -- 1332.123/21/2016 22.04 -- -- 1331.344/26/2016 22.03 -- -- 1331.356/20/2016 20.24 -- -- 1333.149/19/2016 19.08 -- -- 1334.3012/12/2016 21.25 -- -- 1332.133/27/2017 22.71 -- -- 1330.676/19/2017 20.47 -- -- 1332.919/18/2017 20.96 -- -- 1332.4212/11/2017 21.92 -- -- 1331.463/20/2018 23.61 -- -- 1329.776/20/2018 21.28 -- -- 1332.109/26/2018 DRY -- -- --12/10/2018 20.79 -- -- 1332.59
3/6/2019 20.58 -- -- 1332.80
Please refer to notes at end of table.
MW-7
MW-8 2.0 1353.38 30.0 15-30
Well Abandoned
2.0 1348.98 24.0 9-24
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/10/2015 NM -- -- NM6/15/2015 29.83 -- -- 1319.657/22/2015 28.87 -- -- 1320.618/20/2015 28.41 -- -- 1321.079/14/2015 30.24 -- -- 1319.2410/20/2015 31.07 -- -- 1318.4111/24/2015 30.87 -- -- 1318.6112/14/2015 29.22 -- -- 1320.261/13/2016 28.32 -- -- 1321.162/16/2016 28.32 -- -- 1321.163/21/2016 29.66 -- -- 1319.824/26/2016 30.73 -- -- 1318.756/20/2016 28.45 -- -- 1321.038/12/2016 30.50 -- -- 1318.989/19/2016 28.33 -- -- 1321.1512/12/2016 27.97 -- -- 1321.513/27/2017 29.24 -- -- 1320.246/19/2017 26.98 -- -- 1322.509/18/2017 32.21 -- -- 1317.2712/11/2017 30.50 -- -- 1318.983/20/2018 31.70 -- -- 1317.786/20/2018 32.89 -- -- 1316.599/26/2018 30.56 -- -- 1318.9212/10/2018 27.43 -- -- 1322.05
3/6/2019 26.26 -- -- 1323.22
6/15/2015 28.30 -- -- 1320.497/22/2015 29.56 -- -- 1319.238/20/2015 30.49 -- -- 1318.309/14/2015 28.40 -- -- 1320.3910/20/2015 28.39 -- -- 1320.4011/24/2015 28.40 -- -- 1320.3912/14/2015 28.36 -- -- 1320.431/13/2016 27.04 -- -- 1321.752/16/2016 26.97 -- -- 1321.823/21/2016 28.43 -- -- 1320.364/26/2016 28.37 -- -- 1320.426/20/2016 28.16 -- -- 1320.639/19/2016 28.04 -- -- 1320.7512/12/2016 26.82 -- -- 1321.973/27/2017 28.33 -- -- 1320.466/19/2017 25.87 -- -- 1322.929/18/2017 28.41 -- -- 1320.3812/11/2017 28.44 -- -- 1320.353/20/2018 28.47 -- -- 1320.326/20/2018 28.38 -- -- 1320.419/26/2018 28.36 -- -- 1320.4312/10/2018 26.33 -- -- 1322.46
3/6/2019 25.32 -- -- 1323.47
Please refer to notes at end of table.
MW-9 2.0 1349.48 40.0 25-40
MW-10 2.0 1348.79 34.0 19-34
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 28.31 -- -- 1323.037/22/2015 28.66 -- -- 1322.688/20/2015 28.73 -- -- 1322.619/14/2015 28.82 -- -- 1322.5210/20/2015 28.62 -- -- 1322.7211/24/2015 28.76 -- -- 1322.5812/14/2015 28.64 -- -- 1322.701/13/2016 28.51 -- -- 1322.832/16/2016 28.97 -- -- 1322.373/21/2016 28.87 -- -- 1322.474/26/2016 28.81 -- -- 1322.536/20/2016 28.49 -- -- 1322.859/19/2016 28.17 -- -- 1323.1712/12/2016 28.94 -- -- 1322.403/27/2017 28.89 -- -- 1322.456/19/2017 28.43 -- -- 1322.919/18/2017 29.01 -- -- 1322.3312/11/2017 29.91 -- -- 1321.433/20/2018 31.32 -- -- 1320.026/20/2018 34.60 -- -- 1316.749/26/2018 DRY -- -- --12/10/2018 29.01 -- -- 1322.33
3/6/2019 28.01 -- -- 1323.33
6/15/2015 30.86 -- -- 1318.887/22/2015 30.98 -- -- 1318.768/20/2015 31.08 -- -- 1318.669/14/2015 31.09 -- -- 1318.6510/20/2015 31.09 -- -- 1318.6511/24/2015 31.09 -- -- 1318.6512/14/2015 30.51 -- -- 1319.231/13/2016 28.00 -- -- 1321.742/16/2016 27.92 -- -- 1321.823/21/2016 30.36 -- -- 1319.384/26/2016 31.07 -- -- 1318.676/20/2016 29.42 -- -- 1320.329/19/2016 29.14 -- -- 1320.6012/12/2016 27.76 -- -- 1321.983/27/2017 29.51 -- -- 1320.236/19/2017 26.71 -- -- 1323.039/18/2017 31.05 -- -- 1318.6912/11/2017 31.05 -- -- 1318.693/20/2018 31.11 -- -- 1318.636/20/2018 31.06 -- -- 1318.689/11/2018
Please refer to notes at end of table.
MW-11 2.0 1351.34 42.0 22-42
MW-122.0 1349.74 43.0 23-43
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 31.94 -- -- 1322.647/22/2015 31.77 -- -- 1322.818/20/2015 31.56 -- -- 1323.029/14/2015 31.41 -- -- 1323.1710/20/2015 31.83 -- -- 1322.7511/24/2015 32.18 -- -- 1322.4012/14/2015 31.98 -- -- 1322.601/13/2016 31.41 -- -- 1323.172/16/2016 31.49 -- -- 1323.093/21/2016 31.92 -- -- 1322.664/26/2016 32.50 -- -- 1322.086/20/2016 31.02 -- -- 1323.569/19/2016 30.91 -- -- 1323.6712/12/2016 31.12 -- -- 1323.463/27/2017 31.93 -- -- 1322.656/19/2017 30.52 -- -- 1324.069/18/2017 31.88 -- -- 1322.7012/11/2017 32.47 -- -- 1322.113/20/2018 32.98 -- -- 1321.606/20/2018 32.73 -- -- 1321.859/26/2018 DRY -- -- --12/10/2018 30.97 -- -- 1323.61
3/6/2019 30.35 -- -- 1324.23
6/15/2015 31.70 -- -- 1323.297/22/2015 31.62 -- -- 1323.378/20/2015 31.55 -- -- 1323.449/14/2015 31.38 -- -- 1323.6110/20/2015 31.92 -- -- 1323.0711/24/2015 32.20 -- -- 1322.7912/14/2015 31.74 -- -- 1323.251/13/2016 31.53 -- -- 1323.462/16/2016 31.78 -- -- 1323.213/21/2016 32.20 -- -- 1322.794/26/2016 32.49 -- -- 1322.506/20/2016 30.94 -- -- 1324.059/19/2016 30.49 -- -- 1324.5012/12/2016 31.28 -- -- 1323.713/27/2017 32.08 -- -- 1322.916/19/2017 30.45 -- -- 1324.549/18/2017 31.98 -- -- 1323.0112/11/2017 32.19 -- -- 1322.803/20/2018 33.19 -- -- 1321.806/20/2018 32.27 -- -- 1322.729/12/2018
Please refer to notes at end of table.
MW-13 2.0 1354.58 45.0 25-45
MW-142.0 1354.99 45.0 25-45
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 32.34 -- -- 1319.457/22/2015 32.94 -- -- 1318.858/20/2015 33.48 -- -- 1318.319/14/2015 33.05 -- -- 1318.7410/20/2015 33.63 -- -- 1318.1611/24/2015 33.33 -- -- 1318.4612/14/2015 31.47 -- -- 1320.321/13/2016 31.10 -- -- 1320.692/16/2016 29.81 -- -- 1321.983/21/2016 31.22 -- -- 1320.574/26/2016 32.79 -- -- 1319.006/20/2016 30.22 -- -- 1321.579/19/2016 30.99 -- -- 1320.8012/12/2016 29.33 -- -- 1322.463/27/2017 30.70 -- -- 1321.096/19/2017 28.02 -- -- 1323.779/18/2017 34.81 -- -- 1316.9812/11/2017 32.50 -- -- 1319.293/20/2018 34.33 -- -- 1317.466/20/2018 35.39 -- -- 1316.409/12/2018
6/15/2015 29.48 -- -- 1322.657/22/2015 29.13 -- -- 1323.008/20/2015 28.65 -- -- 1323.489/14/2015 28.49 -- -- 1323.6410/20/2015 28.90 -- -- 1323.2311/24/2015 29.15 -- -- 1322.9812/14/2015 27.88 -- -- 1324.251/13/2016 28.29 -- -- 1323.842/16/2016 28.64 -- -- 1323.493/21/2016 29.33 -- -- 1322.804/26/2016 NM -- -- NM6/20/2016 28.75 -- -- 1323.389/19/2016 28.03 -- -- 1324.1012/12/2016 28.49 -- -- 1323.643/27/2017 29.69 -- -- 1322.446/19/2017 28.10 -- -- 1324.039/18/2017 30.69 -- -- 1321.4412/11/2017 30.27 -- -- 1321.863/20/2018 32.15 -- -- 1319.986/20/2018 31.97 -- -- 1320.169/12/2018
Please refer to notes at end of table.
25-45
Well Abandoned
MW-15
MW-16
2.0 1351.79 45.0 25-45
Well Abandoned
2.0 1352.13 45.0
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 31.28 -- -- 1320.417/22/2015 NM -- -- NM8/20/2015 31.19 -- -- 1320.509/14/2015 30.99 -- -- 1320.7010/20/2015 32.57 -- -- 1319.1211/24/2015 32.65 -- -- 1319.0412/14/2015 32.00 -- -- 1319.691/13/2016 31.37 -- -- 1320.322/16/2016 31.46 -- -- 1320.233/21/2016 32.03 -- -- 1319.664/26/2016 32.54 -- -- 1319.156/20/2016 30.67 -- -- 1321.029/19/2016 30.36 -- -- 1321.3312/12/2016 30.65 -- -- 1321.043/27/2017 31.45 -- -- 1320.246/19/2017 29.23 -- -- 1322.469/18/2017 32.01 -- -- 1319.6812/11/2017 31.28 -- -- 1320.413/20/2018 32.60 -- -- 1319.096/20/2018 33.81 -- -- 1317.889/26/2018 30.75 -- -- 1320.9412/10/2018 30.01 -- -- 1321.68
3/6/2019 28.74 -- -- 1322.95
6/15/2015 30.64 -- -- 1320.477/22/2015 30.84 -- -- 1320.278/20/2015 30.81 -- -- 1320.309/14/2015 30.53 -- -- 1320.5811/24/2015 30.99 -- -- 1320.0512/14/2015 30.96 -- -- 1320.081/13/2016 30.56 -- -- 1320.482/16/2016 30.72 -- -- 1320.323/21/2016 30.82 -- -- 1320.224/26/2016 31.18 -- -- 1319.866/20/2016 30.42 -- -- 1320.629/19/2016 29.78 -- -- 1321.2612/12/2016 29.99 -- -- 1321.053/27/2017 30.59 -- -- 1320.456/19/2017 28.42 -- -- 1322.629/18/2017 31.18 -- -- 1319.8612/11/2017 30.95 -- -- 1320.093/20/2018 31.24 -- -- 1319.806/20/2018 32.02 -- -- 1319.029/26/2018 29.36 -- -- 1321.6812/10/2018 29.39 -- -- 1321.65
3/6/2019 28.21 -- -- 1322.83
Please refer to notes at end of table.
MW-17 2.0 1351.69 42.0 27-42
1351.04
1351.11
MW-18 2.0 42 27-42
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 30.60 -- -- 1320.537/22/2015 30.58 -- -- 1320.558/20/2015 30.65 -- -- 1320.489/14/2015 30.59 -- -- 1320.5411/24/2015 31.00 -- -- 1320.1312/14/2015 31.06 -- -- 1320.071/13/2016 30.47 -- -- 1320.662/16/2016 30.69 -- -- 1320.443/21/2016 30.79 -- -- 1320.344/26/2016 31.49 -- -- 1319.646/20/2016 29.16 -- -- 1321.979/19/2016 29.47 -- -- 1321.6612/12/2016 29.68 -- -- 1321.453/27/2017 30.92 -- -- 1320.216/19/2017 28.01 -- -- 1323.129/18/2017 31.42 -- -- 1319.7112/11/2017 30.89 -- -- 1320.243/20/2018 31.29 -- -- 1319.846/20/2018 32.43 -- -- 1318.709/26/2018 29.31 -- -- 1321.8212/10/2018 29.09 -- -- 1322.04
3/6/2019 27.91 -- -- 1323.22
9/19/2016 28.76 -- -- 1322.4012/12/2016 29.71 -- -- 1321.453/27/2017 30.59 -- -- 1320.576/19/2017 28.38 -- -- 1322.789/18/2017 30.43 -- -- 1320.7312/11/2017 30.60 -- -- 1320.563/20/2018 30.80 -- -- 1320.366/20/2018 31.00 -- -- 1320.169/26/2018 29.81 -- -- 1321.3512/10/2018 29.17 -- -- 1321.99
3/6/2019 27.92 -- -- 1323.249/19/2016 19.36 -- -- 1333.5412/12/2016 20.46 -- -- 1332.443/27/2017 21.10 -- -- 1331.806/19/2017 19.86 -- -- 1333.049/18/2017 20.31 -- -- 1332.5912/11/2017 20.00 -- -- 1332.903/20/2018 21.71 -- -- 1331.196/20/2018 20.36 -- -- 1332.549/26/2018 20.05 -- -- 1332.8512/10/2018 20.26 -- -- 1332.64
3/6/2019 20.22 -- -- 1332.68
Please refer to notes at end of table.
MW-21
2.0 1351.16 40 25-40MW-20
2.0 1352.90 30 15-30
MW-19 2.0 1351.13 42 27-42
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
9/19/2016 28.69 -- -- 1322.5212/12/2016 29.71 -- -- 1321.503/27/2017 30.59 -- -- 1320.626/19/2017 28.38 -- -- 1322.839/18/2017 30.62 -- -- 1320.5912/11/2017 30.49 -- -- 1320.723/20/2018 30.44 -- -- 1320.776/20/2018 30.25 -- -- 1320.969/26/2018 29.71 -- -- 1321.5012/10/2018 29.15 -- -- 1322.06
3/6/2019 27.91 -- -- 1323.30
10/20/2015 NM -- -- NM11/24/2015 27.05 -- -- 1323.1812/14/2015 26.11 -- -- 1324.121/13/2016 26.11 -- -- 1324.122/16/2016 26.71 -- -- 1323.523/21/2016 26.83 -- -- 1323.404/26/2016 27.32 -- -- 1322.916/20/2016 24.89 -- -- 1325.349/19/2016 23.63 -- -- 1326.6012/12/2016 26.16 -- -- 1324.073/27/2017 28.23 -- -- 1322.006/19/2017 24.76 -- -- 1325.479/18/2017 29.22 -- -- 1321.0112/11/2017 29.04 -- -- 1321.193/20/2018 29.06 -- -- 1321.176/20/2018 29.03 -- -- 1321.209/11/2018
10/20/2015 NM -- -- NM11/24/2015 28.17 -- -- 1322.0412/14/2015 26.92 -- -- 1323.291/13/2016 26.95 -- -- 1323.262/16/2016 27.97 -- -- 1322.243/21/2016 28.22 -- -- 1321.994/26/2016 28.20 -- -- 1322.016/23/2016 27.76 -- -- 1322.459/19/2016 26.02 -- -- 1324.1912/12/2016 27.59 -- -- 1322.623/27/2017 28.32 -- -- 1321.896/19/2017 26.26 -- -- 1323.959/18/2017 28.89 -- -- 1321.3212/11/2017 28.35 -- -- 1321.863/20/2018 28.34 -- -- 1321.876/20/2018 28.27 -- -- 1321.949/11/2018
Please refer to notes at end of table.
MW-22 2.0 1351.21 37 22-37
SVE-1
SVE-22.0 1350.21 30 15-30
Well Abandoned
2.0 1350.23 30 20-30
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
10/20/2015 NM -- -- NM11/24/2015 29.36 -- -- 1322.4612/14/2015 29.22 -- -- 1322.601/13/2016 29.25 -- -- 1322.572/16/2016 29.31 -- -- 1322.513/21/2016 29.35 -- -- 1322.474/26/2016 29.73 -- -- 1322.096/20/2016 29.13 -- -- 1322.699/19/2016 28.81 -- -- 1323.0112/12/2016 28.96 -- -- 1322.863/27/2017 29.26 -- -- 1322.566/19/2017 27.86 -- -- 1323.969/18/2017 29.28 -- -- 1322.5412/11/2017 29.38 -- -- 1322.443/20/2018 29.39 -- -- 1322.436/20/2018 29.33 -- -- 1322.499/11/2018
10/20/2015 NM -- -- NM11/24/2015 28.55 -- -- 1321.7612/14/2015 29.04 -- -- 1321.271/13/2016 29.04 -- -- 1321.272/16/2016 29.01 -- -- 1321.303/21/2016 29.02 -- -- 1321.294/26/2016 29.05 -- -- 1321.266/23/2016 28.69 -- -- 1321.629/19/2016 28.33 -- -- 1321.9812/12/2016 28.37 -- -- 1321.943/27/2017 29.02 -- -- 1321.296/19/2017 27.40 -- -- 1322.919/18/2017 29.31 -- -- 1321.0012/11/2017 29.15 -- -- 1321.163/20/2018 29.06 -- -- 1321.256/20/2018 DRY -- -- --9/11/2018
Please refer to notes at end of table.
SVE-3
SVE-4
2.0 1351.82 30 20-30
Well Abandoned
2.0 1350.31 30 20-30
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 12 of 13
Table 3
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing Elevation
(feet)1
Total Depth (feet bgs)
Screen Interval (feet bgs)
Depth to Groundwater (feet bgs)
Depth to SPH(feet)
SPH Thickness (feet)
Groundwater Elevation (feet MSL)
Groundwater Gauging Data – Monitoring and Pilot Test WellsQuail Crossing NeighborhoodAndover, Kansas
6/15/2015 1344.757/22/2015 1344.508/20/2015 1344.759/14/2015 1344.5010/22/2015 1344.7511/24/2015 1344.5012/14/2015 1344.751/13/2016 1344.502/16/2016 1344.503/21/2016 1344.504/26/2016 1344.756/20/2016 1344.509/19/2016 1344.5012/12/2016 1344.003/27/2017 1344.256/19/2017 1344.509/18/2017 1344.0012/11/2017 1344.253/20/2018 1343.50(estimated)6/20/2018 1343.50(estimated)9/26/2018 1344.0012/10/2018 1344.50
3/6/2019 1344.50
Notes:1. feet MSL = Feet above mean sea level (NAVD88).2. -- = No SPH3. NM = Not measured.4. Pond elevation is measured directly from a staff gauge in the pond (in 0.25-foot increments). The top of the staff gauge is 1347.59 feet above mean sea level. 5. NA = Not applicable. 6. Monitoring wells MW-18 and MW-19 were resurveyed on November 24, 2015. 7. (Estimated) = The level of the stormwater pond was below the installed gauge; water elevation estimated. 8. DRY = Well was dry.
Stormwater Pond (Pond Stage [feet
MSL])
NA NA NA NA NA NA NA
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 13 of 13
Table 4Separate-Phase Recovery Data – June 2015 through March 2019Irrigation Well - 2006 N Colt CourtQuail Crossing NeighborhoodAndover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water; gallons)
SPH Thickness After Removal Event Fluid Removal Technology
6/10/2015 45.43 -- -- 0.0 0.0 0.00 SPH Skimmer 6/15/2015 42.38 -- -- 0.0 0.0 0.00 SPH Skimmer 7/22/2015 47.66 -- -- 0.0 0.0 0.00 SPH Skimmer 8/20/2015 46.98 -- -- 0.0 0.0 0.00 SPH Skimmer 9/14/2015 49.56 -- -- 0.0 0.0 0.00 SPH Skimmer 10/20/2015 47.56 -- -- 0.0 0.0 0.00 SPH Skimmer 11/24/2015 48.66 -- -- 0.0 0.0 0.00 SPH Skimmer 12/14/2015 46.98 -- -- 0.0 0.0 0.00 SPH Skimmer 1/13/2016 37.27 -- -- 0.0 0.0 0.00 SPH Skimmer 2/16/2016 36.89 -- -- 0.0 0.0 0.00 SPH Skimmer 3/21/2016 37.03 -- -- 0.0 0.0 0.00 SPH Skimmer 4/26/2016 42.61 -- -- 0.0 0.0 0.00 SPH Skimmer 6/20/2016 42.40 -- -- 0.0 0.0 0.00 SPH Skimmer 9/21/2016 39.21 -- -- 0.0 0.0 0.00 SPH Skimmer 12/12/2016 41.95 -- -- 0.0 0.0 0.00 SPH Skimmer 3/27/2017 38.11 -- -- 0.0 0.0 0.00 SPH Skimmer 6/19/2017 37.35 -- -- 0.0 0.0 0.00 SPH Skimmer 9/14/2017 42.16 -- -- 0.0 0.0 0.00 SPH Skimmer 12/12/2017 41.62 -- -- 0.0 0.0 0.00 SPH Skimmer 3/22/2018 44.25 -- -- 0.0 0.0 0.00 SPH Skimmer 6/22/2018 Obstruction -- -- -- -- -- SPH Skimmer 9/25/2018 49.10 -- -- 0.0 0.0 0.00 SPH Skimmer 12/14/2018 45.22 -- -- 0.0 0.0 0.00 SPH Skimmer 3/7/2019 38.21 -- -- 0.0 0.0 0.00 SPH Skimmer
0.0 0.0
Notes: 1. SPH = Separate-phase hydrocarbons.2. -- = No SPH.
Total Fluids Recovered
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 1
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
1/30/2014 15.79 0.00 1,060 7.25 -524/9/2014 19.22 5.52 979 6.98 -1307/23/2014 19.98 5.35 1,251 7.49 -110
10/29/2014 15.81 3.21 1,369 6.97 -602/12/2015 11.33 1.43 1,250 6.77 -576/16/2015 16.50 0.95 1,311 7.01 -528/20/2015 17.22 0.88 1,348 6.98 -779/15/2015 17.67 4.39 1,365 6.94 -51
12/16/2015 13.26 0.19 1,453 6.90 -1543/23/2016 16.75 6.60 1,522 7.36 -746/22/2016 17.71 0.26 1,478 6.99 -1249/22/2016 18.43 15.40 1,380 6.74 -30
12/13/2016 15.37 1.98 1,381 6.97 -473/28/2017 16.06 0.58 1,389 6.89 -16/20/2017 18.67 27.63 1,427 7.20 749/15/2017 18.38 0.28 1,495 6.44 -113
12/13/2017 15.20 0.32 1,295 6.76 -1753/21/2018 16.89 0.34 1,484 7.65 -766/22/2018 -- -- -- -- --9/26/2018 16.50 0.19 1,266 6.70 111
12/15/2018 16.20 0.50 1,216 6.46 -483/7/2019 16.40 18.92 1,193 6.63 84
1/30/2014 15.50 0.00 843 6.22 994/8/2014 15.29 4.05 752 6.77 77/22/2014 21.74 4.79 852 4.79 55
10/30/2014 19.07 4.87 813 7.21 1302/10/2015 14.90 3.16 816 5.77 1296/16/2015 18.89 2.75 805 7.28 409/16/2015 18.92 2.66 715 6.87 129
12/15/2015 16.45 2.96 797 7.20 733/21/2016 16.82 3.99 808 7.28 1276/23/2016 19.69 4.60 752 7.25 -209/20/2016 20.79 3.59 772 7.21 56
12/13/2016 14.77 3.37 726 7.42 393/30/2017 14.50 3.79 823 6.76 556/22/2017 19.99 4.45 826 7.54 529/13/2017 24.58 3.43 792 6.63 -87
12/12/2017 16.30 6.00 698 7.40 1153/22/2018 17.00 3.92 832 7.41 296/21/2018 23.47 51.70 859 7.39 -0.89/26/2018 23.10 3.37 895 7.23 44
12/13/2018 15.40 5.61 700 7.39 953/7/2019 14.80 6.47 635 7.03 236
Please refer to notes at end of table.
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
MW-1
MW-2
Sample Location SampleDate
Temperature (°C)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 11.91 0.00 853 4.05 184/8/2014 17.25 8.41 740 6.96 -117/24/2014 25.79 2.89 971 7.18 -95
10/30/2014 18.47 0.96 901 7.07 -2362/10/2015 16.27 0.93 940 6.68 -856/17/2015 18.87 0.46 947 7.04 -839/15/2015 19.61 0.89 852 6.82 -110
12/15/2015 15.44 0.20 925 6.98 -1193/23/2016 16.53 4.83 807 7.34 -946/21/2016 20.14 0.24 857 7.09 -1709/21/2016 17.98 0.38 812 7.06 -141
12/13/2016 14.22 2.03 661 7.28 403/28/2017 16.75 5.58 268 7.86 596/20/2017 20.02 0.58 331 7.43 -1549/13/2017 17.35 0.29 889 6.52 -103
12/13/2017 17.40 0.88 826 7.12 -913/21/2018 16.71 9.40 948 7.54 -246/22/2018 -- -- -- -- --9/26/2018 17.80 0.50 838 7.05 99
12/14/2018 14.60 0.45 744 7.14 -573/8/2019 14.60 0.43 738 7.08 -191
1/30/2014 14.01 2.78 1,130 5.46 1584/9/2014 14.99 2.54 968 6.95 1327/24/2014 20.53 0.57 1,135 7.24 -910/30/2014 16.98 0.54 1,083 7.03 -1462/10/2015 16.62 1.07 1,044 6.54 -486/16/2015 19.74 3.82 1,101 7.24 268/20/2015 19.86 3.95 1,136 6.98 439/16/2015 20.16 7.34 1,044 7.28 74
12/15/2015 16.75 4.60 1,011 7.14 763/22/2016 17.21 3.69 1,722 7.15 506/21/2016 19.69 2.13 1,077 7.16 -409/21/2016 20.15 2.21 1,089 7.06 3
12/14/2016 15.59 2.96 1,313 7.12 383/28/2017 16.35 4.48 1,218 7.30 606/20/2017 19.68 3.09 1,140 7.51 309/14/2017 20.44 2.38 1,101 6.46 -90
12/12/2017 16.70 5.44 997 7.20 1093/22/2018 17.90 5.32 1,100 7.41 376/21/2018 20.19 5.10 1,121 7.63 -879/26/2018 21.20 1.93 1,117 7.13 60
12/12/2018 16.90 4.31 937 7.20 573/8/2019 15.90 4.08 974 7.05 111
Please refer to notes at end of table.
MW-4
MW-3
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 15.57 0.00 1,300 6.96 574/8/2014 15.99 1.09 1,190 6.92 1897/23/2014 20.70 2.28 1,458 7.17 64
10/29/2014 19.39 0.49 1,453 6.98 1272/10/2015 15.98 1.38 1,444 6.47 936/16/2015 17.90 1.49 1,429 6.96 1498/20/2015 18.95 1.51 1,464 7.23 09/16/2015 19.17 1.63 1,310 6.94 107
12/15/2015 15.34 1.88 1,420 7.00 1073/22/2016 17.64 0.82 1,378 7.11 356/22/2016 17.61 0.98 1,229 7.06 -619/22/2016 18.79 1.78 1,313 7.04 53
12/15/2016 14.08 4.12 1,327 7.23 603/27/2017 -- -- -- -- --6/19/2017 -- -- -- -- --9/18/2017 -- -- -- -- --
12/11/2017 -- -- -- -- --3/22/2018 -- -- -- -- --6/20/2018 -- -- -- -- --9/11/2018
1/30/2014 15.54 0.63 986 7.11 1464/9/2014 16.58 9.16 797 7.00 2017/24/2014 19.56 5.64 1,303 7.27 17
10/29/2014 18.08 4.29 1,137 7.09 1602/11/2015 13.07 4.06 893 6.91 1006/17/2015 17.60 3.88 1,280 7.15 159/15/2015 18.01 1.29 431 7.13 -34
10/22/2015 16.60 5.71 1,171 7.22 33312/16/2015 14.00 1.71 336 7.26 1483/22/2016 15.90 4.00 863 7.31 1176/20/2016 19.35 3.60 935 7.23 -149/22/2016 17.78 3.38 1,011 7.00 22
12/12/2016 14.49 4.46 706 7.57 413/28/2017 15.45 3.29 887 7.65 536/22/2017 18.23 4.08 1,020 7.52 669/14/2017 17.88 3.32 1,028 6.36 -83
12/14/2017 15.20 3.68 798 7.29 403/22/2018 16.60 4.75 962 7.37 386/22/2018 16.60 60.4 1,103 7.07 79/26/2018 19.00 3.20 1,260 6.98 18
12/15/2018 16.10 3.66 981 7.08 843/7/2019 15.80 3.96 963 7.09 79
Please refer to notes at end of table.
Well Abandoned
MW-5
MW- 6
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 16.13 0.00 667 7.21 -374/9/2014 15.78 9.43 566 7.08 237/24/2014 18.24 0.66 740 7.38 -11
10/29/2014 17.47 0.22 754 7.25 -332/11/2015 15.25 0.80 662 6.93 186/17/2015 17.16 0.60 868 7.27 -319/15/2015 18.00 0.37 671 7.12 -32
10/22/2015 16.99 0.42 769 7.32 -1212/16/2015 15.47 7.16 865 0.70 -1633/22/2016 15.67 0.52 752 7.43 1276/20/2016 18.28 0.27 802 7.19 819/20/2016 18.99 1.47 1,054 7.34 -36
12/12/2016 16.10 0.95 713 7.39 63/28/2017 15.63 0.71 711 7.58 566/22/2017 17.38 0.50 807 7.83 -689/14/2017 17.78 3.21 708 6.47 -87
12/14/2017 16.70 4.27 870 7.61 273/22/2018 16.61 0.67 588 7.80 -216/22/2018 15.90 6.00 671 7.81 -859/12/2018
1/30/2014 16.94 1.56 1,120 7.00 1094/8/2014 16.42 9.18 976 6.80 1707/22/2014 19.71 4.88 1,156 7.27 70
10/29/2014 20.01 3.92 1,051 7.19 1382/10/2015 16.90 2.66 1,178 6.44 1006/17/2015 19.26 3.16 1,209 7.18 1109/16/2015 19.29 3.47 1,033 6.97 131
12/15/2015 16.59 3.12 1,138 7.13 913/23/2016 17.60 3.40 1,184 7.23 -26/20/2016 20.00 4.20 1,145 7.23 -119/20/2016 20.36 3.77 1,328 7.15 28
12/12/2016 17.08 2.69 1,094 7.41 373/30/2017 15.42 3.23 1,262 6.22 546/21/2017 22.80 3.71 1,287 7.41 639/13/2017 18.43 3.06 1,234 6.51 -69
12/12/2017 16.30 3.36 1,103 7.26 1503/22/2018 18.01 2.92 1,292 7.32 336/20/2018 18.74 31.60 1,443 7.11 129/27/2018
12/12/2018 17.40 4.58 1,037 7.43 663/6/2019 17.00 3.95 1,113 7.18 155
Please refer to notes at end of table.
MW-7
MW-8
DRY
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 12.13 0.00 760 4.50 84/8/2014 16.65 4.05 725 7.07 1927/24/2014 23.24 3.59 1,080 7.11 48
10/30/2014 16.72 5.61 977 7.08 982/11/2015 15.06 3.13 884 7.05 916/16/2015 19.40 0.67 1,247 7.16 619/15/2015 20.43 0.98 990 6.83 43
10/22/2015 17.86 1.40 1,043 7.11 13612/15/2015 16.73 4.35 1,259 7.17 543/22/2016 16.00 1.78 1,070 7.15 1476/23/2016 19.17 0.67 957 7.07 -589/22/2016 20.40 6.71 1,133 6.93 55
12/15/2016 15.51 10.01 1,056 7.10 623/30/2017 14.43 8.71 1,017 6.92 606/21/2017 19.63 4.84 932 7.04 699/13/2017 19.78 4.91 845 6.41 -88
12/13/2017 17.70 6.67 1,280 7.36 823/20/2018 15.15 3.81 878 7.33 316/21/2018 -- -- -- -- --9/26/2018 19.20 0.99 1,064 6.90 70
12/13/2018 13.90 0.61 839 7.09 983/6/2019 15.50 0.73 698 7.17 81
1/30/2014 14.31 0.00 1,340 4.90 -444/8/2014 17.01 0.18 982 6.79 -1058/1/2014 21.23 9.61 1,236 7.59 77
10/29/2014 19.71 1.80 1,302 6.90 882/11/2015 13.84 1.67 984 6.88 996/16/2015 19.13 0.55 1,439 7.28 479/15/2015 21.36 1.48 1,348 6.84 56
10/22/2015 17.55 0.51 1,262 7.01 15412/15/2015 16.80 0.67 1,431 6.81 751/13/2016 16.64 0.36 1,445 6.87 683/23/2016 17.02 0.31 1,234 6.98 456/21/2016 21.68 0.48 1,326 7.06 -789/20/2016 18.72 5.66 1,164 7.05 39
12/13/2016 14.24 1.79 832 7.26 273/30/2017 15.47 1.28 788 6.90 556/21/2017 19.34 4.98 1,253 7.01 749/15/2017 18.69 0.22 1,151 6.69 -109
12/13/2017 16.40 1.02 974 7.17 -303/20/2018 14.62 1.73 1,097 7.22 346/21/2018 19.81 7.20 1,338 7.28 69/26/2018 20.70 3.18 1,216 7.15 45
12/13/2018 15.40 2.48 819 7.03 913/6/2019 16.50 2.08 737 7.18 -20
Please refer to notes at end of table.
MW-9
MW-10
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 16.22 6.91 1,320 6.54 1854/8/2014 16.61 6.09 1,140 7.05 1997/23/2014 20.17 2.45 1,438 7.24 100
10/30/2014 18.55 4.02 1,404 7.11 912/10/2015 16.66 4.01 1,314 6.61 726/17/2015 18.94 1.78 1,463 7.12 1209/16/2015 20.67 3.16 1,339 6.92 93
12/15/2015 16.71 2.20 1,452 6.95 813/21/2016 17.19 3.98 1,438 7.15 1286/21/2016 22.17 1.78 1,397 7.02 --9/21/2016 20.10 1.55 1,406 6.91 24
12/14/2016 12.12 1.86 1,671 7.02 373/30/2017 15.12 4.82 1,455 6.83 576/21/2017 22.69 2.13 1,479 7.13 759/15/2017 19.46 1.59 1,435 6.54 -95
12/13/2017 15.70 2.13 1,223 7.07 1693/22/2018 17.81 1.55 1,407 7.17 466/21/2018 -- -- -- -- --9/26/2018
12/12/2018 16.60 1.32 1,257 7.05 853/8/2019 15.10 2.20 1,188 7.04 115
1/30/2014 14.13 0.00 927 5.44 664/9/2014 19.96 8.58 774 7.01 307/22/2014 24.34 0.85 1,067 7.11 -5
10/29/2014 18.73 0.63 967 7.13 -672/12/2015 15.09 1.11 906 6.78 456/16/2015 20.24 2.43 1,014 7.15 509/15/2015 20.60 5.65 946 6.90 92
10/22/2015 17.63 4.28 953 7.26 36212/16/2015 16.34 0.70 979 7.07 1333/22/2016 16.31 0.72 901 7.26 1506/22/2016 18.98 0.58 945 7.11 -769/20/2016 18.97 0.64 969 6.87 24
12/13/2016 15.60 1.60 842 6.88 523/30/2017 15.43 1.21 878 6.94 566/21/2017 18.91 7.62 994 6.99 629/15/2017 19.08 0.60 883 6.76 -102
12/13/2017 16.10 3.46 731 7.32 903/20/2018 15.48 0.78 813 7.43 336/21/2018 22.30 7.00 948 7.30 -39/11/2018
Please refer to notes at end of table.
MW-11
DRY
Well Abandoned
MW-12
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 15.00 6.53 774 7.04 1584/8/2014 15.35 7.03 674 6.93 1097/22/2014 23.53 8.10 790 7.31 76
10/29/2014 19.97 6.70 767 7.19 1352/10/2015 15.74 4.85 759 6.25 1106/17/2015 18.95 5.22 673 7.27 1029/16/2015 18.88 6.52 659 7.20 86
12/15/2015 15.57 6.26 487 7.59 793/21/2016 16.76 8.37 741 7.40 1296/23/2016 21.15 6.30 709 7.29 -119/20/2016 21.01 6.24 718 7.22 47
12/12/2016 15.67 4.60 647 7.58 403/30/2017 13.32 5.56 410 6.86 556/21/2017 22.05 6.20 754 7.35 829/13/2017 17.41 5.93 734 6.50 -70
12/12/2017 15.30 5.48 636 7.33 1493/22/2018 17.16 5.16 764 7.38 356/20/2018 19.94 63.0 834 7.04 129/26/2018
12/12/2018 16.40 6.01 642 7.39 693/6/2019 15.50 6.57 630 7.18 161
1/30/2014 15.31 3.53 724 7.00 1834/9/2014 18.75 5.62 608 7.06 1817/22/2014 22.63 4.81 683 7.32 66
10/29/2014 17.09 5.49 703 7.29 1012/12/2015 14.50 4.17 687 6.73 946/17/2015 18.90 3.42 698 7.20 979/16/2015 20.70 3.89 587 7.14 82
12/15/2015 15.63 3.42 649 7.19 853/22/2016 14.72 8.38 676 7.61 1516/23/2016 20.10 3.67 669 7.27 -319/20/2016 21.42 5.21 655 7.25 48
12/12/2016 15.36 3.17 639 7.47 393/30/2017 13.47 4.57 700 6.72 546/21/2017 21.45 4.77 786 7.55 869/13/2017 19.32 4.47 704 6.55 -65
12/12/2017 15.90 4.10 605 7.31 1543/22/2018 17.94 3.38 714 7.39 316/20/2018 19.67 31.20 764 7.18 -69/12/2018
Please refer to notes at end of table.Well Abandoned
DRY
MW-13
MW-14
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
1/30/2014 12.24 0.00 732 5.65 2184/8/2014 15.84 9.96 653 6.93 1807/23/2014 18.11 4.78 734 7.31 92
10/29/2014 20.21 4.49 728 7.16 1472/10/2015 16.94 3.79 732 6.56 756/17/2015 18.85 3.58 744 7.08 1139/16/2015 19.45 7.93 652 7.40 61
10/22/2015 17.66 6.26 710 7.49 33212/15/2016 15.84 4.04 624 7.19 813/21/2016 17.34 6.20 736 7.39 1046/21/2016 19.98 4.02 721 7.15 -179/20/2016 19.82 4.13 677 7.13 34
12/12/2016 15.42 2.97 612 7.45 393/30/2017 14.67 2.81 717 6.94 586/21/2017 20.06 3.68 817 7.09 619/15/2017 19.01 3.95 719 6.62 -92
12/13/2017 16.20 4.90 639 7.28 1553/20/2018 15.47 3.63 770 7.32 316/21/2018 18.23 48.10 762 7.08 99/12/2018
1/30/2014 12.34 2.39 929 5.79 1914/8/2014 15.65 8.32 713 6.91 1817/23/2014 21.58 4.60 981 7.28 87
10/29/2014 20.13 4.36 972 7.09 1562/10/2015 16.70 3.25 924 6.73 976/17/2015 20.30 3.66 889 7.16 1209/16/2015 18.79 5.00 771 7.11 83
12/15/2015 15.94 4.42 642 7.34 773/21/2016 17.18 7.32 893 7.46 1216/21/2016 20.33 4.59 886 7.12 -99/20/2016 20.64 4.32 877 7.03 41
12/12/2016 15.56 3.09 795 7.44 383/30/2017 14.65 3.42 835 6.92 536/21/2017 22.13 3.71 908 7.16 509/15/2017 19.10 3.50 902 6.65 -95
12/12/2017 14.40 3.44 818 7.20 1373/20/2018 15.89 3.36 965 7.31 316/20/2018 22.79 41.10 1,076 7.15 419/12/2018
Please refer to notes at end of table.
Well Abandoned
MW-15
MW-16
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
3/20/2015 18.15 0.61 1057 6.81 424/20/2015 16.87 0.83 1,012 6.70 -466/16/2015 17.43 0.92 1,047 7.00 -108/20/2015 17.79 0.67 1,067 7.18 -989/15/2015 17.65 0.38 1,121 6.93 -198
12/15/2015 14.55 0.42 922 6.96 -1133/22/2016 16.30 0.35 958 7.03 -946/22/2016 17.80 0.30 939 7.04 -1919/20/2016 18.97 0.59 1,094 7.03 -188
12/13/2016 15.78 1.06 950 7.25 -443/28/2017 15.82 0.68 1,037 7.23 -96/20/2017 18.52 1.11 1,022 7.49 -959/15/2017 19.10 0.51 1,082 6.64 -129
12/13/2017 16.80 2.67 1,318 6.90 23/21/2018 17.18 0.74 1,612 7.32 -246/22/2018 18.71 3.60 1,377 7.46 -709/26/2018 17.40 0.31 1,160 6.81 95
12/15/2018 16.70 8.91 1,021 7.39 -933/7/2019 17.00 2.69 942 6.97 -156
3/20/2015 17.43 0.68 990 6.89 -134/20/2015 17.38 0.79 880 6.17 626/16/2015 18.90 0.93 899 7.12 -188/20/2015 19.36 0.97 924 6.59 -579/15/2015 20.55 6.54 912 7.46 -80
12/15/2015 17.06 0.98 879 7.04 83/22/2016 18.21 0.48 899 7.15 -796/21/2016 19.36 -- 818 7.70 -259/21/2016 22.20 0.59 847 7.05 -120
12/13/2016 15.03 1.24 798 7.32 -403/28/2017 16.63 0.75 908 7.26 126/20/2017 20.38 0.95 887 7.32 -39/14/2017 19.48 0.36 940 6.59 -123
12/14/2017 14.60 2.12 761 7.26 -643/21/2018 17.42 0.25 930 7.39 -426/22/2018 21.21 4.20 986 7.74 -1209/26/2018 22.50 1.28 923 6.91 -114
12/13/2018 14.70 2.91 798 7.04 -1063/7/2019 16.10 0.36 821 6.94 -129
Please refer to notes at end of table.
MW-18
MW-17
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
3/20/2015 17.83 1.57 905 7.09 504/20/2015 17.11 1.36 841 6.62 -616/16/2015 18.83 0.49 827 7.25 -828/20/2015 18.76 0.70 813 8.50 -539/15/2015 24.37 3.70 859 7.30 -53
12/15/2015 17.15 2.05 810 7.14 283/22/2016 17.77 2.45 825 7.26 -26/21/2016 21.20 -- 846 7.49 -949/22/2016 22.36 1.51 649 7.08 -126
12/13/2016 15.17 1.06 796 7.27 -433/28/2017 16.66 0.63 927 7.24 -106/20/2017 21.23 0.75 932 7.34 -509/14/2017 20.13 0.31 864 6.67 -128
12/14/2017 14.20 0.31 722 7.23 -1323/21/2018 17.57 0.34 928 7.63 -706/22/2018 23.59 5.60 934 7.84 -1359/26/2018 21.40 2.15 794 6.89 -102
12/13/2018 15.30 0.24 715 7.19 -1293/7/2019 16.40 0.28 953 7.02 -165
9/21/2016 20.06 14.31 1,039 6.98 -13212/15/2016 16.33 -- 1,044 7.00 53/28/2017 17.76 23.89 1,011 6.96 586/20/2017 18.39 17.01 969 7.18 -779/14/2017 20.18 28.76 1,003 6.53 -9812/14/2017 14.90 21.99 860 7.10 23/21/2018 17.57 10.44 1,230 7.26 -416/22/2018 19.51 165.7 1,219 7.02 69/26/2018 22.20 5.88 1,135 6.96 92
12/13/2018 15.70 20.92 876 7.03 663/7/2019 16.50 14.24 956 6.93 15
9/21/2016 20.33 0.71 1,351 6.96 1712/15/2016 17.13 1.26 1,412 7.02 523/29/2017 18.06 0.77 991 7.21 536/20/2017 19.86 0.82 1,210 7.64 179/13/2017 20.06 0.62 1,098 6.78 -78
12/12/2017 17.20 3.16 913 7.33 1363/22/2018 17.82 1.44 888 7.49 226/21/2018 19.52 8.40 1,069 7.43 -209/26/2018 20.20 1.39 1,133 7.02 75
12/13/2018 16.80 1.14 999 7.18 903/7/2019 16.90 1.37 996 7.06 197
9/21/2016 21.15 0.29 1,079 7.17 -212/14/2016 15.74 0.63 1,295 7.28 223/29/2017 16.87 0.47 1,116 6.72 576/20/2017 20.10 0.81 1,130 7.66 09/14/2017 21.88 0.34 1,064 6.63 -99
12/14/2017 16.30 0.57 931 7.52 -263/22/2018 16.84 0.28 1,078 7.64 -416/20/2018 18.84 3.20 1,133 7.74 -689/26/2018 20.90 0.16 923 7.25 -113
12/14/2018 16.80 2.47 842 7.25 73/6/2019 16.20 0.30 837 7.26 28
Please refer to notes at end of table.
MW-21
MW-19
MW-20
MW-22
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 11
Table 5Groundwater ParametersQuail Crossing NeighborhoodAndover, Kansas
ORPSpecific
Conductivity(µS/cm)
pHDissolved Oxygen (mg/L)
Sample Location SampleDate
Temperature (°C)
12/16/2015 13.43 0.55 1,533 6.86 -83/23/2016 -- -- -- -- --
12/13/2016 -- -- -- -- --6/19/2017 -- -- -- -- --9/14/2017 -- -- -- -- --
12/11/2017 -- -- -- -- --3/21/2018 -- -- -- -- --6/21/2018 -- -- -- -- --9/11/2018
3/23/2016 -- -- -- -- --6/21/2016 -- -- -- -- --
12/13/2016 -- -- -- -- --6/19/2017 -- -- -- -- --9/14/2017 -- -- -- -- --
12/11/2017 -- -- -- -- --3/21/2018 -- -- -- -- --6/21/2018 -- -- -- -- --9/11/2018
12/16/2015 -- -- -- -- --3/23/2016 -- -- -- -- --
12/13/2016 -- -- -- -- --6/19/2017 -- -- -- -- --9/14/2017 -- -- -- -- --
12/11/2017 -- -- -- -- --3/21/2018 -- -- -- -- --6/21/2018 -- -- -- -- --9/11/2018
Notes: 1. °C = Degrees Celsius.2. mg/L = Milligrams per liter.3. ORP = Oxidation-reduction potential.
5. DRY = Well was dry.
Well Abandoned
4. -- = Parameter not measured due to insufficient groundwater or inaccurate measurement due to equipment malfunction.
SVE-3
SVE-4
Well Abandoned
Well Abandoned
SVE-2
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 11
Table 6
MW-1 8/9/2013 120 -- -- 0.86 <0.05 0.22 <0.1 9.1 0.37 1.9 <0.05 6.3 0.1 0.23 <0.05 0.068 2.8 26 9.110/24/2013 39 -- -- 0.69 <0.010 0.19 0.050 7.8 0.26 2.0 0.031 4.9 0.043 0.14 0.011 0.084 2.2 18 7.11/30/2014 44.0 -- -- 1.00 <0.0250 0.300 <0.0500 3.10 0.450 1.40 0.0450 3.50 0.0760 0.290 0.0300 0.140 1.60 9.30 5.204/9/2014 20.0 -- -- 0.490 <0.0100 0.180 <0.0200 1.10 <0.0100 0.200 0.0110 -- 0.0230 0.0690 0.0180 0.0160 -- 3.10 2.507/23/2014 49.0 -- -- 0.390 <0.00100 0.110 0.0230 3.10 0.0590 0.610 0.0110 2.20 <0.0100 0.0440 <0.0100 0.0190 1.20 6.40 3.4010/29/2014 45.0 -- -- 0.470 <0.0100 0.190 <0.020 5.00 0.0510 0.500 <0.0100 3.40 0.0150 0.0430 <0.0100 <0.0100 2.20 12.0 5.502/12/2015 5.80 -- -- <0.0100 <0.0100 <0.0100 <0.020 0.260 <0.0100 0.0770 <0.0100 0.640 0.0160 0.0220 <0.0100 <0.0100 0.360 0.990 0.9906/16/2015 140 -- -- 0.320 <0.0100 0.300 <0.020 5.20 0.120 0.470 0.0110 5.30 <0.0100 0.110 <0.0100 0.0120 2.80 11.0 8.109/15/2015 67.0 -- -- 0.610 <0.00100 0.260 0.0320 1.30 0.140 0.420 0.0095 -- 0.0190 0.0650 0.0170 0.0200 -- 2.40 4.4012/16/2015 38.3 j -- -- 0.508 <0.0100 0.160 <0.100 5.68 0.113 1.26 0.0219 -- 0.0138 0.0944 <0.0100 0.0461 -- 7.81 4.91
KDHE Split 12/16/2015 21.2 j -- -- 0.730 <0.0250 0.220 <0.250 5.60 0.180 1.40 0.0250 -- 0.0160 J 0.110 J 0.0150 J 0.0660 -- 8.20 5.503/23/2016 10.1 j 3.94 8.07 0.498 0.000535 j 0.0980 j 0.00622 0.675 0.033 0.139 j 0.00541 j -- 0.00975 0.050 j 0.00317 j 0.0160 j -- 0.401 2.20
KDHE Split 3/23/2016 16.7 j 2.90 5.70 0.462 <0.025 j 0.168 j <0.0250 0.730 -- 0.197 j 0.0085 j -- -- 0.0680 j 0.0190 j 0.0251 j -- 0.406 2.006/22/2016 -- 23.3 j 5.94 j 0.869 <0.0050 0.240 0.107 J4 4.02 0.188 1.51 0.0305 -- <0.200 0.157 <0.00500 0.0780 -- 10.0 8.19
KDHE Split 6/22/2016 -- 39.7 j 11.0 j 0.980 <0.0250 0.260 0.150 4.20 0.310 1.60 0.0360 -- 0.020J 0.160 J 0.00980 J 0.00780 -- 10.1 8.209/22/2016 -- 2.24 j 1.76 j 0.119 <0.0100 0.105 <0.0500 0.166 0.0311 0.0274 <0.0100 -- <0.0200 0.0167 <0.0100 <0.0100 -- 0.555 1.69
KDHE Split 9/22/2016 -- 1.23 j 3.55 j 0.133 <0.00100 0.124 <0.0500 0.202 0.0662 0.0355 0.00142 -- 0.00586 0.0173 <0.00100 0.00119 -- 0.556 1.4512/13/2016 -- 1.39 2.40 0.0979 <0.000500 0.0785 0.0162 0.198 0.0646 0.073 0.00210 -- 0.00686 0.0210 0.000554 0.00473 -- 0.102 1.023/28/2017 -- 0.677 2.41 0.187 <0.000500 0.0705 <0.00250 0.0225 0.0546 0.0801 0.00505 -- 0.0139 0.0169 0.00340 0.0161 -- 0.00826 0.5206/20/2017 -- 1.89 2.12 0.181 0.000597 0.117 0.00473 J 0.368 0.0262 0.0210 0.000359 J -- 0.00140 0.0290 <0.000500 0.000309 J -- 0.717 1.969/15/2017 -- 1.16 1.78 0.196 <0.000500 0.080 0.0292 0.179 0.0652 0.0135 0.000913 -- 0.00693 j 0.0255 j <0.000500 0.00157 -- 0.136 0.982
Duplicate 9/15/2017 -- 1.17 1.49 0.183 <0.000500 0.074 0.0235 0.142 0.0580 0.0106 0.000698 -- <0.00100 j 0.0173 J j <0.000500 0.00128 -- 0.113 0.92812/13/2017 -- 0.764 2.96 0.111 <0.000500 0.0499 0.0143 0.0696 0.0287 0.0431 0.00250 -- 0.0127 0.0198 0.00256 B 0.00654 -- 0.0495 0.3383/21/2018 -- 0.672 1.91 0.0888 <0.00250 0.0161 <0.0250 0.0536 0.0314 0.0296 <0.00250 -- 0.00789 0.00788 <0.00250 0.00498 -- 0.0128 0.1826/22/2018 -- 1.34 j 0.866 j 0.0790 <0.00250 <0.00250 j <0.0250 0.0381 j 0.0331 j 0.0357 j 0.00280 -- 0.00923 0.0136 j <0.00250 0.00599 -- 0.00371 0.0719 j
Duplicate 6/22/2018 -- 0.459 j 1.40 J j 0.0632 <0.000500 0.00447 j <0.00500 0.0275 j 0.0230 j 0.0234 j 0.00249 -- 0.00730 0.00911 j <0.000500 0.00475 -- 0.00281 0.0529 j9/26/2018 -- 0.193 j 1.26 j 0.00988 j <0.00500 0.0100 j <0.0500 0.0990 j 0.0177 j 0.00529 j <0.00500 -- <0.00500 <0.00500 j <0.00500 <0.00500 -- 0.0562 j 0.190 j
Duplicate 9/26/2018 -- 0.617 j 2.79 j 0.0864 j <0.0100 0.0354 j <0.100 0.216 j 0.0532 j 0.0858 j <0.0100 -- <0.0100 0.0115 j <0.0100 <0.0100 -- 0.216 j 0.525 j12/15/2018 -- 0.190 0.990 0.0374 <0.00100 0.0242 <0.0500 0.0417 0.0358 0.0111 <0.00100 -- <0.00500 0.00349 0.00278 0.00170 -- 0.0285 0.1593/7/2019 -- <0.100 0.200 0.00565 <0.00100 0.00221 <0.0500 <0.00100 <0.00500 0.00211 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 0.0116
Please refer to notes at end of table.
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-2 8/8/2013 2.3 -- -- <0.005 <0.005 <0.005 0.13 0.12 0.099 <0.005 <0.005 0.017 0.02 <0.005 <0.005 <0.005 <0.005 0.027 0.021
Duplicate 8/8/2013 2.2 -- -- <0.005 <0.005 <0.005 0.13 0.15 0.11 <0.005 <0.005 0.021 0.021 <0.005 <0.005 <0.005 <0.005 0.031 0.02610/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/22/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 0.110 -- -- 0.00850 <0.00100 0.00300 <0.00200 0.00340 0.00380 0.0180 <0.00100 0.0100 0.00130 0.00240 <0.00100 0.00140 0.00970 0.00950 0.02002/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 2/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 0.0890 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00130 <0.00100 <0.00100 <0.00100 0.0052 <0.00100 <0.00100 <0.00100 <0.00100 0.00260 0.00890 0.007809/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00320 <0.000500 <0.000500 -- <0.000500 <0.001506/23/2016 -- <0.100 <0.100 0.000574 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 0.000607 <0.000500 -- <0.00100 0.000836 <0.000500 <0.000500 -- 0.00103 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 0.000721 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 0.000647 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.000987 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00151 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00208 0.003317/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/13/2018 -- <0.100 <0.100 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 3/7/2019 -- <0.100 <0.0962 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-3 8/9/2013 6 -- -- 0.054 <0.005 0.010 0.016 1.2 0.070 0.12 <0.005 0.086 0.014 0.011 <0.005 0.0074 0.12 0.4 0.21
10/24/2013 1.7 -- -- 0.075 <0.001 0.012 0.0057 1.1 0.082 0.12 0.0061 0.065 0.011 0.017 0.010 0.010 0.011 0.051 0.077Duplicate 10/24/2013 2.0 -- -- 0.073 <0.001 0.012 0.0059 1.1 0.077 0.11 0.0058 0.063 0.011 0.018 0.001 0.010 0.011 0.051 0.075
1/28/2014 2.80 -- -- 0.0380 <0.00100 <0.00100 0.00690 0.760 0.0720 0.0700 0.00620 0.00980 0.00610 0.00810 <0.00100 0.00790 <0.00100 0.00810 0.01104/8/2014 3.00 -- -- 0.0480 <0.00500 0.0100 <0.0100 0.640 <0.00500 0.058 0.00610 -- 0.00750 0.0140 <0.00500 0.0110 -- 0.100 0.05307/24/2014 9.80 -- -- 0.160 <0.0100 0.0370 <0.020 1.80 0.0810 0.510 <0.0100 0.320 <0.0100 0.0280 <0.0100 0.0230 0.510 1.60 0.83010/30/2014 6.10 -- -- 0.120 <0.0100 0.0250 <0.020 1.10 0.0850 0.360 <0.0100 0.170 0.0190 0.0290 <0.0100 0.0180 0.180 0.150 0.3502/10/2015 7.90 -- -- 0.190 <0.0100 0.0470 <0.020 1.40 0.150 0.520 0.0140 0.410 0.0340 0.0540 <0.0100 0.0320 0.320 0.930 0.7306/17/2015 21.0 -- -- 0.460 <0.00500 0.110 <0.0100 1.60 0.0160 0.950 0.0300 0.920 0.0290 0.100 0.0310 0.0780 0.570 1.50 1.509/15/2015 11.0 -- -- 0.280 <0.00500 0.054 <0.0100 1.20 0.190 0.650 0.0230 -- 0.0200 0.0390 <0.00500 0.0570 -- 0.0450 0.270
Duplicate 9/15/2015 11.0 -- -- 0.0890 <0.00500 0.0790 <0.0100 0.980 0.230 0.770 0.0320 -- 0.0310 0.0860 0.0120 0.0700 -- 0.0480 0.37012/16/2015 4.75 j -- -- 0.241 <0.00500 0.0317 <0.0500 0.849 0.151 0.643 0.0255 -- 0.0215 0.0536 <0.00500 0.0605 -- <0.0250 <0.0150
KDHE Split 12/16/2015 6.90 j -- -- 0.300 <0.0250 0.0390 <0.250 0.950 0.240 0.680 0.0260 -- 0.0260 0.0600 J 0.00570 J 0.0670 -- 0.0490 <0.07503/23/2016 1.55 1.26 0.510 0.0251 j <0.000500 0.00144 j <0.00250 0.257 j 0.0421 0.192 0.00743 -- <0.00100 0.0156 0.000787 j 0.0191 -- 0.00172 j <0.00750
KDHE Split 3/23/2016 1.90 J 1.40 0.560 0.0333 j <0.00500 0.00280 Jj <0.0500 0.346 j -- 0.227 0.0099 -- -- 0.0198 J 0.00160 J j 0.0246 -- 0.0026 J J <0.01506/21/2016 -- 1.80 0.365 0.0201 <0.00250 <0.00250 <0.0125 J4 0.624 0.0996 0.336 0.0128 -- 0.0115 B 0.0162 <0.00250 0.0356 -- 0.00342 <0.00750
Duplicate 6/21/2016 -- 1.40 0.477 0.0229 <0.000500 <0.000500 <0.00250 0.607 0.0928 0.408 0.0159 -- 0.00885 0.0214 0.00141 0.0375 -- 0.00304 0.002199/21/2016 -- 1.62 0.526 0.0369 <0.00250 <0.00250 <0.0125 0.336 0.0938 0.299 0.0156 -- 0.0107 0.0272 <0.0250 0.0372 -- 0.00401 0.00844
Duplicate 9/21/2016 -- 1.40 0.494 0.0400 <0.000500 0.000504 <0.00250 0.345 0.152 0.264 0.0179 -- 0.0157 0.0255 0.00199 0.0445 -- 0.00475 0.0080512/13/2016 -- <0.100 <0.100 0.000954 j <0.000500 <0.000500 <0.00250 0.0313 j 0.0100 0.0160 j 0.0012 -- <0.00100 0.00128 j <0.000500 0.00287 j -- <0.000500 <0.00150
Duplicate 12/13/2016 -- 0.369 j 0.159 j 0.00161 j <0.000500 <0.000500 <0.00250 0.0445 j 0.0134 0.0262 j 0.0017 -- 0.00138 0.00222 j <0.000500 0.00433 j -- 0.000516 <0.001503/29/2017 -- <0.100 <0.100 0.000616 <0.000500 <0.000500 <0.00250 0.0102 0.00525 0.00447 <0.000500 -- <0.00100 <0.000500 <0.000500 0.000647 -- <0.00100 <0.001506/20/2017 -- 0.0483 J <0.100 0.00149 j <0.000500 0.000597 0.00137 j 0.00841 0.0019 j 0.000714 j 0.000213 J -- 0.000437 J j 0.00107 J <0.000500 0.000428 J -- 0.00108 j 0.00268 j
Duplicate 6/20/2017 -- 0.0655 J <0.100 <0.000500 j <0.000500 0.000218 J 0.00587 B j 0.00980 0.00273 j <0.000500 j 0.000297 J -- 0.000839 J j <0.00250 <0.000500 0.000541 -- <0.000500 j <0.00150 j9/13/2017 -- 0.755 0.434 0.0173 <0.000500 0.00191 <0.00500 0.134 0.0937 0.0719 0.0075 -- 0.00617 0.00125 B 0.000638 0.014200 -- 0.00171 0.0083412/13/2017 -- 0.921 0.443 0.0431 <0.000500 <0.000500 0.00744 0.131 0.0742 0.110 0.0179 -- 0.0137 <0.00100 0.00178 B 0.0400 -- 0.00286 0.004063/21/2018 -- 0.812 0.272 0.00459 <0.00250 <0.00250 <0.0250 0.108 0.103 0.0751 j 0.0120 j -- 0.0118 j <0.00500 <0.00250 0.0277 -- <0.00250 <0.00750
Duplicate 3/21/2018 -- 0.712 0.247 <0.000500 <0.000500 <0.000500 <0.00500 0.105 0.0816 0.0511 j 0.00881 j -- 0.00832 j 0.00113 B 0.000711 0.0194 -- <0.000500 <0.001506/22/2018 -- 0.844 0.713 0.00370 <0.00250 0.00409 <0.0250 0.0690 0.0912 0.0193 0.0124 -- 0.0230 <0.00500 <0.00250 0.0225 -- 0.00499 <0.007509/26/2018 -- 0.667 0.300 0.00837 <0.00667 <0.00667 <0.0667 0.146 0.113 0.0703 0.0111 -- 0.0124 <0.00667 <0.00667 0.0219 -- 0.0137 0.0327
Duplicate 9/26/2018 -- 0.627 0.272 0.00821 <0.00667 <0.00667 <0.0667 0.147 0.103 0.0660 0.0111 -- 0.0115 <0.00667 <0.00667 0.0236 -- 0.0122 0.030312/14/2018 -- 0.537 0.111 <0.00100 <0.00100 <0.00100 <0.0500 0.157 0.110 0.0236 0.0103 -- 0.0118 <0.00100 0.00155 0.0238 -- <0.00100 <0.003003/8/2019 -- 0.372 0.200 0.00353 <0.00100 0.00147 <0.0500 0.0853 0.0826 0.00211 0.00862 -- 0.00872 <0.00100 0.00181 0.0181 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-4 8/8/2013 0.48 -- -- 0.0013 <0.001 0.0013 <0.002 0.035 0.012 0.0075 0.0013 0.027 0.0027 0.0027 <0.001 0.0022 0.011 0.056 0.038
10/23/2013 1.0 -- -- 0.0096 <0.001 0.016 0.0046 0.083 0.050 0.017 <0.0010 0.0071 0.0085 0.0036 <0.001 0.0013 0.034 0.034 0.0411/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 2.50 -- -- 0.0540 <0.00100 0.0270 0.00430 0.230 0.0700 0.150 0.00390 -- 0.00710 0.0160 0.00220 0.00840 -- 0.200 0.140
7/24/2014 0.750 -- -- 0.0470 <0.00100 0.0170 <0.00200 0.110 0.0220 0.0490 0.00290 0.0430 0.00270 0.00920 <0.00100 0.00700 0.0280 0.0150 0.0700Duplicate 7/24/2014 0.790 -- -- 0.0540 <0.00100 0.0190 <0.00200 0.110 0.0250 0.0570 0.00330 0.0500 0.00310 0.00980 0.00170 0.00800 0.0320 0.0170 0.0830
10/30/2014 4.80 -- -- 0.200 <0.00100 0.0890 <0.00200 0.490 0.0970 0.400 0.0140 0.200 0.0170 0.0620 0.00780 0.0390 0.240 0.330 0.4402/10/2015 1.60 -- -- 0.120 <0.00100 0.0580 <0.00200 0.170 0.0520 0.120 0.00420 0.0220 0.00920 0.0190 0.00580 0.00770 0.0810 0.0420 0.1006/16/2015 0.140 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 0.00130 <0.00100 0.00460 <0.00100 <0.00100 <0.00100 <0.00100 0.00300 0.00590 0.007709/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.000725 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 0.00143 <0.000500 <0.000500 <0.00250 J4 0.00257 <0.00100 0.000911 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- 0.00226 0.006149/21/2016 -- <0.100 <0.100 0.00489 <0.000500 0.00147 <0.00250 0.000751 <0.00100 0.00494 <0.000500 -- <0.00100 0.00121 <0.000500 0.000513 -- 0.00943 0.025412/14/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- 0.246 0.168 0.0126 j <0.000500 0.00150 j <0.00250 0.0125 j 0.00831 j 0.0294 j 0.00218 j -- <0.00100 0.000784 B, j <0.000500 0.00423 j -- 0.00182 j 0.00178 j
Duplicate 3/28/2017 -- 0.195 0.125 0.0335 j <0.000500 0.00511 j <0.00250 0.0325 j 0.0249 j 0.0847 j 0.00542 j -- 0.00250 0.00667 j 0.000554 0.0111 j -- 0.00553 j 0.00531 j6/20/2017 -- 0.0679 J 0.0371 J 0.0202 <0.000500 0.00221 0.00427 J, B 0.00566 0.00650 0.0189 0.00134 -- 0.00180 0.00243 J, B 0.000185 J 0.00285 -- 0.00309 0.009389/18/2017 -- <0.100 <0.100 0.00121 <0.000500 <0.000500 <0.00500 0.00125 <0.00100 0.00308 <0.000500 -- <0.00100 <0.00100 <0.000500 0.000501 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- 4.79 1.24 j 0.278 j <0.000500 0.0803 j <0.00500 0.511 0.160 0.633 0.0224 j -- 0.0213 j 0.0768 0.00197 j 0.0540 j -- 1.41 1.20
Duplicate 6/21/2018 -- 6.31 2.48 J j 0.447 j <0.00500 0.116 j <0.0500 0.516 0.213 0.838 0.0322 j -- 0.0298 j 0.0773 0.0268 j 0.0748 j -- 1.67 1.599/26/2018 -- <0.100 <0.0954 0.00113 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 0.00137 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/12/2018 -- <0.100 <0.0974 0.00166 <0.00100 <0.00100 <0.0500 0.00109 <0.00500 0.00294 <0.00100 -- <0.00500 <0.00100 <0.00100 0.00173 -- <0.00100 <0.003003/8/2019 -- <0.100 <0.0951 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 0.00180 <0.00100 -- <0.00500 <0.00100 <0.00100 0.00132 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-5 8/8/2013 0.94 -- -- 0.015 <0.001 0.15 <0.002 0.038 0.24 0.002 0.0018 0.11 0.0046 0.0084 <0.001 0.0023 0.0068 0.05 0.17
10/24/2013 2.1 -- -- 0.098 <0.001 0.028 <0.002 0.081 0.039 0.063 0.0051 0.20 0.0075 0.023 0.0026 0.011 0.12 0.10 0.321/30/2014 0.610 -- -- 0.0380 0.00120 0.0110 <0.00200 0.0500 0.0180 0.0340 0.00220 0.0410 0.00170 0.00860 <0.00100 0.00460 0.0330 0.00900 0.07504/8/2014 0.350 j -- -- 0.00510 j <0.00100 0.00130 j 0.00210 j 0.0250 j <0.00100 0.00180 j 0.00210 j -- 0.00150 j 0.00850 j <0.00100 <0.00100 -- 0.00240 j 0.0410 j
Duplicate 4/8/2014 0.520 j -- -- 0.0120 j <0.00100 0.00350 j 0.00330 j 0.0370 j <0.00100 0.00580 j 0.00300 j -- 0.00190 j 0.0130 j 0.00100 0.00140 j -- 0.00610 j 0.0600 j7/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 0.00140 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 7/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 0.00130 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00180 <0.00100 <0.00100 <0.00100 0.00480 <0.00100 <0.00100 <0.00100 <0.00100 0.00270 0.0100 0.007502/10/2015 0.270 -- -- 0.00920 <0.00100 0.00240 <0.00200 0.0400 0.0160 0.00710 0.00200 0.00680 0.00300 0.00690 0.00160 0.00210 0.0110 0.00920 0.01806/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00240 <0.00100 <0.00100 <0.00100 -- <0.00100 0.00210 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 0.00318 j <0.000500 0.00154 j <0.00250 0.00446 j 0.00415 0.00310 j 0.000686 -- <0.00100 0.00290 <0.000500 0.000897 j -- 0.00181 j 0.00348
Duplicate 3/22/2016 <0.100 <0.100 <0.100 0.00433 j <0.000500 0.00205 j <0.00250 0.00618 j 0.00399 0.00443 j 0.000945 -- <0.00100 0.00324 <0.000500 0.00129 j -- 0.00252 j 0.004466/22/2016 -- <0.100 <0.100 0.00229 <0.000500 0.000606 <0.00250 J4 0.00329 <0.00100 0.00429 <0.000500 -- <0.00100 0.00057 <0.000500 <0.000500 -- 0.0158 0.0177
KDHE Split 6/22/2016 -- 0.0890 <0.0610 0.00190 <0.0010 0.000430 J <0.0100 0.00200 0.00084J 0.00350 <0.00100 -- <0.00100 <0.0100 <0.00100 0.000180J -- 0.0100 0.01409/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0935 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
KDHE Split 12/15/2016 -- <0.100 <0.0952 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.003003/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00144 B <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- <0.100 <0.210 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-6 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 0.0029 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0026 <0.001 <0.001 <0.001 <0.001 <0.003
10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/24/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00310 <0.00100 0.00320 <0.00100 0.00270 <0.00100 <0.00100 <0.00100 <0.00100 0.00310 0.00830 0.0059010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 0.00280 <0.00100 <0.00100 <0.00100 <0.00100 0.00140 0.00520 0.004202/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 2/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 0.240 -- -- 0.00170 <0.00100 <0.00100 <0.00200 0.00220 <0.00100 0.00220 <0.00100 -- <0.00100 0.00200 <0.00100 <0.00100 -- 0.00760 0.010010/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 J4 <0.000500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.095 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.00100 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000597 <0.00150
Duplicate 6/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 7/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0953 0.00142 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 0.00183 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00118 0.0045512/15/2018 -- <0.100 <0.118 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-7 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0012 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0014 <0.003
10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/24/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00160 <0.0030010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00240 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 0.0890 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 0.110 -- -- 0.00270 <0.00100 <0.00100 <0.00200 0.00290 <0.00100 0.00310 <0.00100 -- <0.00100 0.00240 <0.00100 <0.00100 -- 0.00880 0.014010/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 J4 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
KDHE Split 3/28/2017 -- <0.100 <0.0935 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.003006/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.00100 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-8 8/8/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 0.16 -- -- 0.00260 <0.00100 0.00100 <0.00200 0.00300 <0.00100 0.0049 <0.00100 0.0130 <0.00100 0.00410 <0.00100 <0.00100 0.00560 0.0200 0.0180
Duplicate 1/30/2014 0.15 -- -- 0.00310 <0.00100 0.00100 <0.00200 0.00380 <0.00100 0.0056 0.0011 0.0140 <0.00100 0.00400 <0.00100 <0.00100 0.00640 0.0250 0.02104/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/22/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00140 <0.00100 <0.00100 <0.00100 0.00410 <0.00100 <0.00100 <0.00100 <0.00100 0.00240 0.00820 0.00650
Duplicate 10/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00130 <0.00100 <0.00100 <0.00100 0.00410 <0.00100 <0.00100 <0.00100 <0.00100 0.00210 0.00810 0.006302/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00170 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/12/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/23/2016 <0.100 <0.100 <0.100 <0.000500 j <0.000500 <0.000500 <0.00250 <0.0005 j <0.00100 0.000740 j <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 3/23/2016 <0.500 <0.0500 <0.0600 0.000150 j <0.00100 <0.00100 <0.0100 0.000480 j -- 0.000940 j <0.00100 -- -- <0.0100 <0.00100 <0.00100 -- <0.00100 <0.003006/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 J4 <0.0025 J4 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.114 UJ <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.101 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0958 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-9 8/9/2013 36 -- -- 0.82 <0.001 0.23 0.23 0.99 0.21 0.65 0.025 2.8 0.048 0.17 0.014 0.068 1.3 4.4 4.1
10/23/2013 0.054 -- -- <0.001 <0.001 <0.001 <0.002 0.0026 0.0011 <0.001 <0.001 <0.002 0.0025 0.001 <0.001 <0.001 <0.001 <0.001 <0.00311/25/2013 0.57 -- -- 0.022 <0.010 0.013 0.004 0.058 0.017 0.0019 <0.001 0.019 0.0028 0.0084 <0.001 <0.001 0.018 0.005 0.0371/28/2014 0.058 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00460 0.0015 <0.00100 <0.00100 <0.00200 <0.00100 0.00330 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 4/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/24/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00170 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00340 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00260 <0.00300
Duplicate 10/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00230 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00530 <0.003009/15/2015 <0.0500 -- -- 0.00160 <0.00100 <0.00100 <0.00200 0.00190 <0.00100 0.00310 <0.00100 -- <0.00100 0.00210 <0.00100 <0.00100 -- 0.00220 0.0043010/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/23/2016 -- <0.100 0.251 0.0327 <0.000500 0.00592 <0.0025 J4 0.00567 0.00192 0.00138 0.00216 -- <0.00100 0.0124 0.000823 0.00178 -- 0.00282 0.04158/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0926 0.00148 <0.00100 0.00138 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
KDHE Split 12/15/2016 -- <0.100 <0.0962 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.003003/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0953 0.00347 <0.00100 0.00105 <0.0100 0.00154 0.00233 0.00453 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00334 0.010712/13/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0965 <0.00100 <0.00100 <0.00100 <0.0500 0.00114 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-10 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
10/23/2013 2.6 -- -- 0.033 <0.001 0.029 0.014 0.051 0.069 0.0034 <0.001 0.27 0.021 0.0013 0.0014 <0.001 0.15 0.14 0.4211/25/2013 3.7 -- -- 0.22 <0.001 0.072 0.019 0.016 0.081 0.027 0.0065 0.26 0.016 0.023 <0.001 0.025 0.12 0.048 0.381/28/2014 1.10 -- -- 0.120 <0.00100 0.0390 0.0023 0.0260 0.00810 0.0360 0.00490 0.0730 0.0036 0.0140 0.00640 0.0150 0.0500 0.0480 0.1204/8/2014 8.80 -- -- 0.560 <0.00500 0.230 <0.0100 0.120 <0.00500 0.110 0.0110 -- 0.026 0.0350 <0.00500 <0.00500 -- 0.300 1.108/1/2014 0.0910 -- -- <0.00100 <0.00100 <0.00100 0.0066 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
10/29/2014 0.0660 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.0021 <0.00100 <0.00100 <0.00100 0.00580 <0.00100 <0.00100 <0.00100 <0.00100 0.00340 0.0130 0.009202/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 0.350 -- -- <0.00100 <0.00100 <0.00100 0.0029 0.0024 0.00320 <0.00100 <0.00100 0.00400 0.0045 <0.00100 <0.00100 <0.00100 0.00210 0.00680 0.006209/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 0.00140 <0.00100 -- <0.00100 0.00190 <0.00100 <0.00100 -- 0.0016 <0.00300
10/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 0.212 -- -- <0.00100 <0.00100 <0.00100 <0.0100 0.00819 0.0336 <0.00100 <0.00100 -- 0.00514 <0.00500 <0.00100 <0.00100 -- <0.00500 0.005771/13/2016 0.836 -- -- <0.00500 <0.00500 <0.00500 <0.0500 <0.00500 0.0505 <0.00500 <0.00500 -- 0.00987 <0.0250 <0.00500 <0.00500 -- <0.0250 <0.01503/23/2016 <0.100 <0.100 j <0.100 <0.000500 <0.000500 <0.000500 <0.00250 0.000703 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 3/23/2016 <0.500 0.0250 J j <0.0600 0.000210 J 0.000230 J <0.00100 <0.0100 0.000790 J -- <0.00100 <0.00100 -- -- <0.0100 <0.00100 <0.00100 -- <0.00100 <0.003006/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.0025 J4 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.0025 <0.000500 0.00279 <0.000500 <0.000500 -- <0.00100 <0.000500J <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J j <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00604 <0.000500 0.00240 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.000950 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00157 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00226 0.003267/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 0.00158 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0952 0.00370 <0.00100 0.00117 <0.0100 0.00103 0.00193 0.00411 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00309 0.010812/13/2018 -- <0.100 <0.101 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 12/13/2018 -- <0.100 <0.0973 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- 1.49 0.742 0.174 <0.00100 0.0156 <0.0500 0.129 0.107 0.392 0.0117 -- 0.00552 0.0295 0.00288 0.0323 -- 0.860 0.8103/22/2019 -- <0.100 <0.0974 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-11 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0024 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 0.00240 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 0.250 -- -- 0.0160 <0.00100 0.00580 <0.0200 0.0120 0.00780 0.0380 0.00110 0.0210 0.00140 0.00590 <0.00100 0.00240 0.0230 0.0230 0.04402/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 0.00100 <0.00100 <0.00200 <0.00100 0.00340 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00320 <0.00300
Duplicate 6/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00350 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.0025 J4 <0.000500 <0.00100 <0.00500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- 0.000518 B <0.001509/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.0025 <0.000500 <0.00100 0.000678 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/14/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.200 <0.148 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.000554 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00172 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/8/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-12 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0026 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/9/2014 0.081 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/22/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 0.12 -- -- 0.0011 <0.00100 <0.00100 <0.00200 0.00500 <0.00100 0.00170 <0.00100 0.0100 <0.00100 <0.00100 <0.00100 <0.00100 0.00630 0.0270 0.01602/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 0.00540 <0.00100 <0.00100 <0.00100 <0.00100 0.00290 0.00640 0.008306/16/2015 0.061 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00140 <0.00100 0.00130 <0.00100 0.00580 <0.00100 <0.00100 <0.00100 <0.00100 0.00280 0.0110 0.008609/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 0.00180 <0.00100 <0.00100 -- 0.0013 <0.0030010/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300
KDHE Split 12/16/2015 <0.500 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0100 <0.00100 <0.00100 -- <0.00100 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 J4 <0.000500 <0.00100 <0.000500 0.0005 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00390 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.000807 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00201 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00343 0.004037/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/11/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 12 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-13 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0032 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/30/2014 0.072 -- -- 0.0014 <0.00100 <0.00100 <0.00200 0.00110 <0.00100 0.00240 <0.00100 0.00630 <0.00100 0.00380 <0.00100 <0.00100 0.00260 0.00830 0.008904/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/22/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 0.056 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00280 <0.00100 0.00110 <0.00100 0.00650 <0.00100 <0.00100 <0.00100 <0.00100 0.00400 0.0150 0.01102/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00190 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
12/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300Duplicate 12/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300
3/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/23/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 0.000610 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- 0.000706 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
Duplicate 3/30/2017 -- <0.100 <0.300 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.104 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 3/6/2019 -- <0.100 <0.0950 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 13 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-14 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/30/2014 <0.0500 -- -- 0.0011 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 0.00160 <0.00100 0.00430 <0.00100 <0.00100 <0.00100 <0.00100 0.00170 0.00590 0.006104/9/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/22/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 0.540 -- -- 0.0029 <0.00100 0.00130 <0.00200 0.0210 <0.00100 0.00490 <0.00100 0.0360 <0.00100 <0.00100 <0.00100 <0.00100 0.0220 0.100 0.05802/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00160 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/23/2016 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 14 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-15 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0026 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 0.0026 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00120 <0.00100 <0.00100 <0.00100 0.00300 <0.00100 <0.00100 <0.00100 <0.00100 0.00180 0.00720 0.004802/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00430 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 0.00180 <0.00100 <0.00100 -- 0.00180 <0.00300
10/22/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- 0.00130 0.002429/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00390 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 UJ <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 15 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-16 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0027 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
1/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300Duplicate 1/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
4/8/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 0.00260 <0.00100 <0.00100 <0.00100 <0.00100 0.00140 0.00500 0.004002/10/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 0.00290 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 0.000500 -- <0.00100 <0.0005 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 0.000500 -- <0.00100 <0.0005 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.0005 j <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/15/2017 -- <0.100 <0.100 0.000905 j <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000621 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/12/2018
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 16 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-17 6/16/2015 95.0 -- -- 0.190 <0.00100 0.310 0.044 2.00 0.370 1.50 0.0440 3.40 0.0380 0.140 0.0150 0.100 1.80 6.80 5.20
9/15/2015 13.0 -- -- 0.450 <0.00100 0.110 0.0061 0.710 0.230 0.590 0.0260 -- 0.0310 0.068 <0.00100 0.0610 -- 0.460 1.0012/16/2015 2.24 -- -- 0.0520 <0.00100 0.00125 <0.0100 0.267 0.0800 0.153 0.00807 -- 0.0142 0.0125 <0.00100 0.0137 -- 0.0619 0.07883/22/2016 3.03 2.05 1.27 0.0431 <0.000500 0.00223 <0.00250 0.338 0.0821 0.0226 0.00467 -- 0.00918 0.00584 <0.000500 0.00222 -- 0.0464 0.06996/22/2016 -- 2.13 j 1.83 j 0.313 <0.000500 0.0575 j <0.00250 0.384 0.101 0.473 0.0178 -- 0.0137 0.0578 j 0.00235 0.0449 -- 0.390 j 0.977
KDHE Split 6/22/2016 -- 4.00 j 4.60 j 0.420 <0.00250 0.088 j 0.250 0.440 0.210 0.540 0.0220 J -- 0.0290 0.0840 j 0.00820 J 0.0550 -- 0.650 j 1.309/20/2016 -- 3.22 2.36 0.247 <0.00500 0.0599 <0.0250 0.344 0.119 0.423 0.0149 -- 0.0150 0.0461 <0.00500 0.0350 -- 0.339 0.76212/13/2016 -- 1.05 0.592 0.152 <0.000500 0.0364 0.0172 0.112 0.0703 0.233 0.0106 -- 0.0119 0.0290 0.00180 0.0274 -- 0.0940 0.1063/28/2017 -- 0.265 0.211 0.0128 <0.000500 <0.000500 <0.00250 0.0372 0.0143 0.0158 0.00188 -- 0.00115 <0.000500 <0.000500 0.00335 -- 0.00747 0.0215
Duplicate 3/28/2017 -- 0.263 0.217 0.0132 <0.000500 <0.000500 <0.00250 0.0397 0.0162 0.0182 0.00186 -- 0.00123 0.000570 <0.000500 0.00327 -- 0.00701 0.02126/20/2017 -- 2.30 1.83 0.254 <0.000500 0.0901 0.0131 B 0.195 0.115 0.312 0.0147 -- 0.0412 0.0561 0.00234 0.0370 0.401 0.6649/15/2017 -- 0.233 0.198 <0.000500 <0.000500 <0.000500 <0.00500 0.0558 0.0165 0.00288 0.00163 -- <0.00100 <0.00100 <0.000500 0.0025 -- <0.000500 <0.0015012/13/2017 -- <0.100 j <0.100 j 0.0192 <0.000500 0.00528 j <0.00500 0.0229 0.00271 j 0.0186 j 0.000584 j -- <0.00100 0.00329 j <0.000500 j 0.00112 j -- 0.0355 j 0.0713 j
Duplicate 12/13/2017 -- 0.132 j 0.102 j B 0.0226 <0.000500 0.00765 j <0.00500 0.0307 0.00666 j 0.0265 j 0.000818 j -- <0.00100 0.00505 j 0.00151 j 0.00160 j -- 0.0509 j 0.104 j3/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.00127 <0.00100 0.00164 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 0.00481 <0.000500 0.000674 <0.00500 0.0143 0.0160 0.0300 0.00119 -- 0.00177 <0.00100 <0.000500 0.00250 -- 0.00186 0.006629/26/2018 -- 1.64 3.48 0.515 <0.0333 0.153 <0.333 0.482 0.194 0.574 <0.0333 -- <0.0333 0.0864 <0.0333 0.0545 -- 0.612 1.5712/15/2018 -- 0.241 0.817 0.149 <0.00100 0.0351 <0.0500 0.130 0.0169 0.179 0.00659 -- <0.00500 0.0509 <0.00100 0.0153 -- 0.154 0.3483/7/2019 -- 1.35 2.41 0.900 <0.00100 0.214 <0.0500 0.330 0.381 1.32 0.0457 -- 0.0506 0.129 0.0161 0.127 -- 0.715 2.20
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 17 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-18 6/16/2015 6.3 -- -- 0.0210 <0.00100 0.0210 <0.00200 0.260 0.0360 0.120 0.00410 0.240 0.00350 0.0150 0.00160 0.00890 0.170 0.590 0.410
9/15/2015 3.0 -- -- 0.0690 <0.00100 0.0190 <0.00200 0.260 0.0360 0.120 0.00400 -- 0.00360 0.0190 <0.00100 0.00890 -- 0.0900 0.290Duplicate 9/15/2015 3.2 -- -- 0.0230 <0.00100 0.0170 <0.00200 0.250 0.0370 0.110 0.00430 -- 0.00410 0.0220 0.00180 0.00900 -- 0.0970 0.280
12/15/2015 <0.100 -- -- <0.001 j <0.00100 <0.00100 <0.0100 0.00929 j 0.00178 j 0.00446 j <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300Duplicate 12/15/2015 <0.100 -- -- 0.00154 j <0.00100 <0.00100 <0.0100 0.0177 j 0.00382 j 0.00771 j <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300
3/22/2016 0.923 0.563 0.150 0.0116 <0.000500 0.00266 <0.00250 0.107 0.0214 0.0628 0.00227 -- 0.00251 0.00365 <0.000500 0.00484 -- 0.0107 0.01356/21/2016 -- 0.114 1.04 0.0222 <0.000500 0.000562 <0.00250 0.0444 0.000470 0.0282 0.000980 -- <0.00100 0.00767 <0.000500 0.00187 -- 0.0154 0.1159/21/2016 -- 1.380 0.837 0.227 <0.000500 0.0429 <0.00250 0.263 0.0950 0.344 0.0110 -- 0.0112 0.0407 0.00165 0.0280 -- 0.137 0.43412/13/2016 -- 0.514 0.330 0.0638 <0.000500 0.000716 0.00320 0.111 0.0429 0.127 0.00480 -- 0.00502 0.00874 0.000695 0.0111 -- 0.00908 0.01603/28/2017 -- 0.453 0.202 j 0.0719 j <0.000500 0.000863 <0.00250 0.0987 j 0.0473 j 0.154 j 0.00578 j -- 0.00615 0.00105 B 0.000669 0.0143 j -- 0.0145 j 0.0326 j
KDHE Split 3/28/2017 -- <0.100 0.130 j 0.0124 j <0.00100 0.00121 <0.0500 0.0236 j 0.0145 j 0.0401 j 0.00164 j -- <0.00500 <0.00500 <0.00100 0.00349 j -- 0.00237 j 0.00574 j6/20/2017 -- <0.100 <0.100 0.00197 <0.000500 0.000863 0.00398 J, B 0.00144 0.00136 0.00460 0.000192 J -- 0.000450 J 0.000629 B, J <0.000500 0.000349 J -- 0.0111 0.01639/18/2017 -- 2.44 1.76 0.328 <0.000500 0.106 <0.00500 0.215 0.178 0.409 0.0186 -- 0.026 0.0464 0.00255 0.0428 -- 0.2370 0.81212/14/2017 -- 0.155 0.205 0.0146 <0.000500 0.00333 <0.00500 0.0238 0.0169 0.0376 0.00195 -- 0.00215 0.00224 0.00196 B 0.00388 -- 0.00398 0.04053/21/2018 -- 1.37 0.648 0.116 <0.000500 0.0636 <0.00500 0.163 0.138 0.231 0.0146 -- 0.0201 0.0305 0.00240 0.0420 -- 0.0672 0.4306/22/2018 -- 1.14 1.29 J 0.287 <0.00500 0.0714 <0.0500 0.273 0.218 0.521 0.0183 -- 0.0313 0.0490 <0.00500 0.0504 -- 0.112 1.059/26/2018 -- 0.780 0.543 0.187 <0.0250 0.0496 <0.250 0.233 0.114 0.362 <0.0250 -- <0.0250 0.0360 <0.0250 0.0369 -- 0.0927 0.69212/13/2018 -- 0.417 0.925 0.162 <0.00100 0.0275 <0.0500 0.195 0.143 0.373 0.0164 -- 0.0133 0.0166 0.00396 0.0414 -- 0.0208 0.2053/7/2019 -- 0.226 0.155 0.0228 <0.00100 0.00539 <0.0500 0.0686 0.0713 0.0755 0.00616 -- 0.00765 0.00248 0.00137 0.0125 -- 0.00204 0.0246
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 18 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-19 6/16/2015 0.990 j -- -- 0.0240 j <0.00100 0.00740 <0.00200 0.110 0.0130 0.0450 0.00150 0.160 <0.00100 0.00290 j <0.00100 0.00310 0.0680 0.300 0.230
Duplicate 6/16/2015 2.50 j -- -- 0.00710 j <0.00100 0.00620 <0.00200 0.110 0.0120 0.0460 0.00160 0.130 <0.00100 0.00510 j <0.00100 0.00270 0.0670 0.300 0.1909/15/2015 1.40 -- -- 0.0200 <0.00100 0.00510 0.00440 0.110 0.0160 0.0370 0.00150 -- 0.0016 0.00340 <0.00100 0.00300 -- 0.150 0.160
12/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 0.00545 0.00105 0.00169 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 0.00221 <0.00100 0.000875 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- 1.24 0.153 0.117 <0.000500 0.0308 <0.00250 0.177 0.0162 0.179 0.00457 -- 0.00187 B 0.0274 <0.000500 0.00971 -- 0.647 0.9889/22/2016 -- 1.48 j 1.13 j 0.374 j <0.000500 0.0783 <0.00250 0.265 0.139 0.558 0.0144 -- 0.019 0.0506 0.00211 0.0390 -- 0.492 j 1.31 j
KDHE Split 9/22/2016 -- 0.663 j 1.63 j 0.187 j <0.00100 0.0634 <0.0500 0.194 0.119 0.269 0.0122 -- 0.0167 0.0444 <0.00100 0.0296 -- 0.192 j 0.564 j12/13/2016 -- 0.951 0.398 0.0863 <0.000500 0.00360 0.00649 0.244 0.103 0.179 0.0106 -- 0.0123 0.0103 0.00137 0.0222 -- 0.0139 0.03603/28/2017 -- <0.100 <0.100 0.00475 <0.000500 <0.000500 <0.00250 0.0158 0.00829 0.0185 0.00139 -- <0.00100 0.00149 B <0.000500 0.00255 -- <0.00100 0.003936/20/2017 -- 0.514 0.168 0.0470 <0.000500 0.000840 0.00581 B 0.132 0.0475 0.0480 0.00376 -- 0.0101 0.00395 B 0.000333 J 0.00586 0.0153 0.03059/18/2017 -- 0.362 0.215 0.0158 <0.000500 0.000848 <0.00500 0.0673 0.0368 0.118 0.00606 -- 0.00278 <0.00100 0.000529 0.0125 -- 0.00700 0.016812/14/2017 -- 0.206 0.130 0.00183 <0.000500 <0.000500 <0.00500 0.0582 0.0113 0.0277 0.00383 -- 0.00112 <0.00100 <0.000500 0.00626 -- 0.000822 0.002623/21/2018 -- 0.361 <0.100 0.00327 <0.000500 0.000848 <0.00500 0.0547 0.0416 0.0123 0.00237 -- 0.00326 <0.00100 <0.000500 0.00369 -- 0.00654 0.01796/22/2018 -- 0.241 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0368 0.0207 0.00244 0.00181 -- 0.00154 <0.00100 <0.000500 0.00245 -- 0.00103 <0.001509/26/2018 -- 1.07 1.57 0.260 <0.0333 0.0668 <0.333 0.340 0.0778 0.404 <0.0333 -- <0.0333 0.0607 <0.0333 <0.0333 -- 0.644 1.1112/13/2018 -- 0.881 1.38 0.267 <0.00100 0.0609 <0.0500 0.248 0.241 0.578 0.0211 -- 0.0210 0.0340 0.00616 0.0567 -- 0.192 0.6263/7/2019 -- 0.399 0.535 0.133 <0.00500 0.0329 <0.250 0.0932 0.0765 0.259 0.0109 -- <0.0250 0.0148 <0.00500 0.0260 -- 0.104 0.353
MW-20 9/21/2016 -- 9.86 9.33 1.64 <0.00500 0.498 <0.0250 0.667 0.316 1.25 0.0603 -- 0.0644 0.240 0.0203 0.152 -- 4.03 8.2912/15/2016 -- 7.52 j 7.56 j 1.36 <0.0250 0.542 <0.125 0.819 0.223 0.988 j 0.0413 -- <0.0500 0.111 <0.0250 0.103 -- 3.86 j 4.46
KDHE Split 12/15/2016 -- 3.87 j 4.85 j 1.12 <0.00100 0.456 <0.0500 0.717 <0.250 0.724 j 0.0417 -- 0.0498 0.146 <0.00100 0.102 -- 2.81 j 3.403/29/2017 -- 0.847 2.22 0.0937 <0.00250 0.0928 <0.0125 0.0398 0.0365 0.0317 <0.00250 -- 0.0116 0.0107 <0.00250 0.00329 -- 0.0975 0.1496/20/2017 -- 11.7 5.02 0.620 <0.00250 0.191 0.0461 B 0.868 0.159 1.21 0.0306 -- 0.0274 0.119 0.00241 J 0.0777 -- 3.94 4.339/14/2017 -- 4.58 2.49 0.608 <0.0500 0.198 <0.500 0.419 0.214 0.661 <0.0500 -- <0.100 0.114 <0.0500 <0.0500 -- 1.54 2.5212/14/2017 -- 0.765 0.595 0.0608 <0.000500 0.0189 <0.00500 0.0617 0.0271 0.0798 0.00262 -- 0.00291 0.00939 <0.000500 0.00621 -- 0.182 0.1973/21/2018 -- 6.21 3.91 0.892 <0.000500 0.257 <0.00500 0.278 0.415 1.07 0.0455 -- 0.0562 0.109 0.00566 0.131 -- 1.21 2.366/22/2018 -- 7.49 2.21 J 0.446 <0.0125 0.190 <0.125 0.335 0.246 0.337 <0.0125 -- 0.0480 0.0852 <0.0125 0.0231 -- 0.711 1.299/26/2018 -- 0.309 0.344 0.0280 <0.00500 0.0132 <0.0500 0.0669 0.0177 0.0380 <0.00500 -- <0.00500 0.00510 <0.00500 <0.00500 -- 0.199 0.209
12/13/2018 -- 2.84 2.51 0.508 <0.00100 0.152 <0.0500 0.637 0.222 0.917 0.0251 -- 0.0215 0.0825 0.00811 0.0708 -- 2.33 3.253/7/2019 -- 2.12 3.81 1.01 <0.0100 0.304 <0.500 0.356 0.363 J 1.55 0.0502 -- <0.0500 0.183 0.0157 0.132 -- 1.58 4.77
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 19 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)MW-21 9/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
12/15/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150KDHE Split 12/15/2016 -- <0.100 <0.0943 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.00300
3/29/2017 -- <0.100 <0.100 0.00115 <0.000500 0.000701 <0.00250 <0.000500 <0.00100 0.00105 <0.000500 -- <0.00100 0.000564 B <0.000500 <0.000500 -- 0.00151 0.002476/20/2017 -- <0.100 <0.100 0.000363 J <0.000500 0.000138 J 0.00393 J, B <0.000500 <0.00100 0.000463 J <0.000500 -- <0.00100 0.000884 J, B <0.000500 <0.000500 -- 0.000928 0.001779/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.000861 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0952 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/13/2018 -- <0.100 <0.0966 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-22 9/21/2016 -- 0.706 1.05 0.121 <0.000500 0.0380 <0.00250 0.0701 0.0281 0.152 0.00702 -- 0.00894 0.0239 0.00232 0.0146 -- 0.289 0.57712/14/2016 -- 1.62 2.45 0.390 <0.000500 0.0780 0.0166 0.136 0.0603 0.297 0.0172 -- 0.0118 0.0602 0.00254 0.0273 -- 0.734 1.873/29/2017 -- 0.561 0.983 0.0923 <0.000500 0.0355 <0.00250 0.0119 0.0291 <0.000500 0.00154 -- 0.0144 0.0196 <0.000500 <0.000500 -- 0.00147 0.04306/20/2017 -- 1.88 1.61 0.301 <0.000500 0.0779 0.0146 B 0.134 0.0616 0.295 0.0168 -- 0.0235 0.0395 0.00249 0.0324 -- 0.931 1.719/14/2017 -- 0.702 0.434 0.030 <0.0100 0.0102 <0.100 0.0392 <0.0200 0.0674 <0.0100 -- <0.0200 <0.0200 <0.0100 <0.0100 -- 0.224 0.21712/14/2017 -- 0.290 0.564 0.00632 <0.000500 <0.000500 0.00754 0.0177 0.00513 0.0137 0.00881 -- 0.00328 <0.00100 0.00415 0.00935 -- <0.000500 <0.001503/22/2018 -- 0.709 0.979 0.0144 <0.000500 0.0124 <0.00500 0.00988 0.00964 0.0193 0.0120 -- 0.00584 0.00120 B 0.00112 0.0248 -- <0.000500 <0.001506/20/2018 -- 0.163 0.112 B 0.00655 <0.000500 0.00342 <0.00500 0.0505 0.0845 0.0644 0.00427 -- 0.0134 <0.00100 <0.000500 0.00737 -- 0.157 0.1769/26/2018 -- 0.143 0.500 0.00842 <0.00100 0.00124 <0.0100 0.00936 0.0117 0.0114 0.00217 -- 0.00234 0.00120 0.00100 0.00505 -- 0.00638 0.016212/14/2018 -- 1.71 0.717 j 0.582 <0.00100 0.164 <0.0500 0.173 0.200 0.771 0.0368 -- 0.0327 0.114 0.00514 0.0897 -- 0.611 2.40
Duplicate 12/14/2018 -- 1.62 1.79 j 0.672 <0.00100 0.195 J <0.0500 0.171 0.207 0.848 0.0367 -- 0.0345 0.132 0.00693 0.0930 -- 0.657 2.613/6/2019 -- 0.682 0.649 0.342 <0.00500 0.0862 <0.250 0.0552 0.110 0.408 0.0195 -- <0.0250 0.0472 0.00678 0.0500 -- 0.273 1.28
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 20 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)SVE-2 12/16/2015 <0.100 -- -- 0.00651 <0.00100 0.00176 <0.0100 0.00637 0.00132 0.00812 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- 0.0192 0.252
3/23/2016 <0.100 <0.100 0.136 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/23/2016 -- <0.100 <0.100 0.00150 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 0.000885 <0.000500 -- <0.00100 0.00162 <0.000500 <0.000500 -- <0.000500 <0.001509/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00129 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.100 J <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 0.00793 J <0.000500 <0.000500 <0.000500 0.00389 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
SVE-3 9/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.300 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 0.0723 J 0.000196 J <0.000500 <0.000500 0.00407 J 0.000461 J 0.000438 J <0.000500 0.000140 J -- <0.00100 0.000201 J <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
Please refer to notes at end of table.
Well Abandoned
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 21 of 22
Table 6
Tota
l Xyle
nes
o-Xy
lene
1,2 D
ichlo
roet
hane
LRH
MRH
1,2,4
Trim
ethy
lben
zene
Ethy
lben
zene
Cyclo
hexa
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
Naph
thale
ne
Groundwater Analytical Results – Monitoring and Pilot Test Wells – GRO and VOCs
Isopr
opylb
enze
ne
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Benz
ene
n-Bu
tylb
enze
ne
GRO
Quail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
Tolu
ene
m,p
-Xyle
ne
Concentrations in mg/L (ppm)SVE-4 12/16/2015 15.5 -- -- 1.01 <0.00500 0.951 <0.0500 <0.00500 0.0596 0.343 <0.00500 -- 0.0753 0.198 0.144 0.470 -- <0.0250 0.466
3/23/2016 -- -- -- 0.0924 <0.000500 0.00665 <0.00250 0.262 <0.0100 0.0229 <0.00500 -- <0.0100 0.0205 <0.000500 0.00606 -- <0.000500 <0.01506/23/2016 -- <0.100 26.4 0.0385 <0.00250 <0.00250 <0.0125 <0.00250 <0.00500 0.0173 0.00256 -- <0.00500 0.0202 <0.00250 0.00286 -- <0.00250 <0.007509/21/2016 -- 0.453 214 0.0103 <0.000500 <0.000500 <0.00250 0.000733 <0.00100 <0.000500 <0.000500 -- <0.00100 0.000516 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- 0.185 33.2 <0.000500 J <0.000500 <0.000500 J <0.00250 <0.000500 J <0.00100 <0.000500 J <0.000500 J -- <0.00100 <0.000500 J <0.000500 J <0.000500 J -- <0.000500 J <0.00150 J3/29/2017 -- 0.323 29.8 0.000584 <0.000500 <0.000500 <0.00250 0.0866 0.00649 <0.000500 0.00146 -- 0.00114 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- 0.151 4.83 0.00138 <0.000500 0.000489 J 0.00755 <0.000500 <0.00100 <0.000500 0.000411 J -- <0.00100 <0.00250 <0.000500 0.00121 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/21/2018 -- 0.208 14.7 <0.0005 UJ <0.0005 UJ <0.0005 UJ <0.005 UJ 0.0341 J 0.00261 J 0.00315 J 0.00679 J -- <0.001 UJ <0.001 UJ <0.0005 UJ 0.0142 J -- <0.0005 UJ <0.0015 UJ6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/11/2018
0.5 0.35 0.15 0.00844 0.005 0.044 4.92 0.005 7.02 0.7 0.45 NE NE 0.00111 0.169 0.66 NE 1 10
Notes:1. GRO = Gasoline-range organics analyzed by U.S. Environmental Protection Agency (EPA) Method 8015D. During the March 2016 event KDHE analyzed GRO by 8260.2. LRH = Low-range hydrocarbons by KDHE Method KS LRH. LRH was first analyzed during the March 2016 event by EPA Method 8015. KDHE analyzed LRH in March 2016 by EPA Method 8260. 3. MRH = Middle-range hydrocarbons by KDHE Method KS MRH/HRH. MRH was first analyzed during the March 2016 event by EPA Method 8015M. 4. Volatile organic compounds by EPA Method 8260 (low level VOCs). 5. mg/L (ppm) = Milligrams per liter (parts per million).6. Bold indicates detected concentration above the KDHE screening value.
7. < = Not detected above the method reporting limit (MRL).8. -- = Not analyzed. 9. J = Estimated value.10. j = Relative percent difference was greater than 30%. 11. The sample collected from monitoring well MW-14 on June 23, 2016 was delayed due to a FedEx shipping error; that sample were received by the analytical lab out of hold time and was not analyzed. 12. NE = A KDHE Tier 2 Risk Based Screening Value has not been established. 13. KDHE Split = Sample at time of collection was split with KDHE and analyzed independently.14. Duplicate = Field duplicate sample.15. DRY = Well was dry or insufficient water volume present to collect a sample.16. B = Analyte was found in the method blank and sample. Concentration may be biased high.17. UJ = The not detected value is estimated based on data quality.
KDHE Tier 2 Values
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 22 of 22
Table 7
2001 N Colt Ct 6/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/22/2016 <0.100 <0.100 <0.100 0.000852 J <0.000500 <0.000500 <0.00250 0.00188 J 0.00114 J 0.000685 J <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 0.00156 j7/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0952 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.000919 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000911 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0957 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
3/6/2019 -- <0.100 <0.0944 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
2004 N Colt Ct 6/16/2015 0.056 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/21/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 7/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2005 N Colt Ct 7/26/2013 6.6 -- -- 0.16 <0.0050 0.045 0.019 0.47 0.09 0.13 <0.0050 0.27 0.014 0.027 <0.0050 0.013 0.17 0.34 0.4410/24/2013 4.2 -- -- 0.14 <0.0010 0.022 <0.0020 0.31 0.073 0.19 0.0055 0.27 0.012 0.023 0.0039 0.017 0.15 0.35 0.421/31/2014 3.70 -- -- 0.130 0.00410 0.0290 <0.00200 0.150 0.0700 0.170 0.00570 0.260 0.0100 0.0170 0.00340 0.0180 0.140 0.330 0.4004/10/2014 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS7/23/2014 0.390 -- -- 0.0180 <0.00100 0.00390 <0.00200 0.0270 0.0110 0.0230 <0.00100 0.0250 0.0019 0.00250 <0.00100 0.00220 0.0190 0.0430 0.0440
10/30/2014 2.20 -- -- 0.0770 <0.00100 0.00940 <0.00200 0.230 0.0550 0.190 0.00430 0.0780 0.0091 0.0170 0.00130 0.0140 0.0430 0.210 0.1202/12/2015 1.40 -- -- 0.0390 <0.00100 0.00910 <0.00200 0.0590 0.0220 0.0410 0.00130 0.0530 0.0039 0.00450 <0.00100 0.00440 0.0340 0.110 0.0886/16/2015 2.30 -- -- 0.0120 <0.00100 0.0130 <0.00200 0.0660 0.0270 0.0660 0.00270 0.0810 0.0039 0.00950 <0.00100 0.00690 0.0870 0.180 0.1709/14/2015 4.90 -- -- 0.0820 <0.00100 0.0200 <0.00200 0.180 0.0530 0.150 0.00380 -- 0.0100 0.0130 <0.00100 0.0120 -- 0.680 0.340
Duplicate 9/14/2015 5.20 -- -- 0.0900 <0.00100 0.0220 <0.00200 0.200 0.0510 0.170 0.00440 -- 0.00900 0.0130 <0.00100 0.0130 -- 0.700 0.38012/15/2015 2.75 -- -- 0.0672 <0.00100 0.0169 <0.0100 0.109 0.0284 0.127 0.00317 -- 0.00434 0.0136 <0.00100 0.00952 -- 0.418 0.2803/21/2016 3.42 4.54 1.37 0.229 <0.0100 0.0601 <0.0500 0.164 0.0721 0.320 <0.0100 -- <0.0200 0.0330 <0.0100 0.0302 -- 0.845 0.7277/21/2016 -- 0.467 0.130 0.0417 <0.00250 0.0112 <0.0125 0.0257 0.0188 0.0512 <0.00250 -- <0.00500 0.00554 <0.00250 0.00557 -- 0.0821 0.1019/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- 0.332 0.208 0.0102 <0.000500 0.00585 <0.00250 0.0192 0.0165 0.0116 0.000627 -- 0.00219 0.00288 <0.000500 0.00133 -- 0.0435 0.06393/28/2017 -- 0.423 j 0.121 0.0355 <0.000500 0.00809 j <0.00250 0.0276 0.0211 0.0355 0.00157 -- 0.00351 0.00511 <0.000500 0.00437 -- 0.0315 j 0.0483
KDHE 2005 N Colt Ct U 3/28/2017 -- 0.255 j -- 0.0456 <0.00100 0.0151 j <0.0500 0.0333 0.0287 0.0411 0.00207 -- <0.00500 0.00574 <0.00100 0.00547 -- 0.0185 j 0.0469KDHE 3/28/2017 -- 0.224 -- 0.0370 <0.00100 0.0124 <0.0500 0.0277 0.0242 0.0340 0.00164 -- <0.00500 <0.00500 <0.00100 0.00409 -- 0.0206 0.0439
6/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 0.000218 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- 0.418 j 0.134 j 0.0285 j <0.000500 0.0067 j <0.00500 0.0271 j 0.0196 j 0.0307 j 0.00124 j -- 0.00405 j 0.00376 j <0.000500 0.00404 j -- 0.0572 j 0.0503 j
Duplicate 9/14/2017 -- 0.598 j 0.206 j 0.0496 j <0.000500 0.0119 j <0.00500 0.0476 j 0.0320 j 0.0523 j 0.00202 j -- 0.00580 j 0.00672 j <0.000500 0.00646 j -- 0.101 j 0.0891 j12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.00110 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00153 B <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- 3.78 1.25 j 0.252 <0.0100 0.0610 <0.100 0.203 0.137 0.298 0.0120 -- <0.0200 0.0298 B <0.0100 0.0350 -- 0.564 0.694
Duplicate 3/22/2018 -- 3.43 0.899 j 0.195 <0.000500 0.0579 <0.00500 0.199 0.148 0.307 0.0107 -- 0.0252 0.0327 0.00180 0.0360 -- 0.519 0.6466/20/2018 -- 2.72 0.495 0.133 <0.00250 0.0337 <0.0250 0.151 0.0755 0.204 0.00766 -- 0.0155 0.0191 <0.00250 0.0249 -- 0.359 0.3169/26/2018 -- 0.352 <0.0957 0.0120 <0.00250 0.00300 <0.0250 0.0138 0.0103 0.0170 <0.00250 -- <0.00250 <0.00250 <0.00250 <0.00250 -- 0.0220 0.024012/14/2018 -- <0.100 <0.0956 0.0115 J <0.00100 0.00295 <0.0500 0.0118 0.0128 J 0.0136 J <0.00100 -- <0.00500 0.00212 <0.00100 0.00167 -- 0.0112 J 0.0267 J
3/6/2019 -- <0.100 <0.0947 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2002 N Colt Ct 7/26/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0047 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.0010 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.0010 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.000945 J <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.000228 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/26/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
HOA-1 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 2/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 0.076 -- -- 0.0018 <0.00100 <0.00100 <0.00200 0.0110 0.00190 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 0.00670 <0.00100 0.006709/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300
Duplicate 12/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00300
KDHE Split 12/16/2015 <0.500 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0100 <0.00100 <0.00100 -- <0.00100 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.00500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00183 B <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0926 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/25/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0974 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
3/6/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
HOA-2 10/31/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/24/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2006 N Colt Ct 6/12/2012 -- -- -- -- <0.005 -- <0.0020 17 3.0 14 0.64 46 1.1 5.2 -- -- 19 91 654/10/2014 23.0 -- -- 0.750 <0.00500 0.280 0.0260 0.980 0.160 0.360 0.0160 -- 0.0380 0.0760 <0.00500 0.0480 -- 2.00 2.106/16/2015 140 -- -- 1.80 <0.0250 0.550 <0.0500 2.10 0.420 2.20 0.0730 6.00 0.0630 0.190 0.0460 0.240 3.00 9.90 9.009/15/2015 29.0 -- -- 0.820 <0.00500 0.210 <0.0100 1.10 0.280 1.20 0.0390 -- 0.0550 0.120 <0.00500 0.100 -- 1.70 2.80
12/16/2015 39.6 -- -- 1.12 <0.0250 0.278 <0.250 1.74 0.151 1.48 0.0419 -- 0.0390 0.201 <0.0250 0.111 -- 3.39 4.713/22/2016 13.3 5.43 4.01 0.564 <0.0125 0.124 <0.0625 0.628 0.102 0.794 0.0257 -- <0.0250 0.0898 <0.0125 0.0698 -- 0.899 2.006/21/2016 -- 7.64 8.08 1.34 <0.00250 0.354 0.0315 0.799 0.359 1.44 0.0552 -- 0.0412 0.167 0.00989 0.163 -- 2.83 5.009/20/2016 -- 6.77 5.79 1.27 <0.0125 0.389 <0.0625 0.602 0.282 1.08 0.0406 -- 0.0519 0.141 <0.0125 0.100 J -- 2.17 4.58
Duplicate 9/20/2016 -- 6.55 5.37 1.18 <0.000500 0.349 <0.00250 0.541 0.243 0.949 0.0415 -- 0.0535 0.146 0.00674 0.108 -- 1.92 3.9612/12/2016 -- 3.38 9.13 j 1.03 <0.00500 0.312 <0.0250 0.249 0.235 0.713 0.0355 -- 0.0438 0.154 0.00855 0.0974 -- 0.189 1.21
Duplicate 12/12/2016 -- 3.61 5.29 j 1.10 <0.0100 0.331 <0.0500 0.222 0.245 0.732 0.0382 -- <0.0200 0.119 <0.0100 0.110 -- 0.179 1.283/28/2017 -- 1.04 1.15 0.135 <0.00500 0.0329 <0.0250 0.0651 0.0583 0.0123 <0.00500 -- <0.0100 0.0169 <0.00500 <0.00500 -- 0.0239 0.196/22/2017 -- 2.58 j 4.88 0.779 <0.00500 0.243 j <0.0500 0.336 j 0.315 j 0.861 j 0.0425 j -- 0.108 j 0.139 0.00946 0.128 j -- 0.520 j 1.36 j
Duplicate 6/22/2017 -- 4.68 j 4.80 0.771 <0.000500 0.157 j <0.00500 0.230 j 0.158 j 0.614 j 0.0265 j -- 0.0428 j 0.112 0.00937 0.0756 j -- 0.365 j 0.988 j9/14/2017 -- 1.81 1.86 0.379 <0.00500 <0.00500 <0.05 0.359 0.132 0.478 0.0181 -- 0.0167 0.0514 <0.00500 0.0484 -- 0.0663 0.344
12/12/2017 -- 1.84 2.10 0.407 <0.00500 0.00154 0.0203 0.267 0.171 0.481 0.0318 -- 0.0241 0.0468 0.00511 0.0863 -- 0.137 0.4393/22/2018 -- 0.969 0.727 0.0206 <0.000500 <0.000500 <0.00500 0.0767 0.0707 0.0308 0.00989 -- 0.0111 <0.00100 0.000699 0.0179 -- 0.000617 0.007286/20/20189/25/2018 -- 1.59 5.78 0.958 <0.0400 0.0645 <0.400 0.588 0.327 1.11 <0.0400 -- <0.0400 0.0894 <0.0400 0.0880 -- 0.206 2.0412/14/2018 -- 1.99 2.54 0.960 <0.00100 0.0246 <0.0500 0.230 0.322 0.744 0.0461 -- 0.0656 0.113 0.0135 0.131 -- 0.122 0.690
3/7/2019 -- 1.11 3.11 0.226 <0.00100 0.00110 <0.0500 0.0464 0.0790 0.176 0.00986 -- 0.0149 0.0150 0.00396 0.0337 -- 0.0357 0.150
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2007 N Colt Ct 7/26/2013 0.71 -- -- 0.018 <0.001 0.0061 <0.002 0.14 0.018 0.01 0.0014 0.025 0.002 0.0052 <0.001 0.002 0.024 0.045 0.04810/25/2013 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS1/29/2014 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS7/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 0.400 -- -- 0.0250 <0.00100 <0.00100 <0.00200 0.0520 0.0190 0.0270 <0.00100 0.0230 0.00180 0.00390 <0.00100 0.00250 0.00250 0.0220 0.02506/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
12/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 0.000835 <0.000500 <0.000500 <0.00250 0.00184 0.00109 0.000643 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 0.001567/21/2016 -- <0.100 <0.100 <0.00050 <0.000500 <0.000500 <0.00250 <0.00050 <0.00100 <0.00050 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 7/21/2016 -- <0.100 <0.100 <0.00050 <0.000500 <0.000500 <0.00250 <0.00050 <0.00100 <0.00050 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.00050 <0.000500 <0.000500 <0.00250 <0.00050 <0.00100 <0.00050 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0943 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/13/2016 -- <0.100 <0.100 <0.00050 <0.000500 <0.000500 <0.00250 <0.00050 <0.00100 <0.00050 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 0.00181 <0.000500 <0.000500 <0.00250 0.0252 0.00305 0.000772 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
Duplicate 3/29/2017 -- <0.100 <0.100 0.00202 <0.000500 <0.000500 <0.00250 0.0309 0.00374 0.000922 <0.000500 -- <0.00100 <0.000500 <0.000500 0.000516 -- <0.00100 <0.001506/21/2017 -- 0.0582 J 0.0440 J 0.00105 <0.000500 <0.000500 <0.00500 0.0198 0.00221 0.000301 J 0.000179 J -- 0.000413 J 0.000205 J <0.000500 0.000289 J -- <0.000500 0.000452 J9/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 9/26/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/14/2018 -- <0.100 <0.104 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
3/6/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300Duplicate 3/6/2019 -- <0.100 <0.0947 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2019 N Ruger Cir 8/9/2013 0.42 -- -- <0.001 <0.001 <0.001 <0.002 0.085 0.026 0.0034 0.0013 0.0046 0.0035 0.0021 <0.001 0.0016 0.0034 0.017 0.0081
10/25/2013 0.28 -- -- 0.015 <0.001 <0.001 <0.002 0.13 0.0084 0.0062 <0.0010 <0.0020 0.0030 0.0010 <0.001 <0.001 <0.001 0.0011 <0.003
1/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
4/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 0.00320 0.00480 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
7/23/2014 0.170 -- -- 0.00180 <0.00100 <0.00100 <0.00200 0.0690 0.00510 <0.00100 <0.00100 -- <0.00100 0.00160 <0.00100 <0.00100 0.00480 0.00200 0.00550
10/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
2/11/2015 0.120 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.0530 0.00540 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
6/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
6/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
9/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0926 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/14/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/14/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/28/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 0.000948 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
KDHE Split 3/28/2017 -- <0.100 -- <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.003006/21/2017 -- <0.100 j 0.00762 J j <0.000500 <0.000500 <0.000500 <0.00500 0.000239 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/21/2017 -- 0.0485 J j 0.0306 J j <0.000500 <0.000500 <0.000500 <0.00500 0.000217 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 0.000608 <0.000500 <0.000500 <0.00500 0.00136 0.00194 0.000693 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/20189/25/2018 -- <0.100 <0.0954 j <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 j <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 9/25/2018 -- <0.100 0.128 j <0.00100 <0.00100 <0.00100 <0.0100 0.00310 j <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0966 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
3/6/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2020 N Ruger Cir 7/26/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0015 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/20/2014 0.0750 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 0.380 -- -- <0.00100 <0.00100 <0.00100 0.160 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 0.0590 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 2/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/14/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/22/2017 -- <0.100 0.0419 J <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- 0.106 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0429 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Re-analyzed on 10/3/2017 9/14/2017 -- -- -- <0.000500 H <0.0005 H <0.0005 H <0.005 H 0.0109 H <0.001 H <0.0005 H <0.0005 H -- <0.001 H <0.001 H <0.0005 H <0.0005 H -- <0.0005 H <0.0015 H10/9/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0332 0.00395 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/25/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 0.0207 0.00134 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.100 <0.00100 <0.00100 <0.00100 <0.0500 0.00402 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
3/7/2019 -- <0.100 <0.0948 0.00151 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2028 N Ruger Cir 8/20/2013 0.47 -- -- <0.001 <0.001 <0.001 <0.002 0.011 0.042 <0.001 <0.001 <0.002 0.0051 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 0.015 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 0.0150 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 4/10/2014 0.066 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 7/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 0.00370 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
Duplicate 10/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2032 N Ruger Cir 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.030010/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.03002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2021 N Ruger Ct 8/28/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.003010/25/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00301/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2025 N Ruger Ct 8/28/2013 <0.050 -- -- 0.0028 <0.0010 0.0012 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.003010/25/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00301/31/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00304/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00307/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00302/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00306/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00309/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
KDHE Split 9/22/2016 -- <0.100 <0.0935 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00500 <0.00100 <0.00100 -- <0.00100 <0.0030012/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0951 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 UJ -- <0.00100 UJ <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 12 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
1009 W Mountain 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/22/2016 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/22/2016 -- <0.100 <0.300 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/14/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.300 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 13 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2007 N Mountain Ct 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 0.0140 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 0.00120 0.00130 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
12/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/29/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018
12/15/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 14 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
2009 N Mountain Ct 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/28/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/11/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/16/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/16/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/21/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/19/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 15 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
1211 W Quail Crossing Ct 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003004/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 4/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/23/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003006/17/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003009/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 9/15/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0030012/15/2015 <0.100 -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.003003/22/2016 <0.100 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001507/22/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001509/20/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.00150
12/12/2016 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.000500 <0.001503/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.00150
Duplicate 3/30/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00250 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.000500 <0.000500 <0.000500 -- <0.00100 <0.001506/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 16 of 17
Table 7
Isopr
opylb
enze
ne
Concentrations in mg/L (ppm)
2-Bu
tano
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
Meth
ylcyc
lohe
xane
GRO
Tota
l Xyle
nes
1,3,5-
Trim
ethy
lben
zene
Cyclo
hexa
ne
m,p
-Xyle
ne
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Tolu
ene
Groundwater Analytical Results – Irrigation Wells – GRO and VOCsQuail Crossing NeighborhoodAndover, Kansas
Well Location SampleDate
Benz
ene
o-Xy
lene
LRH
MRH
Naph
thale
ne
Ethy
lben
zene
1910 N Quail Crossing 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003007/24/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.0030010/30/2014 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.003002/12/2015 <0.0500 -- -- <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00300
0.5 0.35 0.15 0.00844 0.005 0.044 4.92 0.005 7.02 0.7 0.45 NE NE 0.00111 0.169 0.66 NE 1 10
Notes:1. GRO = Gasoline-range organics analyzed by U.S. Environmental Protection Agency (EPA) Method 8015D. During the March 2016 event KDHE analyzed GRO by 8260.2. LRH = Low-range hydrocarbons by KDHE Method KS LRH. LRH was first analyzed during the March 2016 event by EPA Method 8015. KDHE analyzed LRH in March 2016 by EPA Method 8260. 3. MRH = Middle-range hydrocarbons by KDHE Method KS MRH/HRH. MRH was first analyzed during the March 2016 event by EPA Method 8015M. 4. Volatile organic compounds by EPA Method 8260 (low level VOCs). 5. mg/L (ppm) = Milligrams per liter (parts per million).6. Bold indicates detected concentration above the KDHE screening value.7. < = Not detected above the method reporting limit (MRL).8. -- = Not analyzed. 9. j = Relative percent difference was > 30%.
11. NE = A KDHE Tier 2 Risk Based Screening Value has not been established. 12. KDHE Tier 2 Screening Values from the Risk-Based Standards for Kansas, 5th Edition , October 2010. 13. Well locations are shown on Figure 2. 14. NS = No sample collected. 15. KDHE Split = Sample at time of collection was split with KDHE and analyzed independently.16. KDHE 2005 N Colt Ct U = This sample was collected with a bailer from first encountered water. 17. Duplicate = Field duplicate sample.18. J = Result is estimated. 19. H = Results for this analyte were obtained outside of the method holding time due to lab error. 20. B = Analyte was found in the method blank and sample. Concentration may be biased high.21. UJ = The not detected value is estimated based on data quality.
10. The samples collected from 12 irrigation wells (2001 N Colt Court, 2002 N Colt Court, 2004 N Colt Court, 2005 N Colt Court, 2007 N Colt Court, 2019 N Ruger Circle, 2020 N Ruger Circle, 2032 N Ruger Circle, 2007 N Mountain Court, 2009 N Mountain Court, 1211 W Quail Crossing Court, and 1009 W Mountain) during the week of June 20, 2016 were delayed due to a FedEx shipping error; those samples were received by the analytical lab out of hold time and were not analyzed. The wells were resampled on July 22, 2016.
KDHE Tier 2 Values
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 17 of 17
Site
Project Number
Site Location Map
1641-16
1Figure
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
Note: Base map prepared from USGS 7.5-minute quadrangles of Andover, KS, dated 2012 as provided by USGS.gov.
KANSAS
0 2,000
Approximate Scale in Feet
4,000
Andover
Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
HOA-1
N
u
S
ta
r E
a
s
e
m
e
n
t B
o
u
n
d
a
ry
50'
MW-7
MW-14
MW-16
MW-15
P
P
P
MW-12
Excavation
(June 14, 2012)
Excavation
(July 5-7, 2012)
50'
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
MW-5
MW-20
MW-21
MW-22
W
M
o
u
n
t
a
i
n
N C
olt C
t.
N
R
u
g
e
r
C
i
r
.
N Q
ua
il C
ro
ssin
g S
t.
2006 N
Colt Ct.
2004 N
Colt Ct.
2002 N
Colt Ct.
2001 N
Colt Ct.
2005 N
Colt Ct.
2007 N
Colt Ct.
2022 N Quail
Crossing St.
2019 N
Ruger Cir.
1023 W
Mountain
2020 N
Ruger Cir.
Pipeline
Release Location
N
R
u
g
e
r
C
t
.
2008 N
Quail Crossing St.
2002 N
Quail Crossing St.
1950 N
Quail Crossing St.
1942 N
Quail Crossing St.
1936 N
Quail Crossing St.
1930 N
Quail Crossing St.
1019 W
Mountain
1017 W
Mountain
1013 W
Mountain
1009 W
Mountain
R
em
ington C
ir.
N
Q
u
a
il C
r
o
s
s
in
g
S
t.
1012 W
Mountain
1006 W
Mountain
2030 N Quail
Crossing St.
1211 W Quail
Crossing Ct.
1217 W Quail
Crossing Ct.
1221 W Quail
Crossing Ct.
HOA
2024 N
Ruger Cir.
2021 N
Ruger Ct.
2023 N
Ruger Ct.
2007 N
Mountain Ct.
2009 N
Mountain Ct.
2011 N
Mountain Ct.
2010 N
Mountain Ct.
HOA
HOA
2025 N
Ruger Ct.
2028 N
Ruger Cir.
2032 N
Ruger Cir.
2031 N
Ruger Ct.
2036 N
Ruger Cir.
2040 N
Ruger Cir.
2044 N
Ruger Cir.
2043 N
Ruger Cir.
2039 N
Ruger Cir.
2037 N
Ruger Cir.
2035 N
Ruger Cir.2033 N
Ruger Cir.
W 21st St.
2029 N
Ruger Ct.
2027 N
Ruger Ct.
2046 N Quail
Crossing St.
2040 N Quail
Crossing St.
2034 N Quail
Crossing St.
1212 W Quail
Crossing Ct.
W. Quail Crossing Ct.
1218 W Quail
Crossing Ct.
1224 W Quail
Crossing Ct.
926 W
Mountain
920 W
Mountain
1934
Remington
Cir.
N
M
o
u
n
t
a
i
n
C
t
.
Site Plan and Sampling Location Map
Project Number Figure
2
Legend:
Monitoring Well Location
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Soil Vapor Monitoring Point
Boring Location
Abandoned Soil Vapor Extraction Pilot Test Well
Property Line
Pipeline
Pipeline Easement Boundary
Lot Owned by Quail Crossing
Homeowner's Association
Excavation Area (2012)
Excavation Area (2015)
Scale in Feet
0 100 200
Aerial photograph provided by Google
Maps.com (dated February 20, 2017).
P
MW-1
Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
HOA
VP-1
B-1
B-1
STORMWATER
POND
B-1
MW-4
MW-1
MW-3
MW-2
MW-6
MW-9
MW-10
MW-8
HOA-1HOA-1
MW-11
MW-13
VP-1
VP-2
VP-3
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
Pipeline Release
Location
Excavation
(June 14, 2012)
MW-17
MW-19
MW-18
SVE-1
SVE-4
SVE-1
SVE-2
SVE-3
2015 Excavation
MW-5
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
PipelineRelease Location
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
1330
MW-61328.50
Project Number Figure
3
Scale in Feet
0 100 200
Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
STORMWATERPOND
Legend:
MW-4MW-5
MW-3
MW-2
MW-7
MW-9
MW-10
MW-8
MW-11
MW-14
Monitoring Well LocationGroundwater Elevation in Feet MSL
Groundwater Elevation Contour(Dashed Where Inferred)
Inferred Groundwater Flow Direction
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
P
MW-4
HOA
MW-16
MW-13
MW-12
MW-15
Groundwater Elevation Map -March 6, 2019
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
MW-17
MW-19MW-18
1322.98
1322.04
1323.22
1323.47
1323.21
1332.80
1323.21
1324.23
1323.33
1322.84
1322.95
1323.221322.83
1344.50
MW-221323.30
1323.24
MW-211332.68
1325
MW-5
MW-1
1325
1330 MW-20
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
MW-3 3/8/190.3720.200
LRHMRH
Project Number Figure
4
Scale in Feet
0 100 200
Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
Legend:Monitoring Well Location
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Dissolved-Phase Constituent Concentrations> KDHE Tier 2 RBSVs
Dissolved-Phase Constituent Not Detectedor < KDHE Tier 2 RBSVs
Sampling Date
Concentration in mg/L(Blue Text Indicates > KDHE Tier 2 RBSVs)
Analyte SampledLRH = Low-Range HydrocarbonMRH = Medium-Range Hydrocarbon-- = Not AnalyzedNS = Not Sampled
P
MW-1
HOA
LRH and MRH Concentrations inGroundwater (March 2019)
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
NOTES:1) Primary and duplicate samples were analyzed by Method KS LRH andMethod KS MRH/HRH.2) The higher value result of the primary and its duplicate is shown.
N Mountain Ct.
MW-10
0.3720.200
<0.1000.200
MW-2
HOA-1
STORMWATERPOND
3/7/19
<0.100<0.0948
<0.100<0.0948 1.49
0.742<0.100
<0.0949
<0.100<0.0965
<0.100<0.0944
0.2260.155
MW-18
<0.100<0.0948
1.352.41
LRHMRH
LRHMRH
LRHMRH
LRHMRH
LRHMRH
LRHMRH
MW-1LRHMRH
LRHMRH
MW-6LRHMRH
MW-3LRHMRH MW-9
LRHMRH
MW-4LRHMRH
MW-19LRHMRH
MW-17LRHMRH
<0.100<0.0948
MW-21LRHMRH
0.6820.649
MW-22LRHMRH
2.123.81
MW-20LRHMRH
ReleaseArea
<0.100<0.0947
LRHMRH
2005 NColt Ct.
<0.100<0.0951
<0.100<0.0948
2020 NRuger Cir. 3/7/19
3/7/19
3/6/19
3/6/19
3/7/19
3/6/19
3/6/19
3/8/193/6/19
3/7/19
3/8/19
3/7/193/6/19
3/6/19
3/7/19
3/7/19
0.3990.535
3/7/19
MW-5
MW-7
MW-14
MW-16
MW-12
MW-15
MW-5
<0.100<0.0949
3/6/19LRHMRH
1.113.11
3/7/19LRHMRH
NS
NS
NS
NS
NS
NS
NS
NS
<0.100<0.0949
MW-11LRHMRH
3/8/19
MW-8LRHMRH
<0.100<0.0958
3/6/19
<0.100<0.0954
MW-13LRHMRH
3/6/19
NS
NS
<0.100<0.0974
3/22/19
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
3/8/19MW-3BENNAP
0.0853<0.001
MW-12
Project Number Figure
Scale in Feet
0 100 200
Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
N Mountain Ct.
MW-10MW-2
HOA-1
STORMWATERPOND
3/6/19
3/6/19BENNAP
BENNAP
BENNAP
BENNAP
BENNAP
MW-1BENNAP
MW-6BENNAP
MW-4BENNAP0.0552
0.0472
3/6/19MW-22BENNAP
5
Legend:Monitoring Well Location
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Dissolved-Phase Constituent Concentrations> KDHE Tier 2 RBSVs
Dissolved-Phase Constituent Not Detectedor < KDHE Tier 2 RBSVs
Sampling Date
Concentration in mg/L(Blue Text Indicates > KDHE Tier 2 RBSVs)
Analyte SampledBEN = BenzeneNAP = Naphthalene-- = Not AnalyzedNS = Not Sampled
P
MW-1
HOA
Benzene and Naphthalene Concentrations inGroundwater (March 2019)
NOTE:1) Primary and duplicate samples were analyzed byMethod 8260C.2) The higher value result of the primary and itsduplicate is shown.
0.1290.0295
<0.001<0.001
ReleaseArea
MW-3BENNAP
2005 NColt Ct.
BENNAP
BENNAP
2020 NRuger Cir.
MW-21BENNAP
MW-9BENNAP
0.3560.183
MW-20BENNAP
3/7/19
MW-5
MW-7
MW-14
MW-16
MW-15
MW-5
0.04640.0150
3/7/19BENNAP
BENNAP
NS
NS
NS
NS
NS
NS
NS
NS
MW-11BENNAP
MW-8
MW-13BENNAP
NS
BENNAP
NS
0.09320.0148
MW-19BENNAP
3/7/19
MW-18BENNAP
0.3300.129
MW-17BENNAP
3/7/19
0.06860.00248
3/7/19
<0.001<0.001
3/7/19
<0.001<0.001
3/22/19
0.00114<0.001
3/6/19
<0.001<0.001
3/7/19
<0.001<0.001
3/7/19<0.001<0.001
3/7/19
<0.001<0.001
3/6/19
<0.001<0.001
3/6/19
<0.001<0.001
3/6/19
<0.001<0.001
3/6/19
<0.001<0.001
3/8/19
<0.001<0.001
3/8/19
<0.001<0.001
3/6/19
<0.001<0.001
3/6/19
<0.001<0.001
3/6/19
0.0853<0.001
3/8/19
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
PipelineRelease Location
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
Project Number Figure
6Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
HOA-1
N Mountain Ct.
LRH Isoconcentration Map (March 2019)
MW-2 MW-6
MW-9
MW-11
MW-13<0.100
<0.100
<0.100
<0.100
<0.100
0.35
MW-4<0.100
STORMWATERPOND
<0.100
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
MW-17
1.11
Legend:Monitoring Well LocationLow-Range Hydrocarbon (LRH)Concentration in mg/L
Indicates LRH was Not Detected
Not Sampled
LRH Isoconcentration Contour
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
MW-190.399
<0.100
P
0.35
HOA
MW-10
MW-1 MW-3
MW-8
<0.100
<0.100
Scale in Feet
0 100 200
1.35
MW-19
MW-220.682
MW-20
MW-21
<0.100
0.399
<0.100
<0.100
<0.100
<0.100
<0.100
2.12
<0.100
0.372
MW-180.226
Monitoring Well
Irrigation Well
NS
MW-5
MW-7
MW-14
MW-16
MW-12
MW-15
MW-5
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
PipelineRelease Location
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
Project Number Figure
7Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
HOA-1
N Mountain Ct.
MRH Isoconcentration Map (March 2019)
MW-2 MW-6
MW-9
MW-11
MW-13<0.0954
<0.0949
<0.0948
0.15
MW-4<0.0951
STORMWATERPOND
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
MW-17
Legend:Monitoring Well LocationMedium-Range Hydrocarbon (MRH)Concentration in mg/L
Indicates MRH was Not Detected
Not Sampled
MRH Isoconcentration Contour
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
MW-190.535
<0.0951
P
0.15
HOA
MW-10
MW-1
MW-8
3.81
<0.0974
Scale in Feet
0 100 200
<0.0958
<0.0949
MW-220.649
MW-20
MW-21
MW-30.200 <0.09653.11
<0.0949
<0.0948
<0.0948
<0.0944
<0.0947
<0.0948
0.200
MW-190.535
MW-18
Monitoring Well
Irrigation Well
NS
<0.0948
2.41
0.155
MW-5
MW-7
MW-14
MW-16
MW-12
MW-15
MW-5
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
TT
T
T
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
PipelineRelease Location
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
<0.001
<0.001
Project Number Figure
8Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
Benzene Isoconcentration Map(March 2019)
Legend:Monitoring Well LocationBenzene Concentration in mg/L
Indicates Benzene was Not Detected
Not Sampled
Benzene Isoconcentration Contour
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
MW-190.0932
HOA-1
N Mountain Ct.
MW-4
MW-2
MW-9
MW-10
0.00114
STORMWATERPOND
MW-11
MW-13
<0.001
<0.001
<0.001
<0.001
0.005
P
0.005
HOA
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
MW-17
0.0464
MW-1
MW-6
MW-8
0.356
<0.001
Scale in Feet
0 100 200
MW-18
MW-220.0552
MW-20
MW-21
MW-30.0853
0.330
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-190.0932
0.0686
Monitoring Well
Irrigation Well
NS
MW-5
MW-7
MW-14
MW-16
MW-12
MW-15
MW-5
<0.001
<0.001
<0.001
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NuStar Easement Boundary
50'
MW-7
MW-14
MW-16
MW-15
Dra
inag
eD
itch
TT
T
T
PP
P
MW-12
50'
PP
PP
PP
PP
PP
PP
P
PP
PP
PP
PP
PP
MW-5
W Mountain
NC
oltC
t.
N Ruger
Cir.N
Qua
ilC
ross
ing
St.
2006 NColt Ct.
2004 NColt Ct.
2002 NColt Ct.
2001 NColt Ct.
2005 NColt Ct.
2007 NColt Ct.
2022 N QuailCrossing St.
2019 NRuger Cir.
1023 WMountain
2020 NRuger Cir.
PipelineRelease Location
N Ruger Ct.
2008 NQuail Crossing St.
2002 NQuail Crossing St.
1950 NQuail Crossing St.
1942 NQuail Crossing St.
1936 NQuail Crossing St.
1930 NQuail Crossing St.
1019 WMountain
1017 WMountain
1013 WMountain
1009 WMountain
Rem
ingt
onC
ir.
NQ
uail C
ross
ing
St.
1012 WMountain
1006 WMountain
2030 N QuailCrossing St.1211 W Quail
Crossing Ct.1217 W QuailCrossing Ct.
1221 W QuailCrossing Ct.
HOA
2024 NRuger Cir.
2021 NRuger Ct.
2023 NRuger Ct.
2007 NMountain Ct.
2009 NMountain Ct.
2011 NMountain Ct.
2010 NMountain Ct.
HOA
HOA
2025 NRuger Ct.
2028 NRuger Cir.
2032 NRuger Cir.
2031 NRuger Ct.
2036 NRuger Cir.
2040 NRuger Cir.
2044 NRuger Cir.
2043 NRuger Cir.
2039 NRuger Cir.2037 N
Ruger Cir.2035 NRuger Cir.2033 N
Ruger Cir.
W 21st St.
2029 NRuger Ct.
2027 NRuger Ct.
2046 N QuailCrossing St.
2040 N QuailCrossing St.
2034 N QuailCrossing St.
1212 W QuailCrossing Ct.
W. Quail Crossing Ct.
1218 W QuailCrossing Ct.
1224 W QuailCrossing Ct.
926 WMountain 920 W
Mountain
1934Remington
Cir.
N Mountain Ct.
Project Number Figure
9Apex Companies, LLC3015 SW First AvenuePortland, Oregon 97201
Legend:Monitoring Well LocationNaphthalene Concentration in mg/L
Indicates Naphthalene was Not Detected
Not Sampled
Naphthalene Isoconcentration
Abandoned Monitoring Well Location
Irrigation Well; Deactivated Wells =
Property Line
Pipeline
Pipeline Easement Boundary
Stormwater Discharge
Energy Dissipator
Slope Indicator
Lot Owned by Quail CrossingHomeowner's Association
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
Concentration > KDHE Tier 2 RBSVNot Detected or < KDHE Tier 2 RBSV
MW-19
HOA-1
N Mountain Ct.
Naphthalene Isoconcentration Map (March 2019)
MW-2 MW-6
MW-9
MW-10
MW-8
MW-11
MW-13
0.0148
<0.001
<0.001
<0.001
MW-4
STORMWATERPOND
<0.001
P
0.001
HOA
1641-16
May 2019
First Quarter 2019 Groundwater Monitoring ReportNuStar Pipeline Operating Partnership L.P.
Andover, Kansas
MW-17
0.0150
Scale in Feet
0 100 200
MW-22
MW-21
MW-30.129<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001<0.001
Monitoring Well
Irrigation Well
NS
<0.001
0.0472
MW-10.183
0.001
MW-18MW-20
<0.001
MW-190.0148
0.00248
<0.001
MW-7
MW-14
MW-16
MW-12
MW-15
MW-5
<0.001
<0.001
<0.001MW-5
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Appendix A Field Data Sheets
Appendix B Historical Groundwater Elevations and SPH Removal Data
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/8/2013 24.64 -- -- 1327.498/13/2013 24.36 -- -- 1327.778/21/2013 23.79 -- -- 1328.348/28/2013 25.21 -- -- 1326.929/5/2013 27.19 -- -- 1324.94
9/11/2013 25.93 -- -- 1326.209/17/2013 25.92 -- -- 1326.219/23/2013 28.49 -- -- 1323.649/30/2013 23.00 -- -- 1329.1310/10/2013 25.28 -- -- 1326.8510/17/2013 26.21 -- -- 1325.9210/23/2013 23.55 -- -- 1328.5810/31/2013 24.28 -- -- 1327.8511/6/2013 NM -- -- NM11/13/2013 23.04 -- -- 1329.0911/20/2013 22.84 -- -- 1329.2911/26/2013 24.88 -- -- 1327.2512/3/2013 30.19 -- -- 1321.9412/11/2013 31.12 -- -- 1321.0112/19/2013 31.38 -- -- 1320.7512/27/2013 31.50 -- -- 1320.63
1/3/2014 NM -- -- NM1/10/2014 31.41 -- -- 1320.721/16/2014 31.01 -- -- 1321.121/21/2014 31.31 -- -- 1320.821/27/2014 30.78 -- -- 1321.352/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 31.75 -- -- 1320.382/26/2014 31.70 -- -- 1320.433/4/2014 31.62 -- -- 1320.51
3/13/2014 31.44 -- -- 1320.693/18/2014 31.41 -- -- 1320.723/27/2014 31.55 -- -- 1320.584/3/2014 31.69 -- -- 1320.444/7/2014 31.44 -- -- 1320.69
4/17/2014 31.44 -- -- 1320.694/22/2014 31.45 -- -- 1320.684/29/2014 31.80 -- -- 1320.335/8/2014 31.75 -- -- 1320.38
5/13/2014 31.49 -- -- 1320.645/20/2014 31.50 -- -- 1320.635/29/2014 30.49 -- -- 1321.64
Please refer to notes at end of table.
MW-1 4.0 1352.13 35.0 20-35
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
6/3/2014 31.64 -- -- 1320.496/10/2014 31.65 -- -- 1320.486/18/2014 31.50 -- -- 1320.636/24/2014 31.15 -- -- 1320.987/1/2014 31.66 -- -- 1320.47
7/10/2014 31.79 -- -- 1320.347/15/2014 31.82 -- -- 1320.317/22/2014 31.31 -- -- 1320.827/31/2014 31.65 -- -- 1320.488/5/2014 31.78 -- -- 1320.35
8/14/2014 31.73 -- -- 1320.408/20/2014 31.68 -- -- 1320.458/26/2014 31.79 -- -- 1320.349/3/2014 31.79 -- -- 1320.34
9/10/2014 31.71 -- -- 1320.429/17/2014 31.72 -- -- 1320.419/24/2014 31.75 -- -- 1320.3810/1/2014 31.65 -- -- 1320.4810/8/2014 31.89 -- -- 1320.2410/16/2014 29.99 -- -- 1322.1410/21/2014 31.35 -- -- 1320.7810/28/2014 31.39 -- -- 1320.7411/4/2014 31.72 -- -- 1320.4111/11/2014 31.71 -- -- 1320.4211/18/2014 31.71 -- -- 1320.4211/25/2014 31.44 -- -- 1320.6912/3/2014 31.67 -- -- 1320.4612/9/2014 31.48 -- -- 1320.6512/17/2014 31.77 -- -- 1320.3612/23/2014 31.81 -- -- 1320.3212/31/2014 31.44 -- -- 1320.69
1/7/2015 31.75 -- -- 1320.381/14/2015 31.44 -- -- 1320.691/20/2015 31.45 -- -- 1320.681/28/2015 31.42 -- -- 1320.712/4/2015 31.44 -- -- 1320.692/9/2015 31.62 -- -- 1320.51
3/20/2015 31.38 -- -- 1320.754/20/2015 31.39 -- -- 1320.745/22/2015 31.20 -- -- 1320.936/10/2015 31.23 -- -- 1320.906/15/2015 31.31 -- -- 1320.827/22/2015 31.29 -- -- 1320.84
Please refer to notes at end of table.
20-35MW-1 (cont.) 4.0 1352.13 35.0
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/20/2015 31.35 -- -- 1320.789/14/2015 31.35 -- -- 1320.7810/20/2015 31.32 -- -- 1320.8111/24/2015 31.35 -- -- 1320.7812/14/2015 31.21 -- -- 1320.921/13/2016 31.19 -- -- 1320.942/16/2016 31.34 -- -- 1320.793/21/2016 31.34 -- -- 1320.796/20/2016 31.06 -- -- 1321.079/19/2016 30.73 -- -- 1321.4012/12/2016 31.09 -- -- 1321.043/27/2017 31.35 -- -- 1320.786/19/2017 28.94 -- -- 1323.199/18/2017 31.05 -- -- 1321.0812/11/2017 31.41 -- -- 1320.723/20/2018 31.42 -- -- 1320.716/20/2018 31.40 -- -- 1320.739/26/2018 31.18 -- -- 1320.9512/10/2018 30.43 -- -- 1321.70
3/6/2019 29.15 -- -- 1322.98
8/8/2013 31.93 -- -- 1321.248/13/2013 31.27 -- -- 1321.908/21/2013 30.85 -- -- 1322.328/28/2013 31.45 -- -- 1321.729/5/2013 31.45 -- -- 1321.72
9/11/2013 32.18 -- -- 1320.999/17/2013 32.10 -- -- 1321.079/23/2013 31.66 -- -- 1321.519/30/2013 32.55 -- -- 1320.6210/10/2013 29.11 -- -- 1324.0610/17/2013 31.91 -- -- 1321.2610/23/2013 32.47 -- -- 1320.7010/31/2013 32.19 -- -- 1320.9811/6/2013 31.46 -- -- 1321.7111/13/2013 31.96 -- -- 1321.2111/20/2013 31.19 -- -- 1321.9811/26/2013 31.38 -- -- 1321.7912/3/2013 30.94 -- -- 1322.2312/11/2013 NM -- -- NM12/19/2013 31.45 -- -- 1321.7212/27/2013 NM -- -- NM
1/3/2014 NM -- -- NM1/10/2014 NM -- -- NM1/16/2014 31.21 -- -- 1321.961/21/2014 31.49 -- -- 1321.681/27/2014 31.90 -- -- 1321.272/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 32.06 -- -- 1321.112/26/2014 31.96 -- -- 1321.21
Please refer to notes at end of table.
35.0 20-35
MW-2 2.0 1353.17 44 29-44
MW-1 (cont.) 4.0 1352.13
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
3/4/2014 32.41 -- -- 1320.763/13/2014 32.09 -- -- 1321.083/18/2014 31.86 -- -- 1321.313/27/2014 32.09 -- -- 1321.084/3/2014 32.16 -- -- 1321.014/7/2014 32.53 -- -- 1320.64
4/17/2014 32.73 -- -- 1320.444/22/2014 32.99 -- -- 1320.184/29/2014 33.08 -- -- 1320.095/8/2014 33.06 -- -- 1320.11
5/13/2014 33.90 -- -- 1319.275/20/2014 33.77 -- -- 1319.405/29/2014 33.15 -- -- 1320.026/3/2014 33.64 -- -- 1319.53
6/10/2014 33.00 -- -- 1320.176/18/2014 32.56 -- -- 1320.616/24/2014 31.89 -- -- 1321.287/1/2014 32.31 -- -- 1320.86
7/10/2014 31.60 -- -- 1321.577/15/2014 31.86 -- -- 1321.317/22/2014 32.41 -- -- 1320.767/31/2014 31.91 -- -- 1321.268/5/2014 32.25 -- -- 1320.92
8/14/2014 32.88 -- -- 1320.298/20/2014 32.54 -- -- 1320.638/26/2014 33.00 -- -- 1320.179/3/2014 32.96 -- -- 1320.21
9/10/2014 32.70 -- -- 1320.479/17/2014 32.58 -- -- 1320.599/24/2014 33.38 -- -- 1319.7910/1/2014 32.78 -- -- 1320.3910/8/2014 32.81 -- -- 1320.3610/16/2014 33.04 -- -- 1320.1310/21/2014 33.07 -- -- 1320.1010/28/2014 33.06 -- -- 1320.1111/4/2014 33.48 -- -- 1319.6911/11/2014 33.07 -- -- 1320.1011/25/2014 32.88 -- -- 1320.2912/3/2014 33.39 -- -- 1319.7812/9/2014 33.25 -- -- 1319.9212/17/2014 33.24 -- -- 1319.9312/23/2014 33.10 -- -- 1320.0712/31/2014 32.87 -- -- 1320.30
Please refer to notes at end of table.
29-44MW-2 (cont.) 2.0 1353.17 44
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/7/2015 NM -- -- NM1/14/2015 32.90 -- -- 1320.271/20/2015 32.93 -- -- 1320.241/28/2015 32.89 -- -- 1320.282/4/2015 32.92 -- -- 1320.252/9/2015 33.15 -- -- 1320.02
3/18/2015 32.87 -- -- 1320.304/20/2015 36.43 -- -- 1316.745/22/2015 35.23 -- -- 1317.946/15/2015 34.83 -- -- 1318.347/22/2015 35.13 -- -- 1318.048/20/2015 36.21 -- -- 1316.969/14/2015 35.87 -- -- 1317.3010/20/2015 36.23 -- -- 1316.9411/24/2015 35.81 -- -- 1317.3612/14/2015 34.08 -- -- 1319.091/13/2016 32.73 -- -- 1320.442/16/2016 32.69 -- -- 1320.483/21/2016 33.89 -- -- 1319.286/20/2016 33.46 -- -- 1319.719/19/2016 33.02 -- -- 1320.1512/12/2016 32.09 -- -- 1321.083/27/2017 33.04 -- -- 1320.136/19/2017 31.32 -- -- 1321.859/18/2017 35.09 -- -- 1318.0812/11/2017 33.75 -- -- 1319.423/20/2018 34.58 -- -- 1318.596/20/2018 34.95 -- -- 1318.229/26/2018 33.94 -- -- 1319.2312/10/2018 31.48 -- -- 1321.69
3/6/2019 30.33 -- -- 1322.84
8/8/2013 36.94 -- -- 1313.538/13/2013 34.71 -- -- 1315.768/21/2013 33.30 -- -- 1317.178/28/2013 39.26 -- -- 1311.219/5/2013 42.54 -- -- 1307.93
9/11/2013 45.19 -- -- 1305.289/17/2013 43.52 -- -- 1306.959/23/2013 43.34 -- -- 1307.139/30/2013 43.40 -- -- 1307.0710/10/2013 43.18 -- -- 1307.2910/17/2013 41.23 -- -- 1309.2410/23/2013 41.43 -- -- 1309.0410/31/2013 41.58 -- -- 1308.8911/6/2013 41.19 -- -- 1309.2811/13/2013 35.98 -- -- 1314.4911/20/2013 35.27 -- -- 1315.2011/26/2013 34.56 -- -- 1315.9112/3/2013 33.77 -- -- 1316.7012/11/2013 34.04 -- -- 1316.4312/19/2013 33.72 -- -- 1316.7512/27/2013 33.89 -- -- 1316.58
Please refer to notes at end of table.
MW-2 (cont.) 2.0 1353.17 44 29-44
40-60MW-3 2.0 1350.47 60
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/3/2014 NM -- -- NM1/10/2014 33.47 -- -- 1317.001/16/2014 33.68 -- -- 1316.791/21/2014 33.84 -- -- 1316.631/27/2014 34.04 -- -- 1316.432/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 34.00 -- -- 1316.472/26/2014 34.24 -- -- 1316.233/4/2014 34.36 -- -- 1316.11
3/13/2014 34.42 -- -- 1316.053/18/2014 34.35 -- -- 1316.123/27/2014 34.68 -- -- 1315.794/3/2014 35.39 -- -- 1315.084/7/2014 36.20 -- -- 1314.27
4/17/2014 37.95 -- -- 1312.524/22/2014 39.94 -- -- 1310.534/29/2014 41.00 -- -- 1309.475/8/2014 45.96 -- -- 1304.51
5/13/2014 47.00 -- -- 1303.475/20/2014 49.95 -- -- 1300.525/29/2014 47.07 -- -- 1303.406/3/2014 47.89 -- -- 1302.58
6/10/2014 44.14 -- -- 1306.336/18/2014 42.60 -- -- 1307.876/24/2014 41.62 -- -- 1308.857/1/2014 39.58 -- -- 1310.89
7/10/2014 40.35 -- -- 1310.127/15/2014 42.02 -- -- 1308.457/22/2014 42.80 -- -- 1307.677/31/2014 43.14 -- -- 1307.338/5/2014 47.55 -- -- 1302.92
8/14/2014 45.85 -- -- 1304.628/20/2014 49.15 -- -- 1301.328/26/2014 51.32 -- -- 1299.159/3/2014 51.10 -- -- 1299.37
9/10/2014 51.71 -- -- 1298.769/17/2014 51.84 -- -- 1298.639/24/2014 52.93 -- -- 1297.5410/1/2014 53.93 -- -- 1296.54
Please refer to notes at end of table.
MW-3 (cont.) 2.0 1350.47 60 40-60
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/8/2014 53.91 -- -- 1296.5610/16/2014 50.41 -- -- 1300.0610/21/2014 51.06 -- -- 1299.4110/28/2014 50.29 -- -- 1300.1811/4/2014 51.00 -- -- 1299.4711/11/2014 49.17 -- -- 1301.3011/25/2014 45.30 -- -- 1305.1712/3/2014 44.10 -- -- 1306.3712/9/2014 43.67 -- -- 1306.8012/17/2014 42.83 -- -- 1307.6412/23/2014 47.12 -- -- 1303.3512/31/2014 29.37 -- -- 1321.10
1/7/2015 NM -- -- NM1/14/2015 41.35 -- -- 1309.121/20/2015 41.36 -- -- 1309.111/28/2015 42.22 -- -- 1308.252/4/2015 41.12 -- -- 1309.352/9/2015 40.60 -- -- 1309.87
3/18/2015 41.02 -- -- 1309.454/20/2015 45.61 -- -- 1304.865/22/2015 40.21 -- -- 1310.266/15/2015 38.21 -- -- 1312.267/22/2015 39.69 -- -- 1310.788/20/2015 44.40 -- -- 1306.079/14/2015 43.33 -- -- 1307.1410/20/2015 45.10 -- -- 1305.3711/24/2015 39.69 -- -- 1310.7812/14/2015 35.42 -- -- 1315.051/13/2016 32.61 -- -- 1317.862/16/2016 32.13 -- -- 1318.343/21/2016 34.17 -- -- 1316.306/20/2016 37.74 -- -- 1312.739/19/2016 34.52 -- -- 1315.9512/12/2016 31.00 -- -- 1319.473/27/2017 32.90 -- -- 1317.576/19/2017 32.53 -- -- 1317.949/18/2017 45.78 -- -- 1304.6912/11/2017 36.69 -- -- 1313.783/20/2018 39.75 -- -- 1310.726/20/2018 53.60 -- -- 1296.879/26/2018 46.51 -- -- 1303.9612/10/2018 31.26 -- -- 1319.21
3/6/2019 28.43 -- -- 1322.04
8/8/2013 28.89 -- -- 1321.848/13/2013 28.85 -- -- 1321.888/21/2013 28.18 -- -- 1322.558/28/2013 28.56 -- -- 1322.179/5/2013 29.16 -- -- 1321.57
9/11/2013 29.55 -- -- 1321.189/17/2013 30.06 -- -- 1320.679/23/2013 30.32 -- -- 1320.419/30/2013 30.11 -- -- 1320.62
Please refer to notes at end of table.
MW-4 1350.73
MW-3 (cont.) 60 40-60
412.0
2.0 1350.47
26-41
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/10/2013 30.45 -- -- 1320.2810/17/2013 30.43 -- -- 1320.3010/23/2013 30.36 -- -- 1320.3710/31/2013 30.14 -- -- 1320.5911/6/2013 29.78 -- -- 1320.9511/13/2013 30.21 -- -- 1320.5211/20/2013 29.81 -- -- 1320.9211/26/2013 30.34 -- -- 1320.3912/3/2013 30.64 -- -- 1320.0912/11/2013 30.19 -- -- 1320.5412/19/2013 30.47 -- -- 1320.2612/27/2013 30.43 -- -- 1320.30
1/3/2014 NM -- -- NM1/10/2014 29.44 -- -- 1321.291/16/2014 29.38 -- -- 1321.351/21/2014 29.53 -- -- 1321.201/27/2014 30.36 -- -- 1320.372/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 30.61 -- -- 1320.122/26/2014 31.56 -- -- 1319.173/4/2014 30.54 -- -- 1320.19
3/13/2014 30.56 -- -- 1320.173/18/2014 30.80 -- -- 1319.933/27/2014 30.72 -- -- 1320.014/3/2014 30.49 -- -- 1320.244/7/2014 30.53 -- -- 1320.20
4/17/2014 30.54 -- -- 1320.194/22/2014 31.02 -- -- 1319.714/29/2014 31.25 -- -- 1319.485/8/2014 31.59 -- -- 1319.14
5/13/2014 31.30 -- -- 1319.435/20/2014 31.73 -- -- 1319.005/29/2014 31.63 -- -- 1319.106/3/2014 32.68 -- -- 1318.05
6/10/2014 32.52 -- -- 1318.216/18/2014 31.71 -- -- 1319.026/24/2014 30.73 -- -- 1320.007/1/2014 30.60 -- -- 1320.13
7/10/2014 30.39 -- -- 1320.347/15/2014 30.56 -- -- 1320.177/22/2014 30.34 -- -- 1320.397/31/2014 30.52 -- -- 1320.21
Please refer to notes at end of table.
MW-4 (cont.) 41 26-412.0 1350.73
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/5/2014 30.69 -- -- 1320.048/14/2014 30.61 -- -- 1320.128/20/2014 30.81 -- -- 1319.928/26/2014 30.73 -- -- 1320.009/3/2014 30.91 -- -- 1319.82
9/10/2014 30.82 -- -- 1319.919/17/2014 30.91 -- -- 1319.829/24/2014 29.98 -- -- 1320.7510/1/2014 31.26 -- -- 1319.4710/8/2014 31.29 -- -- 1319.4410/16/2014 31.20 -- -- 1319.5310/21/2014 31.11 -- -- 1319.6210/28/2014 30.94 -- -- 1319.7911/4/2014 31.13 -- -- 1319.6011/11/2014 31.03 -- -- 1319.7011/25/2014 31.35 -- -- 1319.3812/3/2014 31.41 -- -- 1319.3212/9/2014 31.43 -- -- 1319.3012/17/2014 31.44 -- -- 1319.2912/23/2014 31.52 -- -- 1319.2112/31/2014 31.71 -- -- 1319.02
1/7/2015 NM -- -- NM1/14/2015 31.52 -- -- 1319.211/20/2015 31.55 -- -- 1319.181/28/2015 31.66 -- -- 1319.072/4/2015 31.70 -- -- 1319.032/9/2015 31.75 -- -- 1318.98
3/18/2015 31.22 -- -- 1319.514/20/2015 34.10 -- -- 1316.635/22/2015 31.25 -- -- 1319.486/10/2015 29.28 -- -- 1321.456/15/2015 29.02 -- -- 1321.717/22/2015 29.55 -- -- 1321.188/20/2015 29.65 -- -- 1321.089/14/2015 29.60 -- -- 1321.1310/20/2015 30.31 -- -- 1320.4211/24/2015 30.37 -- -- 1320.3612/14/2015 29.69 -- -- 1321.041/13/2016 29.95 -- -- 1320.782/16/2016 30.16 -- -- 1320.573/21/2016 30.29 -- -- 1320.446/20/2016 29.15 -- -- 1321.589/19/2016 28.31 -- -- 1322.4212/12/2016 29.32 -- -- 1321.413/27/2017 30.47 -- -- 1320.266/19/2017 27.98 -- -- 1322.759/18/2017 30.15 -- -- 1320.5812/11/2017 30.23 -- -- 1320.503/20/2018 30.46 -- -- 1320.276/20/2018 31.90 -- -- 1318.839/26/2018 29.44 -- -- 1321.2912/10/2018 28.81 -- -- 1321.92
3/6/2019 27.52 -- -- 1323.21
Please refer to notes at end of table.
2.0 1350.73 41MW-4 (cont.) 26-41
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/8/2013 19.61 -- -- 1333.168/13/2013 19.39 -- -- 1333.388/21/2013 19.66 -- -- 1333.118/28/2013 20.02 -- -- 1332.759/5/2013 20.54 -- -- 1332.23
9/11/2013 20.81 -- -- 1331.969/17/2013 21.03 -- -- 1331.749/23/2013 21.00 -- -- 1331.779/30/2013 21.17 -- -- 1331.6010/10/2013 21.45 -- -- 1331.3210/17/2013 21.18 -- -- 1331.5910/23/2013 21.20 -- -- 1331.5710/31/2013 21.19 -- -- 1331.5811/6/2013 20.91 -- -- 1331.8611/13/2013 20.79 -- -- 1331.9811/20/2013 20.18 -- -- 1332.5911/26/2013 21.29 -- -- 1331.4812/3/2013 20.84 -- -- 1331.9312/11/2013 20.96 -- -- 1331.8112/19/2013 20.54 -- -- 1332.2312/27/2013 20.82 -- -- 1331.95
1/3/2014 NM -- -- NM1/10/2014 20.19 -- -- 1332.581/16/2014 20.90 -- -- 1331.871/21/2014 21.04 -- -- 1331.731/27/2014 20.84 -- -- 1331.932/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 21.23 -- -- 1331.542/26/2014 21.02 -- -- 1331.753/4/2014 21.05 -- -- 1331.72
3/13/2014 20.98 -- -- 1331.793/18/2014 20.86 -- -- 1331.913/27/2014 20.97 -- -- 1331.804/3/2014 21.70 -- -- 1331.074/7/2014 21.05 -- -- 1331.72
4/17/2014 21.10 -- -- 1331.674/22/2014 21.30 -- -- 1331.474/29/2014 21.15 -- -- 1331.625/8/2014 21.33 -- -- 1331.44
5/13/2014 21.17 -- -- 1331.605/20/2014 21.48 -- -- 1331.295/29/2014 21.41 -- -- 1331.36
Please refer to notes at end of table.
15-30MW-5 2.0 1352.77 30
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
6/3/2014 21.16 -- -- 1331.616/10/2014 20.65 -- -- 1332.126/18/2014 20.30 -- -- 1332.476/24/2014 19.96 -- -- 1332.817/1/2014 19.74 -- -- 1333.03
7/10/2014 19.91 -- -- 1332.867/15/2014 20.10 -- -- 1332.677/22/2014 20.04 -- -- 1332.737/31/2014 20.26 -- -- 1332.518/5/2014 20.29 -- -- 1332.48
8/14/2014 20.23 -- -- 1332.548/20/2014 20.24 -- -- 1332.538/26/2014 20.37 -- -- 1332.409/3/2014 20.44 -- -- 1332.33
9/10/2014 20.43 -- -- 1332.349/17/2014 20.54 -- -- 1332.239/24/2014 20.66 -- -- 1332.1110/1/2014 20.59 -- -- 1332.1810/8/2014 20.58 -- -- 1332.1910/16/2014 20.39 -- -- 1332.3810/21/2014 22.90 -- -- 1329.8710/28/2014 20.14 -- -- 1332.6311/4/2014 20.33 -- -- 1332.4411/11/2014 20.39 -- -- 1332.3811/25/2014 20.44 -- -- 1332.3312/3/2014 20.59 -- -- 1332.1812/9/2014 20.78 -- -- 1331.9912/17/2014 20.68 -- -- 1332.0912/23/2014 20.60 -- -- 1332.1712/31/2014 20.61 -- -- 1332.16
1/7/2015 NM -- -- NM1/14/2015 20.56 -- -- 1332.211/20/2015 20.55 -- -- 1332.221/28/2015 20.58 -- -- 1332.192/4/2015 20.69 -- -- 1332.082/9/2015 20.58 -- -- 1332.19
3/18/2015 20.80 -- -- 1331.974/20/2015 21.01 -- -- 1331.765/22/2015 20.25 -- -- 1332.526/10/2015 19.44 -- -- 1333.336/15/2015 19.60 -- -- 1333.177/22/2015 19.82 -- -- 1332.958/20/2015 19.97 -- -- 1332.809/14/2015 20.06 -- -- 1332.71
Please refer to notes at end of table.
MW-5 (cont.) 2.0 1352.77 30 15-30
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/20/2015 20.24 -- -- 1332.5311/24/2015 20.40 -- -- 1332.3712/14/2015 19.82 -- -- 1332.951/13/2016 19.95 -- -- 1332.822/16/2016 20.49 -- -- 1332.283/21/2016 21.05 -- -- 1331.726/20/2016 19.73 -- -- 1333.049/19/2016 19.36 -- -- 1333.4112/12/2016 24.69 -- -- 1328.083/27/2017 29.03 -- -- 1323.746/19/2017 29.14 -- -- 1323.639/18/2017 29.10 -- -- 1323.6712/11/2017 29.00 -- -- 1323.773/20/2018 29.13 -- -- 1323.646/20/2018 29.10 -- -- 1323.679/11/2018
8/8/2013 15.67 -- -- 1334.098/13/2013 18.34 -- -- 1331.428/21/2013 17.40 -- -- 1332.368/28/2013 17.95 -- -- 1331.819/5/2013 18.32 -- -- 1331.44
9/11/2013 18.21 -- -- 1331.559/17/2013 18.44 -- -- 1331.329/23/2013 18.30 -- -- 1331.469/30/2013 18.69 -- -- 1331.0710/10/2013 18.84 -- -- 1330.9210/17/2013 18.76 -- -- 1331.0010/23/2013 18.69 -- -- 1331.0710/31/2013 18.57 -- -- 1331.1911/6/2013 18.01 -- -- 1331.7511/13/2013 19.42 -- -- 1330.3411/20/2013 19.02 -- -- 1330.7411/26/2013 19.84 -- -- 1329.9212/3/2013 19.63 -- -- 1330.1312/11/2013 20.45 -- -- 1329.3112/19/2013 21.21 -- -- 1328.5512/27/2013 21.67 -- -- 1328.09
1/3/2014 NM -- -- NM1/10/2014 21.51 -- -- 1328.251/16/2014 21.48 -- -- 1328.281/21/2014 21.84 -- -- 1327.921/27/2014 22.26 -- -- 1327.502/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 22.00 -- -- 1327.762/26/2014 22.32 -- -- 1327.443/4/2014 22.06 -- -- 1327.70
3/13/2014 22.30 -- -- 1327.463/18/2014 22.14 -- -- 1327.623/27/2014 21.89 -- -- 1327.87
Please refer to notes at end of table.
2.0 1352.77 30 15-30
Well Abandoned
MW- 5 (cont.)
41 26-41MW-6 2.0 1349.76
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 12 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
4/3/2014 21.92 -- -- 1327.844/7/2014 22.37 -- -- 1327.39
4/17/2014 22.33 -- -- 1327.434/22/2014 22.41 -- -- 1327.354/29/2014 22.16 -- -- 1327.605/8/2014 22.02 -- -- 1327.74
5/13/2014 21.95 -- -- 1327.815/20/2014 22.46 -- -- 1327.305/29/2014 22.32 -- -- 1327.446/3/2014 22.09 -- -- 1327.67
6/10/2014 21.00 -- -- 1328.766/18/2014 20.54 -- -- 1329.226/24/2014 19.89 -- -- 1329.877/1/2014 19.46 -- -- 1330.30
7/10/2014 19.82 -- -- 1329.947/15/2014 19.86 -- -- 1329.907/22/2014 19.88 -- -- 1329.887/31/2014 20.00 -- -- 1329.768/5/2014 20.28 -- -- 1329.48
8/14/2014 20.42 -- -- 1329.348/20/2014 20.56 -- -- 1329.208/26/2014 20.72 -- -- 1329.049/3/2014 20.98 -- -- 1328.78
9/10/2014 21.02 -- -- 1328.749/17/2014 21.49 -- -- 1328.279/24/2014 21.50 -- -- 1328.2610/1/2014 21.57 -- -- 1328.1910/8/2014 21.59 -- -- 1328.1710/16/2014 20.74 -- -- 1329.0210/21/2014 20.66 -- -- 1329.1010/28/2014 20.79 -- -- 1328.9711/4/2014 21.21 -- -- 1328.5511/11/2014 21.68 -- -- 1328.0811/25/2014 21.93 -- -- 1327.8312/3/2014 22.06 -- -- 1327.7012/9/2014 22.32 -- -- 1327.4412/17/2014 22.20 -- -- 1327.5612/23/2014 21.96 -- -- 1327.8012/31/2014 20.61 -- -- 1329.15
1/7/2015 NM -- -- NM1/14/2015 22.59 -- -- 1327.171/20/2015 22.45 -- -- 1327.311/28/2015 22.54 -- -- 1327.22
Please refer to notes at end of table.
1349.76 41 26-41MW-6 (cont.) 2.0
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 13 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
2/4/2015 22.59 -- -- 1327.172/9/2015 22.77 -- -- 1326.99
3/18/2015 22.62 -- -- 1327.144/20/2015 23.05 -- -- 1326.715/22/2015 22.25 -- -- 1327.516/15/2015 20.45 -- -- 1329.317/22/2015 20.66 -- -- 1329.108/20/2015 20.73 -- -- 1329.039/14/2015 20.48 -- -- 1329.2810/20/2015 21.11 -- -- 1328.6511/24/2015 22.17 -- -- 1327.5912/14/2015 20.57 -- -- 1329.191/13/2016 20.51 -- -- 1329.252/16/2016 21.49 -- -- 1328.273/21/2016 22.22 -- -- 1327.546/20/2016 20.74 -- -- 1329.029/19/2016 20.12 -- -- 1329.6412/12/2016 20.79 -- -- 1328.973/27/2017 22.41 -- -- 1327.356/19/2017 19.24 -- -- 1330.529/18/2017 22.01 -- -- 1327.7512/11/2017 24.13 -- -- 1325.633/20/2018 25.38 -- -- 1324.386/20/2018 23.40 -- -- 1326.369/26/2018 20.15 -- -- 1329.6112/10/2018 21.91 -- -- 1327.85
3/6/2019 21.26 -- -- 1328.50
8/8/2013 13.32 -- -- 1335.668/13/2013 13.68 -- -- 1335.308/21/2013 14.03 -- -- 1334.958/28/2013 14.76 -- -- 1334.229/5/2013 15.44 -- -- 1333.54
9/11/2013 15.66 -- -- 1333.329/17/2013 15.78 -- -- 1333.209/23/2013 15.54 -- -- 1333.449/30/2013 15.39 -- -- 1333.5910/10/2013 15.65 -- -- 1333.3310/17/2013 15.68 -- -- 1333.3010/23/2013 15.64 -- -- 1333.3410/31/2013 15.66 -- -- 1333.3211/6/2013 15.11 -- -- 1333.8711/13/2013 15.21 -- -- 1333.7711/20/2013 15.62 -- -- 1333.3611/26/2013 15.89 -- -- 1333.0912/3/2013 16.03 -- -- 1332.9512/11/2013 16.45 -- -- 1332.5312/19/2013 16.41 -- -- 1332.5712/27/2013 16.59 -- -- 1332.39
Please refer to notes at end of table.
MW-7 2.0
MW-6 (cont.) 2.0 1349.76 41 '26-41
1348.98 24 9-24
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 14 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/3/2014 NM -- -- NM1/10/2014 16.47 -- -- 1332.511/16/2014 16.45 -- -- 1332.531/21/2014 16.66 -- -- 1332.321/27/2014 16.68 -- -- 1332.302/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 16.61 -- -- 1332.372/26/2014 16.64 -- -- 1332.343/4/2014 16.65 -- -- 1332.33
3/13/2014 16.73 -- -- 1332.253/18/2014 16.68 -- -- 1332.303/27/2014 16.56 -- -- 1332.424/3/2014 16.64 -- -- 1332.344/7/2014 16.60 -- -- 1332.38
4/17/2014 16.66 -- -- 1332.324/22/2014 16.70 -- -- 1332.284/29/2014 16.70 -- -- 1332.285/8/2014 16.95 -- -- 1332.03
5/13/2014 16.80 -- -- 1332.185/20/2014 15.69 -- -- 1333.295/29/2014 17.44 -- -- 1331.546/3/2014 16.13 -- -- 1332.85
6/10/2014 14.85 -- -- 1334.136/18/2014 15.52 -- -- 1333.466/24/2014 14.78 -- -- 1334.207/1/2014 14.74 -- -- 1334.24
7/10/2014 15.10 -- -- 1333.887/15/2014 15.31 -- -- 1333.677/22/2014 15.39 -- -- 1333.597/31/2014 15.72 -- -- 1333.268/5/2014 15.82 -- -- 1333.16
8/14/2014 15.59 -- -- 1333.398/20/2014 15.73 -- -- 1333.258/26/2014 15.90 -- -- 1333.089/3/2014 15.99 -- -- 1332.99
9/10/2014 16.03 -- -- 1332.959/17/2014 16.14 -- -- 1332.849/24/2014 16.24 -- -- 1332.7410/1/2014 16.16 -- -- 1332.8210/8/2014 16.17 -- -- 1332.81
Please refer to notes at end of table.
MW-7 (cont.) 2.0 1348.98 24 9-24
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 15 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/16/2014 15.50 -- -- 1333.4810/21/2014 15.65 -- -- 1333.3310/28/2014 15.64 -- -- 1333.3411/4/2014 16.02 -- -- 1332.9611/11/2014 16.04 -- -- 1332.9411/25/2014 16.37 -- -- 1332.6112/3/2014 16.46 -- -- 1332.5212/9/2014 16.54 -- -- 1332.4412/17/2014 16.52 -- -- 1332.4612/23/2014 16.41 -- -- 1332.5712/31/2014 16.48 -- -- 1332.50
1/7/2015 NM -- -- NM1/14/2015 16.49 -- -- 1332.491/20/2015 16.55 -- -- 1332.431/28/2015 16.56 -- -- 1332.422/4/2015 16.56 -- -- 1332.422/9/2015 16.58 -- -- 1332.40
3/18/2015 16.63 -- -- 1332.354/20/2015 16.10 -- -- 1332.885/22/2015 15.23 -- -- 1333.756/15/2015 14.91 -- -- 1334.077/22/2015 15.61 -- -- 1333.378/20/2015 15.70 -- -- 1333.289/14/2015 15.55 -- -- 1333.4310/20/2015 16.07 -- -- 1332.9111/24/2015 16.29 -- -- 1332.6912/14/2015 15.56 -- -- 1333.421/13/2016 15.75 -- -- 1333.232/16/2016 16.51 -- -- 1332.473/21/2016 16.65 -- -- 1332.336/20/2016 15.42 -- -- 1333.569/19/2016 14.45 -- -- 1334.5312/12/2016 16.18 -- -- 1332.803/27/2017 16.64 -- -- 1332.346/19/2017 15.19 -- -- 1333.799/18/2017 16.34 -- -- 1332.6412/11/2017 16.70 -- -- 1332.283/20/2018 17.23 -- -- 1331.756/20/2018 15.76 -- -- 1333.229/12/2018
8/8/2013 18.62 -- -- 1334.768/13/2013 18.13 -- -- 1335.258/21/2013 18.32 -- -- 1335.068/28/2013 19.21 -- -- 1334.179/5/2013 20.00 -- -- 1333.38
9/11/2013 20.35 -- -- 1333.039/17/2013 20.54 -- -- 1332.849/23/2013 20.59 -- -- 1332.799/30/2013 20.70 -- -- 1332.68
Please refer to notes at end of table.
MW-8 2.0 1353.38 30 15-30
MW-7 (cont.)
2.0 1348.98 24 9-24
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 16 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/10/2013 20.82 -- -- 1332.5610/17/2013 20.92 -- -- 1332.4610/23/2013 20.85 -- -- 1332.5310/31/2013 20.89 -- -- 1332.4911/6/2013 19.21 -- -- 1334.1711/13/2013 19.38 -- -- 1334.0011/20/2013 18.86 -- -- 1334.5211/26/2013 20.30 -- -- 1333.0812/3/2013 20.54 -- -- 1332.8412/11/2013 21.09 -- -- 1332.2912/19/2013 21.11 -- -- 1332.2712/27/2013 21.54 -- -- 1331.84
1/3/2014 NM -- -- NM1/10/2014 21.24 -- -- 1332.141/16/2014 21.70 -- -- 1331.681/21/2014 21.80 -- -- 1331.581/27/2014 21.88 -- -- 1331.502/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 22.15 -- -- 1331.232/26/2014 21.46 -- -- 1331.923/4/2014 21.84 -- -- 1331.54
3/13/2014 21.90 -- -- 1331.483/18/2014 21.70 -- -- 1331.683/27/2014 21.79 -- -- 1331.594/3/2014 21.95 -- -- 1331.434/7/2014 22.06 -- -- 1331.32
4/17/2014 22.29 -- -- 1331.094/22/2014 22.26 -- -- 1331.124/29/2014 22.20 -- -- 1331.185/8/2014 22.23 -- -- 1331.15
5/13/2014 22.42 -- -- 1330.965/20/2014 22.27 -- -- 1331.115/29/2014 22.43 -- -- 1330.956/3/2014 22.32 -- -- 1331.06
6/10/2014 21.73 -- -- 1331.656/18/2014 20.64 -- -- 1332.746/24/2014 20.00 -- -- 1333.387/1/2014 20.22 -- -- 1333.16
7/10/2014 20.24 -- -- 1333.147/15/2014 20.47 -- -- 1332.917/22/2014 20.64 -- -- 1332.747/31/2014 20.89 -- -- 1332.49
Please refer to notes at end of table.
2.0 1353.38 30 15-30MW-8 (cont.)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 17 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/5/2014 20.96 -- -- 1332.428/14/2014 21.09 -- -- 1332.298/20/2014 21.06 -- -- 1332.328/26/2014 21.24 -- -- 1332.149/3/2014 21.36 -- -- 1332.02
9/10/2014 21.44 -- -- 1331.949/17/2014 21.56 -- -- 1331.829/24/2014 21.69 -- -- 1331.6910/1/2014 21.65 -- -- 1331.7310/8/2014 21.70 -- -- 1331.6810/16/2014 21.53 -- -- 1331.8510/21/2014 21.32 -- -- 1332.0610/28/2014 20.98 -- -- 1332.4011/4/2014 21.09 -- -- 1332.2911/11/2014 21.09 -- -- 1332.2911/25/2014 21.21 -- -- 1332.1712/3/2014 21.48 -- -- 1331.9012/9/2014 21.69 -- -- 1331.6912/17/2014 21.74 -- -- 1331.6412/23/2014 21.61 -- -- 1331.7712/31/2014 21.73 -- -- 1331.65
1/7/2015 NM -- -- NM1/14/2015 21.64 -- -- 1331.741/20/2015 21.70 -- -- 1331.681/28/2015 21.72 -- -- 1331.662/4/2015 21.92 -- -- 1331.462/9/2015 21.88 -- -- 1331.50
3/18/2015 21.96 -- -- 1331.424/20/2015 22.25 -- -- 1331.135/22/2015 20.93 -- -- 1332.456/15/2015 19.93 -- -- 1333.457/22/2015 20.20 -- -- 1333.188/20/2015 20.64 -- -- 1332.749/14/2015 20.68 -- -- 1332.7010/20/2015 21.08 -- -- 1332.3011/24/2015 21.61 -- -- 1331.7712/14/2015 20.41 -- -- 1332.971/13/2016 20.53 -- -- 1332.852/16/2016 21.26 -- -- 1332.123/21/2016 22.04 -- -- 1331.346/20/2016 20.24 -- -- 1333.149/19/2016 19.08 -- -- 1334.3012/12/2016 21.25 -- -- 1332.133/27/2017 22.71 -- -- 1330.676/19/2017 20.47 -- -- 1332.919/18/2017 20.96 -- -- 1332.4212/11/2017 21.92 -- -- 1331.463/20/2018 23.61 -- -- 1329.776/20/2018 21.28 -- -- 1332.109/26/2018 DRY -- -- --12/10/2018 20.79 -- -- 1332.59
3/6/2019 20.58 -- -- 1332.80
Please refer to notes at end of table.
2.0 1353.38 30 15-30MW-8 (cont.)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 18 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/8/2013 28.61 -- -- 1320.878/13/2013 27.58 -- -- 1321.908/21/2013 27.52 -- -- 1321.968/28/2013 27.60 -- -- 1321.889/5/2013 28.28 -- -- 1321.20
9/11/2013 30.57 -- -- 1318.919/17/2013 30.05 -- -- 1319.439/23/2013 30.25 -- -- 1319.239/30/2013 30.45 -- -- 1319.0310/10/2013 30.76 -- -- 1318.7210/17/2013 30.69 -- -- 1318.7910/23/2013 30.73 -- -- 1318.7510/31/2013 30.11 -- -- 1319.3711/6/2013 30.03 -- -- 1319.4511/13/2013 29.54 -- -- 1319.9411/20/2013 28.66 -- -- 1320.8211/26/2013 28.67 -- -- 1320.8112/3/2013 28.40 -- -- 1321.0812/11/2013 28.55 -- -- 1320.9312/19/2013 28.55 -- -- 1320.9312/27/2013 NM -- -- NM
1/3/2014 NM -- -- NM1/10/2014 28.65 -- -- 1320.831/16/2014 28.75 -- -- 1320.731/21/2014 28.91 -- -- 1320.571/27/2014 28.93 -- -- 1320.552/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 29.09 -- -- 1320.392/26/2014 29.16 -- -- 1320.323/4/2014 NM -- -- NM
3/13/2014 29.31 -- -- 1320.173/18/2014 29.17 -- -- 1320.313/27/2014 28.59 -- -- 1320.894/3/2014 30.00 -- -- 1319.484/7/2014 30.25 -- -- 1319.23
4/17/2014 30.81 -- -- 1318.674/22/2014 31.06 -- -- 1318.424/29/2014 31.50 -- -- 1317.985/8/2014 31.81 -- -- 1317.67
5/13/2014 32.96 -- -- 1316.525/20/2014 33.39 -- -- 1316.095/29/2014 33.56 -- -- 1315.92
Please refer to notes at end of table.
1349.48 40 25-40MW-9 2.0
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 19 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
6/3/2014 33.61 -- -- 1315.876/10/2014 32.83 -- -- 1316.656/18/2014 31.25 -- -- 1318.236/24/2014 30.60 -- -- 1318.887/1/2014 30.14 -- -- 1319.34
7/10/2014 30.21 -- -- 1319.277/15/2014 30.46 -- -- 1319.027/22/2014 30.56 -- -- 1318.927/31/2014 NM -- -- NM8/5/2014 NM -- -- NM
8/14/2014 31.44 -- -- 1318.048/20/2014 NM -- -- NM8/26/2014 NM -- -- NM9/3/2014 NM -- -- NM
9/10/2014 32.21 -- -- NM9/17/2014 NM -- -- NM9/24/2014 32.98 -- -- 1316.5010/1/2014 32.50 -- -- 1316.9810/8/2014 32.52 -- -- 1316.9610/16/2014 32.24 -- -- 1317.2410/21/2014 NM -- -- NM10/28/2014 31.87 -- -- 1317.6111/4/2014 32.09 -- -- 1317.3911/11/2014 31.84 -- -- 1317.6411/25/2014 32.01 -- -- 1317.4712/3/2014 32.18 -- -- 1317.3012/9/2014 31.97 -- -- 1317.5112/17/2014 32.04 -- -- 1317.4412/23/2014 31.96 -- -- 1317.5212/31/2014 31.11 -- -- 1318.37
1/7/2015 NM -- -- NM1/14/2015 NM -- -- NM1/20/2015 NM -- -- NM1/28/2015 31.81 -- -- 1317.672/4/2015 31.90 -- -- 1317.582/9/2015 31.78 -- -- 1317.70
3/18/2015 31.59 -- -- 1317.894/20/2015 33.25 -- -- 1316.235/22/2015 31.55 -- -- 1317.936/15/2015 29.83 -- -- 1319.657/22/2015 28.87 -- -- 1320.618/20/2015 28.41 -- -- 1321.07
Please refer to notes at end of table.
25-40MW-9 (cont.) 2.0 1349.48 40
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 20 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
9/14/2015 30.24 -- -- 1319.2410/20/2015 31.07 -- -- 1318.4111/24/2015 30.87 -- -- 1318.6112/14/2015 29.22 -- -- 1320.261/13/2016 28.32 -- -- 1321.162/16/2016 28.32 -- -- 1321.163/21/2016 29.66 -- -- 1319.828/12/2016 30.50 -- -- 1318.989/19/2016 28.33 -- -- 1321.1512/12/2016 27.97 -- -- 1321.513/27/2017 29.24 -- -- 1320.246/19/2017 26.98 -- -- 1322.509/18/2017 32.21 -- -- 1317.2712/11/2017 30.50 -- -- 1318.983/20/2018 31.70 -- -- 1317.786/20/2018 32.89 -- -- 1316.599/26/2018 30.56 -- -- 1318.9212/10/2018 27.43 -- -- 1322.05
3/6/2019 26.26 -- -- 1323.228/8/2013 26.72 -- -- 1322.07
8/13/2013 25.39 -- -- 1323.408/21/2013 24.94 -- -- 1323.858/28/2013 25.94 -- -- 1322.859/5/2013 28.21 -- -- 1320.58
9/11/2013 28.42 -- -- 1320.379/17/2013 28.49 -- -- 1320.309/23/2013 28.46 -- -- 1320.339/30/2013 28.32 -- -- 1320.4710/10/2013 28.30 -- -- 1320.4910/17/2013 28.45 -- -- 1320.3410/23/2013 28.33 -- -- 1320.4610/31/2013 28.40 -- -- 1320.3911/6/2013 27.87 -- -- 1320.9211/13/2013 28.25 -- -- 1320.5411/20/2013 27.53 -- -- 1321.2611/26/2013 27.30 -- -- 1321.4912/3/2013 26.81 -- -- 1321.9812/11/2013 27.14 -- -- 1321.6512/19/2013 27.10 -- -- 1321.6912/27/2013 27.42 -- -- 1321.37
1/3/2014 NM -- -- NM1/10/2014 27.35 -- -- 1321.441/16/2014 27.51 -- -- 1321.281/21/2014 27.77 -- -- 1321.021/27/2014 27.47 -- -- 1321.322/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 27.53 -- -- 1321.262/26/2014 27.58 -- -- 1321.21
Please refer to notes at end of table.
1349.48 40
34 19-34MW-10 2.0 1348.79
MW-9 (cont.) 2.0
25-40
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 21 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
3/4/2014 27.66 -- -- 1321.133/13/2014 27.78 -- -- 1321.013/18/2014 27.65 -- -- 1321.143/27/2014 28.12 -- -- 1320.674/3/2014 28.36 -- -- 1320.434/7/2014 28.43 -- -- 1320.36
4/17/2014 28.41 -- -- 1320.384/22/2014 28.48 -- -- 1320.314/29/2014 28.50 -- -- 1320.295/8/2014 29.01 -- -- 1319.78
5/13/2014 29.08 -- -- 1319.715/20/2014 29.21 -- -- 1319.585/29/2014 28.95 -- -- 1319.846/3/2014 28.46 -- -- 1320.33
6/10/2014 28.25 -- -- 1320.546/18/2014 27.25 -- -- 1321.546/24/2014 NM -- -- NM7/1/2014 28.44 -- -- 1320.35
7/10/2014 28.28 -- -- 1320.517/15/2014 28.32 -- -- 1320.477/22/2014 28.28 -- -- 1320.517/31/2014 28.50 -- -- 1320.298/5/2014 28.47 -- -- 1320.32
8/14/2014 28.41 -- -- 1320.388/20/2014 28.40 -- -- 1320.398/26/2014 28.44 -- -- 1320.359/3/2014 29.46 -- -- 1319.33
9/10/2014 28.44 -- -- 1320.359/17/2014 28.46 -- -- 1320.339/24/2014 28.47 -- -- 1320.3210/1/2014 28.45 -- -- 1320.3410/8/2014 28.44 -- -- 1320.3510/16/2014 28.39 -- -- 1320.4010/21/2014 28.45 -- -- 1320.3410/28/2014 28.42 -- -- 1320.3711/4/2014 28.46 -- -- 1320.3311/11/2014 28.52 -- -- 1320.2711/25/2014 28.65 -- -- 1320.1412/3/2014 28.69 -- -- 1320.1012/9/2014 28.65 -- -- 1320.1412/17/2014 28.61 -- -- 1320.1812/23/2014 NM -- -- NM12/31/2014 29.36 -- -- 1319.43
Please refer to notes at end of table.
MW-10 (cont.) 2.0 1348.79 34 19-34
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 22 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/7/2015 NM -- -- NM1/14/2015 28.45 -- -- 1320.341/20/2015 28.42 -- -- 1320.371/28/2015 28.44 -- -- 1320.352/4/2015 28.49 -- -- 1320.302/9/2015 28.54 -- -- 1320.25
3/18/2015 28.42 -- -- 1320.374/20/2015 28.53 -- -- 1320.265/22/2015 28.27 -- -- 1320.526/15/2015 28.30 -- -- 1320.497/22/2015 29.56 -- -- 1319.238/20/2015 30.49 -- -- 1318.309/14/2015 28.40 -- -- 1320.3910/20/2015 28.39 -- -- 1320.4011/24/2015 28.40 -- -- 1320.3912/14/2015 28.36 -- -- 1320.431/13/2016 27.04 -- -- 1321.752/16/2016 26.97 -- -- 1321.823/21/2016 28.43 -- -- 1320.366/20/2016 28.16 -- -- 1320.639/19/2016 28.04 -- -- 1320.7512/12/2016 26.82 -- -- 1321.973/27/2017 28.33 -- -- 1320.466/19/2017 25.87 -- -- 1322.929/18/2017 28.41 -- -- 1320.3812/11/2017 28.44 -- -- 1320.353/20/2018 28.47 -- -- 1320.326/20/2018 28.38 -- -- 1320.419/26/2018 28.36 -- -- 1320.4312/10/2018 26.33 -- -- 1322.46
3/6/2019 25.32 -- -- 1323.479/30/2013 29.03 -- -- 1322.3110/10/2013 28.08 -- -- 1323.2610/17/2013 28.26 -- -- 1323.0810/23/2013 29.36 -- -- 1321.9810/31/2013 28.92 -- -- 1322.4211/6/2013 28.14 -- -- 1323.2011/13/2013 28.16 -- -- 1323.1811/20/2013 27.70 -- -- 1323.6411/26/2013 28.03 -- -- 1323.3112/3/2013 28.03 -- -- 1323.3112/11/2013 28.54 -- -- 1322.8012/19/2013 28.53 -- -- 1322.8112/27/2013 28.80 -- -- 1322.54
1/3/2014 NM -- -- NM1/10/2014 29.60 -- -- 1321.741/16/2014 28.89 -- -- 1322.451/21/2014 28.99 -- -- 1322.351/27/2014 28.91 -- -- 1322.43
Please refer to notes at end of table.
34 19-34
MW-11 2.0 1351.34 42 22-42
MW-10 (cont.) 2.0 1348.79
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 23 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
2/5/2014 NM -- -- NM2/12/2014 NM -- -- NM2/19/2014 28.52 -- -- 1322.822/26/2014 28.71 -- -- 1322.633/4/2014 28.61 -- -- 1322.73
3/13/2014 28.77 -- -- 1322.573/18/2014 28.51 -- -- 1322.833/27/2014 28.68 -- -- 1322.664/3/2014 28.77 -- -- 1322.574/7/2014 28.75 -- -- 1322.59
4/17/2014 28.79 -- -- 1322.554/22/2014 28.92 -- -- 1322.424/29/2014 28.90 -- -- 1322.445/8/2014 29.84 -- -- 1321.50
5/13/2014 29.91 -- -- 1321.435/20/2014 28.52 -- -- 1322.825/29/2014 30.09 -- -- 1321.256/3/2014 29.34 -- -- 1322.00
6/10/2014 28.71 -- -- 1322.636/18/2014 28.44 -- -- 1322.906/24/2014 28.09 -- -- 1323.257/1/2014 27.76 -- -- 1323.58
7/10/2014 27.85 -- -- 1323.497/15/2014 29.83 -- -- 1321.517/22/2014 28.13 -- -- 1323.217/31/2014 28.49 -- -- 1322.858/5/2014 28.49 -- -- 1322.85
8/14/2014 28.46 -- -- 1322.888/20/2014 28.54 -- -- 1322.808/26/2014 28.53 -- -- 1322.819/3/2014 28.60 -- -- 1322.74
9/10/2014 28.65 -- -- 1322.699/17/2014 28.69 -- -- 1322.659/24/2014 23.69 -- -- 1327.6510/1/2014 28.58 -- -- 1322.7610/8/2014 28.62 -- -- 1322.7210/16/2014 28.59 -- -- 1322.7510/21/2014 28.65 -- -- 1322.6910/28/2014 29.75 -- -- 1321.5911/4/2014 28.57 -- -- 1322.7711/11/2014 28.70 -- -- 1322.6411/25/2014 28.93 -- -- 1322.41
Please refer to notes at end of table.
MW-11 (cont.) 2.0 1351.34 42 22-42
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 24 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
12/3/2014 29.00 -- -- 1322.3412/9/2014 28.94 -- -- 1322.4012/17/2014 28.93 -- -- 1322.4112/23/2014 28.96 -- -- 1322.3812/31/2014 29.03 -- -- 1322.31
1/7/2015 NM -- -- NM1/14/2015 28.88 -- -- 1322.461/20/2015 28.88 -- -- 1322.461/28/2015 28.97 -- -- 1322.372/4/2015 28.94 -- -- 1322.402/9/2015 29.26 -- -- 1322.08
3/19/2015 29.84 -- -- 1321.504/20/2015 30.39 -- -- 1320.955/22/2015 29.88 -- -- 1320.596/15/2015 28.31 -- -- 1323.037/22/2015 28.66 -- -- 1322.688/20/2015 28.73 -- -- 1322.619/14/2015 28.82 -- -- 1322.5210/20/2015 28.62 -- -- 1322.7211/24/2015 28.76 -- -- 1322.5812/14/2015 28.64 -- -- 1322.701/13/2016 28.51 -- -- 1322.832/16/2016 28.97 -- -- 1322.373/21/2016 28.87 -- -- 1322.476/20/2016 28.49 -- -- 1322.859/19/2016 28.17 -- -- 1323.1712/12/2016 28.94 -- -- 1322.403/27/2017 28.89 -- -- 1322.456/19/2017 28.43 -- -- 1322.919/18/2017 29.01 -- -- 1322.3312/11/2017 29.91 -- -- 1321.433/20/2018 31.32 -- -- 1320.026/20/2018 34.60 -- -- 1316.749/26/2018 DRY -- -- --12/10/2018 29.01 -- -- 1322.33
3/6/2019 28.01 -- -- 1323.33
9/30/2013 30.15 -- -- 1319.5910/10/2013 30.55 -- -- 1319.1910/17/2013 30.49 -- -- 1319.2510/23/2013 30.40 -- -- 1319.3410/31/2013 30.45 -- -- 1319.2911/6/2013 29.91 -- -- 1319.8311/13/2013 29.32 -- -- 1320.4211/20/2013 28.16 -- -- 1321.5811/26/2013 27.91 -- -- 1321.8312/3/2013 27.41 -- -- 1322.3312/11/2013 27.83 -- -- 1321.9112/19/2013 27.74 -- -- 1322.0012/27/2013 NM -- -- NM
Please refer to notes at end of table.
22-42
23-43
2.0 1351.34 42MW-11 (cont.)
MW-12 2.0 1349.74 43
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 25 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/3/2014 NM -- -- NM1/10/2014 28.25 -- -- 1321.491/16/2014 28.28 -- -- 1321.461/21/2014 28.61 -- -- 1321.131/27/2014 28.40 -- -- 1321.342/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 28.46 -- -- 1321.282/26/2014 28.49 -- -- 1321.253/4/2014 NM -- -- NM
3/13/2014 28.77 -- -- 1320.973/18/2014 28.70 -- -- 1321.043/27/2014 29.25 -- -- 1320.494/3/2014 29.70 -- -- 1320.044/7/2014 29.83 -- -- 1319.91
4/17/2014 30.45 -- -- 1319.294/22/2014 30.85 -- -- 1318.894/29/2014 31.10 -- -- 1318.645/8/2014 31.29 -- -- 1318.45
5/13/2014 31.21 -- -- 1318.535/20/2014 31.13 -- -- 1318.615/29/2014 31.16 -- -- 1318.586/3/2014 31.14 -- -- 1318.60
6/10/2014 31.15 -- -- 1318.596/18/2014 31.01 -- -- 1318.736/24/2014 30.79 -- -- 1318.957/1/2014 30.42 -- -- 1319.32
7/10/2014 30.48 -- -- 1319.267/15/2014 30.75 -- -- 1318.997/22/2014 30.72 -- -- 1319.027/31/2014 31.07 -- -- 1318.678/5/2014 31.15 -- -- 1318.59
8/14/2014 31.07 -- -- 1318.678/20/2014 31.01 -- -- 1318.738/26/2014 31.12 -- -- 1318.629/3/2014 31.12 -- -- 1318.62
9/10/2014 31.12 -- -- 1318.629/17/2014 31.12 -- -- 1318.629/24/2014 31.11 -- -- 1318.63
Please refer to notes at end of table.
MW-12 (cont.) 23-432.0 1349.74 43
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 26 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/1/2014 31.05 -- -- 1318.6910/8/2014 31.08 -- -- 1318.6610/16/2014 31.05 -- -- 1318.6910/21/2014 31.09 -- -- 1318.6510/28/2014 31.09 -- -- 1318.6511/4/2014 31.06 -- -- 1318.6811/11/2014 31.12 -- -- 1318.6211/25/2014 31.10 -- -- 1318.6412/3/2014 31.05 -- -- 1318.6912/9/2014 31.12 -- -- 1318.6212/17/2014 31.11 -- -- 1318.6312/23/2014 31.06 -- -- 1318.6812/31/2014 31.11 -- -- 1318.63
1/7/2015 NM -- -- NM1/14/2015 NM -- -- NM1/20/2015 31.04 -- -- 1318.701/28/2015 31.05 -- -- 1318.692/4/2015 31.07 -- -- 1318.672/9/2015 31.06 -- -- 1318.68
3/18/2015 30.95 -- -- 1318.794/20/2015 31.09 -- -- 1318.655/22/2015 30.33 -- -- 1319.416/15/2015 30.86 -- -- 1318.887/22/2015 30.98 -- -- 1318.768/20/2015 31.08 -- -- 1318.669/14/2015 31.09 -- -- 1318.6510/20/2015 31.09 -- -- 1318.6511/24/2015 31.09 -- -- 1318.6512/14/2015 30.51 -- -- 1319.231/13/2016 28.00 -- -- 1321.742/16/2016 27.92 -- -- 1321.823/21/2016 30.36 -- -- 1319.386/20/2016 29.42 -- -- 1320.329/19/2016 29.14 -- -- 1320.6012/12/2016 27.76 -- -- 1321.983/27/2017 29.51 -- -- 1320.236/19/2017 26.71 -- -- 1323.039/18/2017 31.05 -- -- 1318.6912/11/2017 31.05 -- -- 1318.693/20/2018 31.11 -- -- 1318.636/20/2018 31.06 -- -- 1318.689/11/2018
9/30/2013 31.25 -- -- 1323.3310/10/2013 31.59 -- -- 1322.9910/17/2013 31.74 -- -- 1322.8410/23/2013 31.70 -- -- 1322.8810/31/2013 31.72 -- -- 1322.86
Please refer to notes at end of table.
MW-13 2.0 1354.58 45 25-45
MW-12 (cont.)
2.0 1349.74 43 23-43
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 27 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
11/6/2013 31.61 -- -- 1322.9711/13/2013 31.70 -- -- 1322.8811/20/2013 30.84 -- -- 1323.7411/26/2013 31.30 -- -- 1323.2812/3/2013 31.02 -- -- 1323.5612/11/2013 31.26 -- -- 1323.3212/19/2013 31.16 -- -- 1323.4212/27/2013 31.48 -- -- 1323.10
1/3/2014 NM -- -- NM1/10/2014 31.22 -- -- 1323.361/16/2014 32.70 -- -- 1321.881/21/2014 31.94 -- -- 1322.641/27/2014 31.98 -- -- 1322.602/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 31.92 -- -- 1322.662/26/2014 32.10 -- -- 1322.483/4/2014 32.05 -- -- 1322.53
3/13/2014 32.25 -- -- 1322.333/18/2014 32.05 -- -- 1322.533/27/2014 32.16 -- -- 1322.424/3/2014 32.41 -- -- 1322.174/7/2014 32.35 -- -- 1322.23
4/17/2014 32.38 -- -- 1322.204/22/2014 32.70 -- -- 1321.884/29/2014 32.91 -- -- 1321.675/8/2014 33.03 -- -- 1321.55
5/13/2014 32.95 -- -- 1321.635/20/2014 33.39 -- -- 1321.195/29/2014 33.34 -- -- 1321.246/3/2014 33.45 -- -- 1321.13
6/10/2014 33.50 -- -- 1321.086/18/2014 33.44 -- -- 1321.146/24/2014 33.16 -- -- 1321.427/1/2014 32.90 -- -- 1321.68
7/10/2014 32.75 -- -- 1321.837/15/2014 32.99 -- -- 1321.597/22/2014 32.46 -- -- 1322.127/31/2014 32.47 -- -- 1322.118/5/2014 32.40 -- -- 1322.18
8/14/2014 32.33 -- -- 1322.258/20/2014 32.35 -- -- 1322.238/26/2014 31.26 -- -- 1323.32
Please refer to notes at end of table.
MW-13 (cont.) 2.0 1354.58 45 25-45
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 28 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
9/3/2014 32.39 -- -- 1322.199/10/2014 32.46 -- -- 1322.129/17/2014 32.42 -- -- 1322.169/24/2014 32.51 -- -- 1322.0710/1/2014 32.79 -- -- 1321.7910/8/2014 32.77 -- -- 1321.8110/16/2014 33.00 -- -- 1321.5810/21/2014 32.70 -- -- 1321.8810/28/2014 32.83 -- -- 1321.7511/4/2014 32.71 -- -- 1321.8711/11/2014 32.60 -- -- 1321.9811/25/2014 32.65 -- -- 1321.9312/3/2014 32.88 -- -- 1321.7012/9/2014 32.76 -- -- 1321.8212/17/2014 32.95 -- -- 1321.6312/23/2014 32.94 -- -- 1321.6412/31/2014 32.97 -- -- 1321.61
1/7/2015 NM -- -- NM1/14/2015 33.06 -- -- 1321.521/20/2015 32.93 -- -- 1321.651/28/2015 32.85 -- -- 1321.732/4/2015 33.07 -- -- 1321.512/9/2015 32.81 -- -- 1321.77
3/18/2015 33.16 -- -- 1321.424/20/2015 33.34 -- -- 1321.245/22/2015 32.56 -- -- 1322.026/15/2015 31.94 -- -- 1322.647/22/2015 31.77 -- -- 1322.818/20/2015 31.56 -- -- 1323.029/14/2015 31.41 -- -- 1323.1710/20/2015 31.83 -- -- 1322.7511/24/2015 32.18 -- -- 1322.4012/14/2015 31.98 -- -- 1322.601/13/2016 31.41 -- -- 1323.172/16/2016 31.49 -- -- 1323.093/21/2016 31.92 -- -- 1322.666/20/2016 31.02 -- -- 1323.569/19/2016 30.91 -- -- 1323.6712/12/2016 31.12 -- -- 1323.463/27/2017 31.93 -- -- 1322.656/19/2017 30.52 -- -- 1324.069/18/2017 31.88 -- -- 1322.7012/11/2017 32.47 -- -- 1322.113/20/2018 32.98 -- -- 1321.606/20/2018 32.73 -- -- 1321.859/26/2018 DRY -- -- --12/10/2018 30.97 -- -- 1323.61
3/6/2019 30.35 -- -- 1324.23
Please refer to notes at end of table.
1354.58 452.0MW-13 (cont.) 25-45
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 29 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
9/30/2013 31.59 -- -- 1323.4010/10/2013 31.53 -- -- 1323.4610/17/2013 31.71 -- -- 1323.2810/23/2013 31.74 -- -- 1323.2510/31/2013 31.76 -- -- 1323.2311/6/2013 NM -- -- NM11/13/2013 31.48 -- -- 1323.5111/20/2013 30.51 -- -- 1324.4811/26/2013 31.47 -- -- 1323.5212/3/2013 31.42 -- -- 1323.5712/11/2013 31.73 -- -- 1323.2612/19/2013 31.74 -- -- 1323.2512/27/2013 31.95 -- -- 1323.04
1/3/2014 NM -- -- NM1/10/2014 31.47 -- -- 1323.521/16/2014 32.23 -- -- 1322.761/21/2014 32.35 -- -- 1322.641/27/2014 32.40 -- -- 1322.592/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 32.58 -- -- 1322.412/26/2014 32.71 -- -- 1322.283/4/2014 32.75 -- -- 1322.24
3/13/2014 32.83 -- -- 1322.163/18/2014 32.70 -- -- 1322.293/27/2014 32.79 -- -- 1322.204/3/2014 32.95 -- -- 1322.044/7/2014 33.11 -- -- 1321.88
4/17/2014 33.56 -- -- 1321.434/22/2014 33.82 -- -- 1321.174/29/2014 NM -- -- NM5/8/2014 34.85 -- -- 1320.14
5/13/2014 35.20 -- -- 1319.795/20/2014 34.95 -- -- 1320.045/29/2014 34.50 -- -- 1320.496/3/2014 34.55 -- -- 1320.44
6/10/2014 33.69 -- -- 1321.306/18/2014 33.20 -- -- 1321.796/24/2014 32.07 -- -- 1322.92
Please refer to notes at end of table.
25-45MW-14 2.0 451354.99
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 30 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
7/1/2014 31.96 -- -- 1323.037/10/2014 31.84 -- -- 1323.157/15/2014 31.85 -- -- 1323.147/22/2014 31.88 -- -- 1323.117/31/2014 31.94 -- -- 1323.058/5/2014 32.01 -- -- 1322.98
8/14/2014 32.04 -- -- 1322.958/20/2014 32.01 -- -- 1322.988/26/2014 32.15 -- -- 1322.849/3/2014 32.19 -- -- 1322.80
9/10/2014 32.30 -- -- 1322.699/17/2014 32.38 -- -- 1322.619/24/2014 32.52 -- -- 1322.4710/1/2014 32.49 -- -- 1322.5010/8/2014 32.51 -- -- 1322.4810/16/2014 32.40 -- -- 1322.5910/21/2014 NM -- -- --10/29/2014 32.28 -- -- 1322.7111/4/2014 32.29 -- -- 1322.7011/11/2014 32.36 -- -- 1322.6311/25/2014 32.53 -- -- 1322.4612/3/2014 32.84 -- -- 1322.1512/9/2014 33.08 -- -- 1321.9112/17/2014 33.33 -- -- 1321.6612/23/2014 33.33 -- -- 1321.6612/31/2014 33.51 -- -- 1321.48
1/7/2015 NM -- -- NM1/14/2015 33.51 -- -- 1321.481/20/2015 33.59 -- -- 1321.401/28/2015 33.65 -- -- 1321.342/4/2015 33.88 -- -- 1321.112/9/2015 34.00 -- -- 1320.99
3/18/2015 33.94 -- -- 1321.054/20/2015 34.93 -- -- 1320.065/22/2015 33.53 -- -- 1321.466/15/2015 31.70 -- -- 1323.297/22/2015 31.62 -- -- 1323.378/20/2015 31.55 -- -- 1323.449/14/2015 31.38 -- -- 1323.6110/20/2015 31.92 -- -- 1323.0711/24/2015 32.20 -- -- 1322.7912/14/2015 31.74 -- -- 1323.25
Please refer to notes at end of table.
MW-14 (cont.) 2.0 1354.99 45 25-45
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 31 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
1/13/2016 31.53 -- -- 1323.462/16/2016 31.78 -- -- 1323.213/21/2016 32.20 -- -- 1322.796/20/2016 30.94 -- -- 1324.059/19/2016 30.49 -- -- 1324.5012/12/2016 31.28 -- -- 1323.713/27/2017 32.08 -- -- 1322.916/19/2017 30.45 -- -- 1324.549/18/2017 31.98 -- -- 1323.0112/11/2017 32.19 -- -- 1322.803/20/2018 33.19 -- -- 1321.806/20/2018 32.27 -- -- 1322.729/12/2018
9/30/2013 32.64 -- -- 1319.1510/10/2013 32.75 -- -- 1319.0410/17/2013 32.93 -- -- 1318.8610/23/2013 32.84 -- -- 1318.9510/31/2013 32.77 -- -- 1319.0211/6/2013 32.23 -- -- 1319.5611/13/2013 31.72 -- -- 1320.0711/20/2013 30.80 -- -- 1320.9911/26/2013 30.96 -- -- 1320.8312/3/2013 30.63 -- -- 1321.1612/11/2013 30.93 -- -- 1320.8612/19/2013 31.75 -- -- 1320.0412/27/2013 31.05 -- -- 1320.74
1/3/2014 NM -- -- NM1/10/2014 31.10 -- -- 1320.691/16/2014 31.30 -- -- 1320.491/21/2014 31.61 -- -- 1320.181/27/2014 31.61 -- -- 1320.182/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 31.82 -- -- 1319.972/26/2014 32.03 -- -- 1319.763/4/2014 32.10 -- -- 1319.69
3/13/2014 37.20 -- -- 1314.593/18/2014 37.00 -- -- 1314.793/27/2014 32.29 -- -- 1319.504/3/2014 32.60 -- -- 1319.194/7/2014 32.89 -- -- 1318.90
4/17/2014 33.69 -- -- 1318.104/22/2014 34.24 -- -- 1317.554/29/2014 34.95 -- -- 1316.845/8/2014 35.85 -- -- 1315.94
5/13/2014 35.89 -- -- 1315.905/20/2014 38.63 -- -- 1313.165/29/2014 36.85 -- -- 1314.94
Please refer to notes at end of table.
MW-15 2.0
Well Abandoned
25-45451351.79
MW-14 (cont.)
2.0 1354.99 45 25-45
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 32 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
6/3/2014 NM -- -- NM6/10/2014 NM -- -- NM6/18/2014 35.10 -- -- 1316.696/24/2014 34.65 -- -- 1317.147/1/2014 33.78 -- -- 1318.01
7/10/2014 33.35 -- -- 1318.447/15/2014 33.40 -- -- 1318.397/22/2014 33.29 -- -- 1318.507/31/2014 33.89 -- -- 1317.908/5/2014 34.04 -- -- 1317.75
8/14/2014 34.19 -- -- 1317.608/20/2014 34.28 -- -- 1317.518/26/2014 34.44 -- -- 1317.359/3/2014 34.65 -- -- 1317.14
9/10/2014 34.79 -- -- 1317.009/17/2014 34.98 -- -- 1316.819/24/2014 35.29 -- -- 1316.5010/1/2014 35.51 -- -- 1316.2810/8/2014 35.53 -- -- 1316.2610/16/2014 35.61 -- -- 1316.1810/21/2014 35.41 -- -- 1316.3810/28/2014 35.16 -- -- 1316.6311/4/2014 35.07 -- -- 1316.7211/11/2014 35.02 -- -- 1316.7711/25/2014 30.11 -- -- 1321.6812/3/2014 35.37 -- -- 1316.4212/9/2014 35.42 -- -- 1316.3712/17/2014 NM -- -- NM12/23/2014 35.13 -- -- 1316.6612/31/2014 30.59 -- -- 1321.20
1/7/2015 NM -- -- NM1/14/2015 NM -- -- NM1/20/2015 34.93 -- -- 1316.861/28/2015 34.98 -- -- 1316.812/4/2015 35.12 -- -- 1316.672/9/2015 35.02 -- -- 1316.77
3/18/2015 35.04 -- -- 1316.754/20/2015 36.50 -- -- 1315.295/22/2015 34.53 -- -- 1317.266/15/2015 32.34 -- -- 1319.457/22/2015 32.94 -- -- 1318.85
Please refer to notes at end of table.
2.0 1351.79 45 25-45MW-15 (cont.)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 33 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
8/20/2015 33.48 -- -- 1318.319/14/2015 33.05 -- -- 1318.7410/20/2015 33.63 -- -- 1318.1611/24/2015 33.33 -- -- 1318.4612/14/2015 31.47 -- -- 1320.321/13/2016 31.10 -- -- 1320.692/16/2016 29.81 -- -- 1321.983/21/2016 31.22 -- -- 1320.576/20/2016 30.22 -- -- 1321.579/19/2016 30.99 -- -- 1320.8012/12/2016 29.33 -- -- 1322.463/27/2017 30.70 -- -- 1321.096/19/2017 28.02 -- -- 1323.779/18/2017 34.81 -- -- 1316.9812/11/2017 32.50 -- -- 1319.293/20/2018 34.33 -- -- 1317.466/20/2018 35.39 -- -- 1316.409/12/2018
9/30/2013 31.60 -- -- 1320.5310/10/2013 30.76 -- -- 1321.3710/17/2013 30.79 -- -- 1321.3410/23/2013 30.78 -- -- 1321.3510/31/2013 30.80 -- -- 1321.3311/6/2013 30.33 -- -- 1321.8011/13/2013 30.01 -- -- 1322.1211/20/2013 29.63 -- -- 1322.5011/26/2013 29.71 -- -- 1322.4212/3/2013 29.52 -- -- 1322.6112/11/2013 29.71 -- -- 1322.4212/19/2013 28.51 -- -- 1323.6212/27/2013 29.97 -- -- 1322.16
1/3/2014 NM -- -- NM1/10/2014 29.91 -- -- 1322.221/16/2014 29.70 -- -- 1322.431/21/2014 29.89 -- -- 1322.241/27/2014 29.60 -- -- 1322.532/5/2014 NM -- -- NM
2/12/2014 NM -- -- NM2/19/2014 29.41 -- -- 1322.722/26/2014 29.68 -- -- 1322.453/4/2014 NM -- -- NM
3/13/2014 28.71 -- -- 1323.423/18/2014 29.50 -- -- 1322.633/27/2014 29.62 -- -- 1322.514/3/2014 29.86 -- -- 1322.274/7/2014 30.05 -- -- 1322.08
4/17/2014 30.84 -- -- 1321.294/22/2014 30.95 -- -- 1321.18
Please refer to notes at end of table.
1352.13 25-45MW-16
MW-15 (cont.)
452.0
2.0 1351.79 45 25-45
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 34 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
4/29/2014 31.30 -- -- 1320.835/8/2014 31.81 -- -- 1320.32
5/13/2014 31.84 -- -- 1320.295/20/2014 32.91 -- -- 1319.225/29/2014 32.81 -- -- 1319.326/3/2014 32.44 -- -- 1319.69
6/10/2014 NM -- -- NM6/18/2014 31.31 -- -- 1320.826/24/2014 29.93 -- -- 1322.207/1/2014 29.65 -- -- 1322.48
7/10/2014 28.95 -- -- 1323.187/15/2014 28.82 -- -- 1323.317/22/2014 28.78 -- -- 1323.357/31/2014 29.19 -- -- 1322.948/5/2014 29.20 -- -- 1322.93
8/14/2014 29.09 -- -- 1323.048/20/2014 29.21 -- -- 1322.928/26/2014 29.23 -- -- 1322.909/3/2014 29.38 -- -- 1322.75
9/10/2014 29.58 -- -- 1322.559/17/2014 29.71 -- -- 1322.429/24/2014 29.95 -- -- 1322.1810/1/2014 30.04 -- -- 1322.0910/8/2014 30.08 -- -- 1322.0510/16/2014 30.04 -- -- 1322.0910/21/2014 29.69 -- -- 1322.4410/28/2014 29.69 -- -- 1322.4411/4/2014 30.06 -- -- 1322.0711/11/2014 30.21 -- -- 1321.9211/25/2014 NM -- -- --12/3/2014 30.18 -- -- 1321.9512/9/2014 30.30 -- -- 1321.8312/17/2014 30.47 -- -- 1321.6612/23/2014 30.38 -- -- 1321.7512/31/2014 30.56 -- -- 1321.57
1/7/2015 NM -- -- NM1/14/2015 NM -- -- NM1/20/2015 30.71 -- -- 1321.421/28/2015 20.13 -- -- 1332.00
Please refer to notes at end of table.
2.0 45 25-451352.13MW-16 (cont.)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 35 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
2/4/2015 30.76 -- -- 1321.372/9/2015 31.09 -- -- 1321.04
3/18/2015 31.80 -- -- 1320.334/20/2015 33.03 -- -- 1319.105/22/2015 31.56 -- -- 1320.576/15/2015 29.48 -- -- 1322.657/22/2015 29.13 -- -- 1323.008/20/2015 28.65 -- -- 1323.489/14/2015 28.49 -- -- 1323.6410/20/2015 28.90 -- -- 1323.2311/24/2015 29.15 -- -- 1322.9812/14/2015 27.88 -- -- 1324.251/13/2016 28.29 -- -- 1323.842/16/2016 28.64 -- -- 1323.493/21/2016 29.33 -- -- 1322.806/20/2016 28.75 -- -- 1323.389/19/2016 28.03 -- -- 1324.1012/12/2016 28.49 -- -- 1323.643/27/2017 29.69 -- -- 1322.446/19/2017 28.10 -- -- 1324.039/18/2017 30.69 -- -- 1321.4412/11/2017 30.27 -- -- 1321.863/20/2018 32.15 -- -- 1319.986/20/2018 31.97 -- -- 1320.169/12/20183/18/2015 NM -- -- NM4/20/2015 33.91 -- -- 1317.785/22/2015 32.55 -- -- 1319.146/10/2015 31.15 -- -- 1320.546/15/2015 31.28 -- -- 1320.417/22/2015 NM -- -- NM8/20/2015 31.19 -- -- 1320.509/14/2015 30.99 -- -- 1320.7010/20/2015 32.57 -- -- 1319.1211/24/2015 32.65 -- -- 1319.0412/14/2015 32.00 -- -- 1319.691/13/2016 31.37 -- -- 1320.322/16/2016 31.46 -- -- 1320.233/21/2016 32.03 -- -- 1319.666/20/2016 30.67 -- -- 1321.029/19/2016 30.36 -- -- 1321.3312/12/2016 30.65 -- -- 1321.043/27/2017 31.45 -- -- 1320.246/19/2017 29.23 -- -- 1322.469/18/2017 32.01 -- -- 1319.6812/11/2017 31.28 -- -- 1320.413/20/2018 32.60 -- -- 1319.096/20/2018 33.81 -- -- 1317.889/26/2018 30.75 -- -- 1320.9412/10/2018 30.01 -- -- 1321.68
3/6/2019 28.74 -- -- 1322.95
3/18/2015 27.93 -- -- 1323.184/20/2015 33.51 -- -- 1317.605/22/2015 31.54 -- -- 1319.576/10/2015 30.50 -- -- 1320.616/15/2015 30.64 -- -- 1320.477/22/2015 30.84 -- -- 1320.278/20/2015 30.81 -- -- 1320.309/14/2015 30.53 -- -- 1320.58
Please refer to notes at end of table.
Well Abandoned
MW-17 1351.69
MW-18
2.00
1351.11
25-45
27-4242
45
2.0
MW-16 (cont.)
2.0 1352.13 45 25-45
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 36 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
11/24/2015 30.99 -- -- 1320.0512/14/2015 30.96 -- -- 1320.081/13/2016 30.56 -- -- 1320.482/16/2016 30.72 -- -- 1320.323/21/2016 30.82 -- -- 1320.226/20/2016 30.42 -- -- 1320.629/19/2016 29.78 -- -- 1321.2612/12/2016 29.99 -- -- 1321.053/27/2017 30.59 -- -- 1320.456/19/2017 28.42 -- -- 1322.629/18/2017 31.18 -- -- 1319.8612/11/2017 30.95 -- -- 1320.093/20/2018 31.24 -- -- 1319.806/20/2018 32.02 -- -- 1319.029/26/2018 29.36 -- -- 1321.6812/10/2018 29.39 -- -- 1321.65
3/6/2019 28.21 -- -- 1322.833/18/2015 35.19 -- -- 1315.944/20/2015 33.70 -- -- 1317.435/22/2015 31.67 -- -- 1319.466/10/2015 30.24 -- -- 1320.896/15/2015 30.60 -- -- 1320.537/22/2015 30.58 -- -- 1320.558/20/2015 30.65 -- -- 1320.489/14/2015 30.59 -- -- 1320.5411/24/2015 31.00 -- -- 1320.0012/14/2015 31.06 -- -- 1319.941/13/2016 30.47 -- -- 1320.532/16/2016 30.69 -- -- 1320.313/21/2016 30.79 -- -- 1320.216/20/2016 29.16 -- -- 1321.849/19/2016 29.47 -- -- 1321.5312/12/2016 29.68 -- -- 1321.323/27/2017 30.92 -- -- 1320.086/19/2017 28.01 -- -- 1322.999/18/2017 31.42 -- -- 1319.5812/11/2017 30.89 -- -- 1320.113/20/2018 31.29 -- -- 1319.716/20/2018 32.43 -- -- 1318.579/26/2018 29.31 -- -- 1321.6912/10/2018 29.09 -- -- 1321.91
3/6/2019 27.91 -- -- 1323.229/19/2016 28.76 -- -- 1322.4012/12/2016 29.71 -- -- 1321.453/27/2017 30.59 -- -- 1320.576/19/2017 28.38 -- -- 1322.789/18/2017 30.43 -- -- 1320.7312/11/2017 30.60 -- -- 1320.563/20/2018 30.80 -- -- 1320.366/20/2018 31.00 -- -- 1320.169/26/2018 29.81 -- -- 1321.3512/10/2018 29.17 -- -- 1321.99
3/6/2019 27.92 -- -- 1323.24
9/19/2016 19.36 -- -- 1333.5412/12/2016 20.46 -- -- 1332.443/27/2017 21.1 -- -- 1331.806/19/2017 19.86 -- -- 1333.049/18/2017 20.31 -- -- 1332.5912/11/2017 20.00 -- -- 1332.903/20/2018 21.71 -- -- 1331.196/20/2018 20.36 -- -- 1332.549/26/2018 20.05 -- -- 1332.8512/10/2018 20.26 -- -- 1332.64
3/6/2019 20.22 -- -- 1332.689/19/2016 28.69 -- -- 1322.5212/12/2016 29.71 -- -- 1321.503/27/2017 30.59 -- -- 1320.626/19/2017 28.38 -- -- 1322.839/18/2017 30.62 -- -- 1320.5912/11/2017 30.49 -- -- 1320.723/20/2018 30.44 -- -- 1320.776/20/2018 30.25 -- -- 1320.969/26/2018 29.71 -- -- 1321.5012/10/2018 29.15 -- -- 1322.06
3/6/2019 27.91 -- -- 1323.30
Please refer to notes at end of table.
1352.90 30 15-30
25-40
27-422.0
MW-20 2.0 1351.16 40
2.0
2.0 1351.21 37 22-37
MW-21
MW-19
1351.04
MW-19
MW-18
1351.13 42
MW-22
2.0 42 27-42
2.0 1351.00 42 27-42
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 37 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
10/20/2015 NM -- -- NM11/24/2015 27.05 -- -- 1323.1812/14/2015 26.11 -- -- 1324.121/13/2016 26.11 -- -- 1324.122/16/2016 26.71 -- -- 1323.523/21/2016 26.83 -- -- 1323.404/26/2016 27.32 -- -- 1322.916/20/2016 24.89 -- -- 1325.349/19/2016 23.63 -- -- 1326.6012/12/2016 26.16 -- -- 1324.073/27/2017 28.23 -- -- 1322.006/19/2017 24.76 -- -- 1325.479/18/2017 29.22 -- -- 1321.0112/11/2017 29.04 -- -- 1321.193/20/2018 29.06 -- -- 1321.176/20/2018 29.03 -- -- 1321.209/11/201810/20/2015 NM -- -- NM11/24/2015 28.17 -- -- 1322.0412/14/2015 26.92 -- -- 1323.291/13/2016 26.95 -- -- 1323.262/16/2016 27.97 -- -- 1322.243/21/2016 28.22 -- -- 1321.994/26/2016 28.20 -- -- 1322.016/23/2016 27.76 -- -- 1322.459/19/2016 26.02 -- -- 1324.1912/12/2016 27.59 -- -- 1322.623/17/2017 28.32 -- -- 1321.896/19/2017 26.26 -- -- 1323.959/18/2017 28.89 -- -- 1321.3212/11/2017 28.35 -- -- 1321.863/20/2018 28.34 -- -- 1321.876/20/2018 28.27 -- -- 1321.949/11/2018
10/20/2015 NM -- -- NM11/24/2015 29.36 -- -- 1322.4612/14/2015 29.22 -- -- 1322.601/13/2016 29.25 -- -- 1322.572/16/2016 29.31 -- -- 1322.513/21/2016 29.35 -- -- 1322.474/26/2016 29.73 -- -- 1322.096/20/2016 29.13 -- -- 1322.699/19/2016 28.81 -- -- 1323.0112/12/2016 28.96 -- -- 1322.863/27/2017 29.26 -- -- 1322.566/19/2017 27.86 -- -- 1323.969/18/2017 29.28 -- -- 1322.5412/11/2017 29.38 -- -- 1322.443/20/2018 29.39 -- -- 1322.436/20/2018 29.33 -- -- 1322.499/11/2018
10/20/2015 NM -- -- NM11/24/2015 28.55 -- -- 1321.7612/14/2015 29.04 -- -- 1321.271/13/2016 29.04 -- -- 1321.272/16/2016 29.01 -- -- 1321.303/21/2016 29.02 -- -- 1321.294/26/2016 29.05 -- -- 1321.266/23/2016 28.69 -- -- 1321.629/19/2016 28.33 -- -- 1321.9812/12/2016 28.37 -- -- 1321.943/27/2017 29.02 -- -- 1321.296/19/2017 27.40 -- -- 1322.919/18/2017 29.31 -- -- 1321.0012/11/2017 29.15 -- -- 1321.163/20/2018 29.06 -- -- 1321.256/20/2018 DRY -- -- --9/11/2018
Please refer to notes at end of table.
SVE-3
SVE-4
SVE-1
30 20-30
Well Abandoned
30 15-30SVE-2
Well Abandoned
2.0 1350.21
Well Abandoned
2.0 1351.82 30 20-30
Well Abandoned
2.0 1350.31
2.0 1350.23 30 20-30
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 38 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
Pond Stage(feet MSL)
8/8/2013 -- -- 1344.758/13/2013 -- -- 1344.758/21/2013 -- -- 1344.508/28/2013 -- -- 1344.259/5/2013 -- -- 1344.25
9/11/2013 -- -- 1344.009/17/2013 -- -- 1344.009/23/2013 -- -- 1344.5010/3/2013 -- -- 1344.5010/10/2013 -- -- 1344.5010/17/2013 -- -- 1344.0010/23/2013 -- -- 1344.5010/31/2013 -- -- 1345.0011/6/2013 -- -- 1344.7511/13/2013 -- -- 1344.5011/20/2013 -- -- 1344.5011/26/2013 -- -- 1344.2512/3/2013 -- -- 1344.2512/11/2013 -- -- 1344.7512/19/2013 -- -- 1344.2512/27/2013 -- -- 1344.25
1/3/2014 -- -- NM1/10/2014 -- -- 1344.001/16/2014 -- -- 1344.001/21/2014 -- -- 1344.001/27/2014 -- -- NM2/5/2014 -- -- NM
2/12/2014 -- -- NM2/19/2014 -- -- NM2/26/2014 -- -- 1344.003/4/2014 -- -- NM
3/13/2014 -- -- 1344.003/18/2014 -- -- 1344.003/27/2014 -- -- 1343.754/3/2014 -- -- 1344.004/7/2014 -- -- 1343.75
4/17/2014 -- -- 1343.504/22/2014 -- -- 1343.504/29/2014 -- -- 1345.00
Please refer to notes at end of table.
StormwaterPond NA NA NA NA NA
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 39 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
Pond Stage(feet MSL)
5/8/2014 -- -- Below gauge5/13/2014 -- -- Below gauge5/20/2014 -- -- Below gauge5/29/2014 -- -- 1343.756/3/2014 -- -- 1344.50
6/10/2014 -- -- 1344.756/18/2014 -- -- 1344.506/24/2014 -- -- 1344.507/1/2014 -- -- 1344.60
7/10/2014 -- -- 1344.757/15/2014 -- -- 1344.507/22/2014 -- -- 1344.507/31/2014 -- -- 1344.508/5/2014 -- -- 1344.25
8/14/2014 -- -- 1344.508/20/2014 -- -- 1344.508/26/2014 -- -- 1344.259/3/2014 -- -- 1344.50
9/10/2014 -- -- 1344.259/17/2014 -- -- 1344.009/24/2014 -- -- 1344.0010/1/2014 -- -- 1344.0010/8/2014 -- -- 1344.2510/16/2014 -- -- 1344.5010/21/2014 -- -- 1344.5010/28/2014 -- -- 1344.5011/4/2014 -- -- 1344.5011/11/2014 -- -- 1344.2511/25/2014 -- -- 1344.0012/3/2014 -- -- 1344.0012/9/2014 -- -- 1344.2512/17/2014 -- -- 1344.2512/23/2014 -- -- 1344.2512/23/2014 -- -- 1344.2512/31/2014 -- -- 1344.25
1/7/2015 -- -- NM1/14/2015 -- -- NM1/20/2015 -- -- 1344.001/28/2015 -- -- 1343.80
Please refer to notes at end of table.
Stormwater Pond (cont.) NA NA NANA NA
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 40 of 41
Table B-1Groundwater Gauging DataQuail Crossing NeighborhoodAndover, Kansas
Well ID Measurement Date
Casing Diameter (inches)
Top of Casing
Elevation(feet)1
Total Depth (feet bgs)
Screen Interval
(feet bgs)
Depth to Groundwater
(feet bgs)
Depth to SPH(feet)
SPH Thickness
(feet)
Groundwater Elevation (feet MSL)
Pond Stage(feet MSL)
2/4/2015 -- -- 1344.152/9/2015 -- -- 1344.10
3/18/2015 -- -- 1343.604/20/2015 -- -- 1344.755/22/2015 -- -- 1344.506/10/2015 -- -- 1344.506/15/2015 -- -- 1344.757/22/2015 -- -- 1344.508/20/2015 -- -- 1344.759/14/2015 -- -- 1344.5010/22/2015 -- -- 1344.7511/24/2015 -- -- 1344.5012/14/2015 -- -- 1344.751/13/2016 -- -- 1344.502/16/2016 -- -- 1344.503/21/2016 -- -- 1344.504/26/2016 -- -- 1344.756/20/2016 -- -- 1344.509/19/2016 -- -- 1344.5012/12/2016 -- -- 1344.003/27/2017 -- -- 1344.256/19/2017 -- -- 1344.509/18/2017 -- -- 1344.0012/11/2017 -- -- 1344.25
3/20/2018 -- -- 1343.50 (estimated)
6/20/2018 -- -- 1343.50 (estimated)
9/26/2018 -- -- 1344.0012/10/2018 -- -- 1344.50
3/6/2019 -- -- 1344.50
Notes:1. feet MSL = Feet above mean sea level (NAVD88).2. bgs = below ground surface. 3. -- = No SPH4. DRY = Well was dry. 5. Pond elevation is measured directly from a staff gauge in the pond (in 0.25-foot increments). The top of the staff gauge is 1347.59 feet above mean sea level. 5. Below Gauge = Pond elevation below the staff gauge. 7. NA = Not applicable. 8. NM = Not measured. 9. Monitoring wells MW-18 and MW-19 were resurveyed on November 24, 2015.
NA NA NA NA NAStormwater Pond (cont.)
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 41 of 41
Table B-2
Monitoring WellsMW-1 8/9/2013 120 -- -- 0.86 <0.05 0.22 <0.1 9.1 0.37 1.9 <0.05 6.3 0.1 0.23 <0.05 0.068 2.8 26 9.1
10/24/2013 39 -- -- 0.69 <0.010 0.19 0.050 7.8 0.26 2.0 0.031 4.9 0.043 0.14 0.011 0.084 2.2 18 7.11/30/2014 44 -- -- 1.0 <0.025 0.30 <0.05 3.1 0.45 1.4 0.045 3.5 0.076 0.29 0.030 0.14 1.6 9.3 5.24/9/2014 20 -- -- 0.49 <0.010 0.18 <0.020 1.1 <0.01 0.2 0.011 -- 0.023 0.069 0.018 0.016 -- 3.1 2.57/23/2014 49 -- -- 0.39 <0.001 0.11 0.023 3.1 0.059 0.61 0.011 2.2 <0.010 0.044 <0.010 0.019 1.2 6.4 3.410/29/2014 45 -- -- 0.47 <0.010 0.19 <0.020 5.0 0.051 0.50 <0.010 3.4 0.015 0.043 <0.010 <0.010 2.2 12 5.52/12/2015 5.8 -- -- <0.010 <0.010 <0.010 <0.020 0.26 <0.010 0.077 <0.010 0.64 0.016 0.022 <0.010 <0.010 0.36 0.99 0.996/16/2015 140 -- -- 0.32 <0.010 0.30 <0.020 5.2 0.12 0.47 0.011 5.3 <0.010 0.11 <0.010 0.012 2.8 11 8.19/15/2015 67 -- -- 0.61 <0.001 0.26 0.032 1.3 0.14 0.42 0.0095 -- 0.019 0.065 0.017 0.020 -- 2.4 4.412/16/2015 38.3 -- -- 0.51 <0.01 0.16 <0.10 5.7 0.113 1.26 0.0219 -- 0.0138 0.0944 <0.01 0.046 -- 7.81 4.913/23/2016 10.1 j 3.94 8.07 0.498 0.000535 j 0.098 j 0.0062 0.675 0.033 0.139 j 0.00541j -- 0.00975 0.05 j 0.00317 j 0.016 j -- 0.401 2.2
KDHE Split 3/23/2016 16.7 j 2.9 5.7 0.462 <0.025 j 0.168 j <0.025 0.73 -- 0.197 j 0.0085 Jj -- -- 0.068 J j 0.019 J j 0.0251 j -- 0.406 26/22/2016 -- 23.3 J 5.94 J 0.869 <0.0050 0.240 0.107 J4 4.02 0.188 1.51 0.0305 -- <0.20 0.157 <0.0050 0.0780 -- 10 8.19
KDHE Split 6/22/2016 -- 39.7 J 11.0 J 0.980 <0.025 0.260 0.150 4.20 0.31 1.60 0.036 -- 0.020J 0.16J 0.0098J 0.0078 -- 10.1 8.29/22/2016 -- 2.24 1.76 0.119 <0.01 0.105 <0.05 0.166 0.0311 0.0274 <0.01 -- <0.02 0.0167 <0.01 <0.01 -- 0.555 1.69
KDHE Split 9/22/2016 -- 1.23 3.55 0.133 <0.001 0.124 <0.05 0.202 0.0662 0.0355 0.00142 -- 0.00586 0.0173 <0.001 0.0012 -- 0.556 1.4512/13/2016 -- 1.39 2.4 0.0979 <0.0005 0.0785 0.0162 0.198 0.0646 0.073 0.0021 -- 0.00686 0.021 0.000554 0.00473 -- 0.102 1.023/28/2017 -- 0.677 2.41 0.187 <0.0005 0.0705 <0.0025 0.0225 0.0546 0.0801 0.00505 -- 0.0139 0.0169 0.00340 0.0161 -- 0.00826 0.5206/20/2017 -- 1.89 2.12 0.181 0.000597 0.117 0.00473 J 0.368 0.0262 0.021 0.000359 J -- 0.0014 0.0290 <0.000500 0.000309 J -- 0.717 1.969/15/2017 -- 1.16 1.78 0.196 <0.000500 0.080 0.0292 0.179 0.0652 0.0135 0.000913 -- 0.00693 j 0.0255 j <0.000500 0.00157 -- 0.136 0.982
Duplicate 9/15/2017 -- 1.17 1.49 0.183 <0.000500 0.074 0.0235 0.142 0.0580 0.0106 0.000698 -- <0.00100 j 0.0173 J j <0.000500 0.00128 -- 0.113 0.92812/13/2017 -- 0.764 2.96 0.111 <0.000500 0.0499 0.0143 0.0696 0.0287 0.0431 0.0025 -- 0.01270 0.0198 0.00256 B 0.00654 -- 0.0495 0.3383/21/2018 -- 0.672 1.91 0.0888 <0.00250 0.0161 <0.0250 0.0536 0.0314 0.0296 <0.00250 -- 0.00789 0.00788 <0.00250 0.00498 -- 0.0128 0.1826/22/2018 -- 1.34 j 0.866 j 0.0790 <0.00250 <0.00250 j <0.0250 0.0381 j 0.0331 j 0.0357 j 0.00280 -- 0.00923 0.0136 j <0.00250 0.00599 -- 0.00371 0.0719 j
Duplicate 6/22/2018 -- 0.459 j 1.40 J j 0.0632 <0.000500 0.00447 j <0.00500 0.0275 j 0.0230 j 0.0234 j 0.00249 -- 0.00730 0.00911 j <0.000500 0.00475 -- 0.00281 0.0529 j9/26/2018 -- 0.193 j 1.26 j 0.00988 j <0.00500 0.0100 j <0.0500 0.0990 j 0.0177 j 0.00529 j <0.00500 -- <0.00500 <0.00500 j <0.00500 <0.00500 -- 0.0562 j 0.190 j
Duplicate 9/26/2018 -- 0.617 j 2.79 j 0.0864 j <0.0100 0.0354 j <0.100 0.216 j 0.0532 j 0.0858 j <0.0100 -- <0.0100 0.0115 j <0.0100 <0.0100 -- 0.216 j 0.525 j12/15/2018 -- 0.190 0.990 0.0374 <0.00100 0.0242 <0.0500 0.0417 0.0358 0.0111 <0.00100 -- <0.00500 0.00349 0.00278 0.00170 -- 0.0285 0.1593/7/2019 -- <0.100 0.200 0.00565 <0.00100 0.00221 <0.0500 <0.00100 <0.00500 0.00211 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 0.0116
MW-2 8/8/2013 2.3 -- -- <0.005 <0.005 <0.005 0.13 0.12 0.099 <0.005 <0.005 0.017 0.02 <0.005 <0.005 <0.005 <0.005 0.027 0.021Duplicate 8/8/2013 2.2 -- -- <0.005 <0.005 <0.005 0.13 0.15 0.11 <0.005 <0.005 0.021 0.021 <0.005 <0.005 <0.005 <0.005 0.031 0.026
10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/22/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 0.11 -- -- 0.0085 <0.001 0.0030 <0.002 0.0034 0.0038 0.018 <0.001 0.010 0.0013 0.0024 <0.001 0.0014 0.0097 0.0095 0.0202/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 2/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003Please refer to notes at end of table.
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-2 (continued) 6/16/2015 0.089 -- -- <0.001 <0.001 <0.001 <0.002 0.0013 <0.001 <0.001 <0.001 0.0052 <0.001 <0.001 <0.001 <0.001 0.0026 0.0089 0.00789/16/2015 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.0032 <0.0005 <0.0005 -- <0.0005 <0.00156/23/2016 -- <0.10 <0.10 0.000574 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.000607 <0.0005 -- <0.001 0.000836 <0.0005 <0.0005 -- 0.00103 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 9/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.000721 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 12/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.000647 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.000987 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00151 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00208 0.003317/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/13/2018 -- <0.100 <0.100 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 3/7/2019 -- <0.100 <0.0962 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-3 8/9/2013 6 -- -- 0.054 <0.005 0.010 0.016 1.2 0.070 0.12 <0.005 0.086 0.014 0.011 <0.005 0.0074 0.12 0.4 0.2110/24/2013 1.7 -- -- 0.075 <0.001 0.012 0.0057 1.1 0.082 0.12 0.0061 0.065 0.011 0.017 0.010 0.010 0.011 0.051 0.077
Duplicate 10/24/2013 2.0 -- -- 0.073 <0.001 0.012 0.0059 1.1 0.077 0.11 0.0058 0.063 0.011 0.018 0.001 0.010 0.011 0.051 0.0751/28/2014 2.8 -- -- 0.038 <0.001 <0.001 0.0069 0.76 0.072 0.07 0.0062 0.0098 0.0061 0.0081 <0.001 0.0079 <0.001 0.0081 0.0114/8/2014 3.0 -- -- 0.048 <0.005 0.010 <0.01 0.64 <0.005 0.058 0.0061 -- 0.0075 0.014 <0.005 0.011 -- 0.1 0.0537/24/2014 9.8 -- -- 0.16 <0.010 0.037 <0.020 1.8 0.081 0.51 <0.010 0.32 <0.010 0.028 <0.010 0.023 0.51 1.6 0.8310/30/2014 6.1 -- -- 0.12 <0.010 0.025 <0.020 1.1 0.085 0.36 <0.010 0.17 0.019 0.029 <0.010 0.018 0.18 0.15 0.352/10/2015 7.9 -- -- 0.19 <0.010 0.047 <0.020 1.4 0.15 0.52 0.014 0.41 0.034 0.054 <0.010 0.032 0.32 0.93 0.736/17/2015 21 -- -- 0.46 <0.005 0.11 <0.01 1.6 0.016 0.95 0.030 0.92 0.029 0.10 0.031 0.078 0.57 1.5 1.59/15/2015 11 -- -- 0.28 <0.005 0.054 <0.01 1.2 0.19 0.65 0.023 -- 0.020 0.039 <0.005 0.057 -- 0.045 0.27
Duplicate 9/15/2015 11 -- -- 0.089 <0.005 0.079 <0.01 0.98 0.23 0.77 0.032 -- 0.031 0.086 0.012 0.070 -- 0.048 0.3712/16/2015 5 -- -- 0.241 <0.005 0.0317 <0.05 0.849 0.151 0.643 0.026 -- 0.0215 0.054 <0.005 0.061 -- <0.025 <0.0153/23/2016 1.55 1.26 0.51 0.0251 j <0.0005 0.00144 j <0.0025 0.257 j 0.0421 0.192 0.00743 -- <0.001 0.0156 0.000787 j 0.0191 -- 0.00172 j <0.0075
KDHE Split 3/23/2016 1.9 J 1.4 0.6 0.0333 j <0.005 0.0028 J j <0.05 0.346 j -- 0.227 0.0099 -- -- 0.0198 J 0.0016 J j 0.0246 -- 0.0026 J j <0.0156/21/2016 -- 1.8 0.37 0.0201 <0.0025 <0.0025 <0.0125 J4 0.624 0.0996 0.336 0.0128 -- 0.0115 B 0.016 <0.0025 0.0356 -- 0.00342 <0.0075
Duplicate 6/21/2016 -- 1.4 0.48 0.0229 <0.0005 <0.0005 <0.0025 0.607 0.0928 0.408 0.0159 -- 0.00885 0.021 0.00141 B 0.0375 -- 0.00304 0.00219Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 2 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-3 (continued) 9/21/2016 -- 1.62 0.526 0.0369 <0.0025 <0.0025 <0.0125 0.336 0.0938 0.299 0.0156 -- 0.0107 0.0272 <0.025 0.0372 -- 0.00401 0.00844Duplicate 9/21/2016 -- 1.4 0.494 0.0400 <0.0005 0.000504 <0.0025 0.345 0.152 0.264 0.0179 -- 0.0157 0.0255 0.00199 0.0445 -- 0.00475 0.00805
12/13/2016 -- <0.10 <0.10 0.000954 <0.0005 <0.0005 <0.0025 0.0313 0.01 0.016 0.0012 -- <0.001 0.00128 <0.0005 0.00287 -- <0.0005 <0.0015Duplicate 12/13/2016 -- 0.369 0.159 0.00161 <0.0005 <0.0005 <0.0025 0.0445 0.0134 0.0262 0.0017 -- 0.00138 0.00222 <0.0005 0.00433 -- 0.000516 <0.0015
3/29/2017 -- <0.10 <0.10 0.000616 <0.0005 <0.0005 <0.0025 0.0102 0.00525 0.00447 <0.0005 -- <0.001 <0.0005 <0.0005 0.000647 -- <0.001 <0.00156/20/2017 -- 0.0483 J <0.100 0.001490 <0.000500 0.000597 0.00137 0.0084 0.0019 0.000714 0.000213 J -- 0.000437 J 0.00107 J <0.000500 0.000428 J -- 0.00108 0.00268
Duplicate 6/20/2017 -- 0.0655 J <0.100 <0.000500 <0.000500 0.000218 J 0.00587 B 0.0098 0.00273 <0.000500 0.000297 J -- 0.000839 J <0.00250 <0.000500 0.000541 -- <0.000500 <0.001509/13/2017 -- 0.755 0.434 0.0173 <0.000500 0.00191 <0.00500 0.134 0.0937 0.0719 0.0075 -- 0.00617 0.00125 B 0.000638 0.014200 -- 0.00171 0.0083412/13/2017 -- 0.921 0.443 0.0431 <0.000500 <0.000500 0.00744 0.131 0.0742 0.11 0.0179 -- 0.0137 <0.00100 0.00178 0.040000 -- 0.00286 0.004063/21/2018 -- 0.812 0.272 0.00459 <0.00250 <0.00250 <0.0250 0.108 0.103 0.0751 j 0.0120 j -- 0.0118 j <0.00500 <0.00250 0.0277 -- <0.00250 <0.00750
Duplicate 3/20/2018 -- 0.712 0.247 <0.000500 <0.000500 <0.000500 <0.00500 0.105 0.0816 0.0511 j 0.00881 j -- 0.00832 j 0.00113 B 0.000711 0.0194 -- <0.000500 <0.001506/22/2018 -- 0.844 0.713 0.00370 <0.00250 0.00409 <0.0250 0.0690 0.0912 0.0193 0.0124 -- 0.0230 <0.00500 <0.00250 0.0225 -- 0.00499 <0.007509/26/2018 -- 0.667 0.300 0.00837 <0.00667 <0.00667 <0.0667 0.146 0.113 0.0703 0.0111 -- 0.0124 <0.00667 <0.00667 0.0219 -- 0.0137 0.0327
Duplicate 9/26/2018 -- 0.627 0.272 0.00821 <0.00667 <0.00667 <0.0667 0.147 0.103 0.0660 0.0111 -- 0.0115 <0.00667 <0.00667 0.0236 -- 0.0122 0.030312/14/2018 -- 0.537 0.111 <0.00100 <0.00100 <0.00100 <0.0500 0.157 0.110 0.0236 0.0103 -- 0.0118 <0.00100 0.00155 0.0238 -- <0.00100 <0.003003/8/2019 -- 0.372 0.200 0.00353 <0.00100 0.00147 <0.0500 0.0853 0.0826 0.00211 0.00862 -- 0.00872 <0.00100 0.00181 0.0181 -- <0.00100 <0.00300
MW-4 8/8/2013 0.48 -- -- 0.0013 <0.001 0.0013 <0.002 0.035 0.012 0.0075 0.0013 0.027 0.0027 0.0027 <0.001 0.0022 0.011 0.056 0.03810/23/2013 1.0 -- -- 0.0096 <0.001 0.016 0.0046 0.083 0.050 0.017 <0.0010 0.0071 0.0085 0.0036 <0.001 0.0013 0.034 0.034 0.0411/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 2.5 -- -- 0.054 <0.001 0.027 0.0043 0.23 0.070 0.15 0.0039 -- 0.0071 0.016 0.0022 0.0084 -- 0.2 0.147/24/2014 0.75 -- -- 0.047 <0.001 0.017 <0.002 0.11 0.022 0.049 0.0029 0.043 0.0027 0.0092 <0.001 0.0070 0.028 0.015 0.070
Duplicate 7/24/2014 0.79 -- -- 0.054 <0.001 0.019 <0.002 0.11 0.025 0.057 0.0033 0.050 0.0031 0.0098 0.0017 0.0080 0.032 0.017 0.08310/30/2014 4.8 -- -- 0.20 <0.001 0.089 <0.002 0.49 0.097 0.40 0.014 0.20 0.017 0.062 0.0078 0.039 0.24 0.33 0.442/10/2015 1.6 -- -- 0.12 <0.001 0.058 <0.002 0.17 0.052 0.12 0.0042 0.022 0.0092 0.019 0.0058 0.0077 0.081 0.042 0.106/16/2015 0.14 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 0.0013 <0.001 0.0046 <0.001 <0.001 <0.001 <0.001 0.003 0.0059 0.00779/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.000725 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 0.00143 <0.0005 <0.0005 <0.0025 J4 0.00257 <0.001 0.000911 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- 0.00226 0.006149/21/2016 -- <0.10 <0.10 0.00489 <0.0005 0.00147 <0.0025 0.000751 <0.001 0.00494 <0.0005 -- <0.001 0.00121 <0.0005 0.000513 -- 0.00943 0.025412/14/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- 0.246 0.168 0.0126 j <0.0005 0.0015 j <0.0025 0.0125 j 0.00831 j 0.0294 j 0.00218 j -- <0.001 0.000784 B, j <0.0005 0.00423 j -- 0.00182 j 0.00178 j
Duplicate 3/28/2017 -- 0.195 0.125 0.0335 j <0.0005 0.00511 j <0.0025 0.0325 j 0.0249 j 0.0847 j 0.00542 j -- 0.0025 0.00667 j 0.000554 0.0111 j -- 0.00553 j 0.00531 j6/20/2017 -- 0.0679 J 0.0371 J 0.0202 <0.000500 0.00221 0.00427 J, B 0.00566 0.0065 0.0189 0.00134 -- 0.0018 0.00243 J, B 0.000185 J 0.00285 -- 0.00309 0.009389/18/2017 -- <0.100 <0.100 0.00121 <0.000500 <0.000500 <0.00500 0.00125 <0.00100 0.00308 <0.000500 -- <0.00100 <0.00100 <0.000500 0.000501 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- 4.79 1.24 j 0.278 j <0.000500 0.0803 j <0.00500 0.511 0.160 0.633 0.0224 j -- 0.0213 j 0.0768 0.00197 j 0.0540 j -- 1.41 1.20
Duplicate 6/21/2018 -- 6.31 2.48 J j 0.447 j <0.00500 0.116 j <0.0500 0.516 0.213 0.838 0.0322 j -- 0.0298 j 0.0773 0.0268 j 0.0748 j -- 1.67 1.599/26/2018 -- <0.100 <0.0954 0.00113 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 0.00137 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/12/2018 -- <0.100 <0.0974 0.00166 <0.00100 <0.00100 <0.0500 0.00109 <0.00500 0.00294 <0.00100 -- <0.00500 <0.00100 <0.00100 0.00173 -- <0.00100 <0.003003/8/2019 -- <0.100 <0.0951 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 0.00180 <0.00100 -- <0.00500 <0.00100 <0.00100 0.00132 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 3 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-5 8/8/2013 0.94 -- -- 0.015 <0.001 0.15 <0.002 0.038 0.24 0.002 0.0018 0.11 0.0046 0.0084 <0.001 0.0023 0.0068 0.05 0.1710/24/2013 2.1 -- -- 0.098 <0.001 0.028 <0.002 0.081 0.039 0.063 0.0051 0.20 0.0075 0.023 0.0026 0.011 0.12 0.10 0.321/30/2014 0.61 -- -- 0.038 0.0012 0.011 <0.002 0.05 0.018 0.034 0.0022 0.041 0.0017 0.0086 <0.001 0.0046 0.033 0.009 0.0754/8/2014 0.35 J -- -- 0.0051 J <0.001 0.0013 J 0.0021 J 0.025 J <0.001 0.0018 J 0.0021 J -- 0.0015 J 0.0085 J <0.001 <0.001 -- 0.0024 J 0.041 J
Duplicate 4/8/2014 0.52 J -- -- 0.012 J <0.001 0.0035 J 0.0033 J 0.037 J <0.001 0.0058 J 0.003 J -- 0.0019 J 0.013 J 0.001 0.0014 J -- 0.0061 J 0.06 J7/23/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 0.0014 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 7/23/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 0.0013 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 0.0018 <0.001 <0.001 <0.001 0.0048 <0.001 <0.001 <0.001 <0.001 0.0027 0.010 0.00752/10/2015 0.27 -- -- 0.0092 <0.001 0.0024 <0.002 0.040 0.016 0.0071 0.0020 0.0068 0.0030 0.0069 0.0016 0.0021 0.011 0.0092 0.0186/16/2015 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/16/2015 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 0.0024 <0.001 <0.001 <0.001 -- <0.001 0.0021 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 0.00318 j <0.0005 0.00154 j <0.0025 0.00446 j 0.00415 0.0031 j 0.000686 -- <0.001 0.0029 <0.0005 0.000897 j -- 0.00181 j 0.00348
Duplicate 3/22/2016 <0.10 <0.10 <0.10 0.00433 j <0.0005 0.00205 j <0.0025 0.00618 j 0.00399 0.00443 j 0.000945 -- <0.001 0.00324 <0.0005 0.00129 j -- 0.00252 j 0.004466/22/2016 -- <0.10 <0.10 0.00229 <0.0005 0.000606 <0.0025 J4 0.00329 <0.001 0.00429 <0.0005 -- <0.001 0.00057 <0.0005 <0.0005 -- 0.0158 0.0177
KDHE Split 6/22/2016 -- 0.089 <0.061 0.0019 <0.0010 0.00043J <0.010 0.0020 0.00084J 0.0035 <0.0010 -- <0.0010 <0.010 <0.0010 0.00018J -- 0.010 0.0149/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0935 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/15/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
KDHE Split 12/15/2016 -- <0.10 <0.0952 <0.001 <0.001 <0.001 <0.05 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.0033/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.00144 B <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- <0.100 <0.210 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
MW-6 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 0.0029 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0026 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/24/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0031 <0.001 0.0032 <0.001 0.0027 <0.001 <0.001 <0.001 <0.001 0.0031 0.0083 0.005910/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 0.0028 <0.001 <0.001 <0.001 <0.001 0.0014 0.0052 0.0042
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 4 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-6 (continued) 2/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003Duplicate 2/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
6/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 0.24 -- -- 0.0017 <0.001 <0.001 <0.002 0.0022 <0.001 0.0022 <0.001 -- <0.001 0.0020 <0.001 <0.001 -- 0.0076 0.01010/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 J4 <0.0005 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.095 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 <0.00100 <0.00100 <0.000500 <0.000500 <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 <0.00100 <0.00100 <0.000500 <0.000500 <0.000500 <0.0015012/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.00100 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000597 <0.00150
Duplicate 6/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 7/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0953 0.00142 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 0.00183 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00118 0.0045512/15/2018 -- <0.100 <0.118 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-7 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0012 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0014 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/24/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0016 <0.00310/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0024 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 0.089 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 0.11 -- -- 0.0027 <0.001 <0.001 <0.002 0.0029 <0.001 0.0031 <0.001 -- <0.001 0.0024 <0.001 <0.001 -- 0.0088 0.01410/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 J4 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 J <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 5 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-7 (continued) 3/28/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015KDHE Split 3/28/2017 -- <0.10 <0.0935 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.003
6/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 <0.00100 <0.00100 <0.000500 <0.000500 <0.000500 <0.0015012/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.00100 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
MW-8 8/8/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 0.16 -- -- 0.0026 <0.001 0.001 <0.002 0.0030 <0.001 0.0049 <0.001 0.013 <0.001 0.0041 <0.001 <0.001 0.0056 0.020 0.018
Duplicate 1/30/2014 0.15 -- -- 0.0031 <0.001 0.001 <0.002 0.0038 <0.001 0.0056 0.0011 0.014 <0.001 0.0040 <0.001 <0.001 0.0064 0.025 0.0214/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/22/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0014 <0.001 <0.001 <0.001 0.0041 <0.001 <0.001 <0.001 <0.001 0.0024 0.0082 0.0065
Duplicate 10/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0013 <0.001 <0.001 <0.001 0.0041 <0.001 <0.001 <0.001 <0.001 0.0021 0.0081 0.00632/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0017 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/23/2016 <0.10 <0.10 <0.10 <0.0005 j <0.0005 <0.0005 <0.0025 <0.0005 j <0.001 0.00074 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 3/23/2016 <0.50 <0.05 <0.06 0.00015 J j <0.001 <0.001 <0.01 0.00048 Jj -- 0.00094 J <0.001 -- -- <0.01 <0.001 <0.001 -- <0.001 <0.0036/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 J4 <0.0025 J4 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.114 UJ <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.101 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0958 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-9 8/9/2013 36 -- -- 0.82 <0.001 0.23 0.23 0.99 0.21 0.65 0.025 2.8 0.048 0.17 0.014 0.068 1.3 4.4 4.110/23/2013 0.054 -- -- <0.001 <0.001 <0.001 <0.002 0.0026 0.0011 <0.001 <0.001 <0.002 0.0025 0.001 <0.001 <0.001 <0.001 <0.001 <0.00311/25/2013 0.57 -- -- 0.022 <0.010 0.013 0.004 0.058 0.017 0.0019 <0.001 0.019 0.0028 0.0084 <0.001 <0.001 0.018 0.005 0.0371/28/2014 0.058 -- -- <0.001 <0.001 <0.001 <0.002 0.0046 0.0015 <0.001 <0.001 <0.002 <0.001 0.0033 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
Duplicate 4/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 6 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-9 (continued) 7/24/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0017 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0034 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0026 <0.003
Duplicate 10/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0023 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0053 <0.0039/15/2015 <0.05 -- -- 0.0016 <0.001 <0.001 <0.002 0.0019 <0.001 0.0031 <0.001 -- <0.001 0.0021 <0.001 <0.001 -- 0.0022 0.004310/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 3/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/23/2016 -- <0.10 0.251 0.0327 <0.0005 0.00592 <0.0025 J4 0.00567 0.00192 0.00138 0.00216 -- <0.001 0.0124 0.000823 0.00178 -- 0.00282 0.04158/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0926 0.00148 <0.001 0.00138 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/15/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
KDHE Split 12/15/2016 -- <0.10 <0.0962 <0.001 <0.001 <0.001 <0.05 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.0033/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00159/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0953 0.00347 <0.00100 0.00105 <0.0100 0.00154 0.00233 0.00453 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00334 0.0107
12/13/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0965 <0.00100 <0.00100 <0.00100 <0.0500 0.00114 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-10 8/9/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/23/2013 2.6 -- -- 0.033 <0.001 0.029 0.014 0.051 0.069 0.0034 <0.001 0.27 0.021 0.0013 0.0014 <0.001 0.15 0.14 0.4211/25/2013 3.7 -- -- 0.22 <0.001 0.072 0.019 0.016 0.081 0.027 0.0065 0.26 0.016 0.023 <0.001 0.025 0.12 0.048 0.381/28/2014 1.1 -- -- 0.12 <0.001 0.039 0.0023 0.026 0.0081 0.036 0.0049 0.073 0.0036 0.014 0.0064 0.015 0.05 0.048 0.124/8/2014 8.8 -- -- 0.56 <0.005 0.23 <0.01 0.12 <0.005 0.11 0.011 -- 0.026 0.035 <0.005 <0.005 -- 0.3 1.18/1/2014 0.091 -- -- <0.001 <0.001 <0.001 0.0066 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
10/29/2014 0.066 -- -- <0.001 <0.001 <0.001 <0.002 0.0021 <0.001 <0.001 <0.001 0.0058 <0.001 <0.001 <0.001 <0.001 0.0034 0.013 0.00922/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 0.35 -- -- <0.001 <0.001 <0.001 0.0029 0.0024 0.0032 <0.001 <0.001 0.0040 0.0045 <0.001 <0.001 <0.001 0.0021 0.0068 0.00629/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 0.0014 <0.001 -- <0.001 0.0019 <0.001 <0.001 -- 0.0016 <0.00310/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 0.212 -- -- <0.001 <0.001 <0.001 <0.01 0.00819 0.0336 <0.001 <0.001 -- 0.00514 <0.005 <0.001 <0.001 -- <0.005 0.00577
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 7 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-10 (continued) 3/23/2016 <0.10 <0.10 j <0.10 <0.0005 <0.0005 <0.0005 <0.0025 0.000703 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015KDHE Split 3/23/2016 <0.50 0.025 J j <0.06 0.00021 J 0.00023 J <0.001 <0.01 0.00079 J -- <0.001 <0.001 -- -- <0.01 <0.001 <0.001 -- <0.001 <0.003
6/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 J4 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 0.00279 <0.0005 <0.0005 -- <0.001 <0.0005 J <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 12/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.0015
Duplicate 6/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00159/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00604 <0.000500 0.0024 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.00095 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00157 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00226 0.003267/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 0.00158 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/26/2018 -- <0.100 <0.0952 0.00370 <0.00100 0.00117 <0.0100 0.00103 0.00193 0.00411 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- 0.00309 0.010812/13/2018 -- <0.100 <0.101 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 12/13/2018 -- <0.100 <0.0973 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- 1.49 0.742 0.174 <0.00100 0.0156 <0.0500 0.129 0.107 0.392 0.0117 -- 0.00552 0.0295 0.00288 0.0323 -- 0.860 0.810
3/22/2019 -- <0.100 <0.0974 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-11 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0024 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0024 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 0.25 -- -- 0.016 <0.001 0.0058 <0.02 0.012 0.0078 0.038 0.0011 0.021 0.0014 0.0059 <0.001 0.0024 0.023 0.023 0.0442/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 0.0010 <0.001 <0.002 <0.001 0.0034 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0032 <0.003
Duplicate 6/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0035 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 J4 <0.0005 <0.001 <0.005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- 0.000518 B <0.00159/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.000678 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/14/2016 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.200 <0.148 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.000554 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00172 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/8/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 8 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-12 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0026 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/9/2014 0.081 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/22/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 0.12 -- -- 0.0011 <0.001 <0.001 <0.002 0.0050 <0.001 0.0017 <0.001 0.010 <0.001 <0.001 <0.001 <0.001 0.0063 0.027 0.0162/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 0.0054 <0.001 <0.001 <0.001 <0.001 0.0029 0.0064 0.00836/16/2015 0.061 -- -- <0.001 <0.001 <0.001 <0.002 0.0014 <0.001 0.0013 <0.001 0.0058 <0.001 <0.001 <0.001 <0.001 0.0028 0.011 0.00869/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 0.0018 <0.001 <0.001 -- 0.0013 <0.00310/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 J4 <0.0005 <0.001 <0.0005 0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 6/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00390 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 0.000807 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.00201 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.00343 0.004037/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/11/2018
MW-13 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0032 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 0.072 -- -- 0.0014 <0.001 <0.001 <0.002 0.0011 <0.001 0.0024 <0.001 0.0063 <0.001 0.0038 <0.001 <0.001 0.0026 0.0083 0.00894/8/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/22/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 0.056 -- -- <0.001 <0.001 <0.001 <0.002 0.0028 <0.001 0.0011 <0.001 0.0065 <0.001 <0.001 <0.001 <0.001 0.0040 0.015 0.0112/10/2015 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0019 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Duplicate 12/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/23/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.00061 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- 0.000706 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 9 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-13 (continued) 12/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
Duplicate 3/30/2017 -- <0.10 <0.30 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00391 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
DRY 9/26/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2018 -- <0.100 <0.104 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 3/6/2019 -- <0.100 <0.0950 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-14 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.05 -- -- 0.0011 <0.001 <0.001 <0.002 <0.001 <0.001 0.0016 <0.001 0.0043 <0.001 <0.001 <0.001 <0.001 0.0017 0.0059 0.00614/9/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/22/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 0.54 -- -- 0.0029 <0.001 0.0013 <0.002 0.021 <0.001 0.0049 <0.001 0.036 <0.001 <0.001 <0.001 <0.001 0.022 0.10 0.058
2/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0016 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/23/2016 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 J <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
MW-15 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0026 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0026 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
7/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
10/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0012 <0.001 <0.001 <0.001 0.0030 <0.001 <0.001 <0.001 <0.001 0.0018 0.0072 0.00482/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0043 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 0.0018 <0.001 <0.001 -- 0.0018 <0.00310/22/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 10 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-15 (continued) 3/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- 0.0013 0.002429/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 0.00390 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00159/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 UJ <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/12/2018
MW-16 10/23/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0027 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 1/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/8/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 0.0026 <0.001 <0.001 <0.001 <0.001 0.0014 0.0050 0.00402/10/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0029 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.0005 j <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/15/2017 -- <0.100 <0.100 0.000905 j <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000621 <0.001507/26/2018 -- -- -- <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.002009/12/2018
MW-17 6/16/2015 95 -- -- 0.19 <0.001 0.31 0.044 2.0 0.37 1.5 0.044 3.4 0.038 0.14 0.015 0.10 1.8 6.8 5.29/15/2015 13 -- -- 0.45 <0.001 0.11 0.0061 0.71 0.23 0.59 0.026 -- 0.031 0.068 <0.001 0.061 -- 0.46 1.012/16/2015 2.24 -- -- 0.052 <0.001 0.00125 <0.01 0.27 0.08 0.153 0.00807 -- 0.0142 0.0125 <0.001 0.014 -- 0.0619 0.13/22/2016 3.03 2.05 1.27 0.0431 <0.0005 0.00223 <0.0025 0.338 0.0821 0.0226 0.00467 -- 0.00918 0.00584 <0.0005 0.002 -- 0.0464 0.06996/22/2016 -- 2.13 J 1.83 J 0.313 <0.0005 0.0575 J <0.0025 0.384 0.101 0.473 0.0178 -- 0.0137 0.0578 J 0.00235 0.045 -- 0.39 J 0.977
KDHE Split 6/22/2016 -- 4.0 J 4.6 J 0.42 <0.0025 0.088 J 0.2500 0.44 0.21 0.54 0.022J -- 0.029 0.084 J 0.0082J 0.055 -- 0.65 J 1.3Please refer to notes at end of table.
Well Abandoned
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 11 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-17 (continued) 9/20/2016 -- 3.22 2.36 0.247 <0.005 0.0599 <0.025 0.344 0.119 0.423 0.0149 -- 0.015 0.0461 <0.005 0.035 -- 0.339 0.76212/13/2016 -- 1.05 0.592 0.152 <0.0005 0.0364 0.0172 0.112 0.0703 0.233 0.0106 -- 0.0119 0.029 0.0018 0.027 -- 0.094 0.1063/28/2017 -- 0.265 0.211 0.0128 <0.0005 <0.0005 <0.0025 0.0372 0.0143 0.0158 0.00188 -- 0.00115 <0.0005 <0.0005 0.00335 -- 0.00747 0.0215
Duplicate 3/28/2017 -- 0.263 0.217 0.0132 <0.0005 <0.0005 <0.0025 0.0397 0.0162 0.0182 0.00186 -- 0.00123 0.00057 <0.0005 0.00327 -- 0.00701 0.02126/20/2017 -- 2.30 1.83 0.254 <0.000500 0.0901 0.0131 B 0.195 0.115 0.312 0.0147 -- 0.0412 0.0561 0.00234 0.03700 0.401 0.6649/15/2017 -- 0.233 0.198 <0.000500 <0.000500 <0.000500 <0.00500 0.0558 0.0165 0.00288 0.00163 -- <0.00100 <0.00100 <0.000500 0.0025 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 0.0192 <0.000500 0.00528 <0.00500 0.0229 0.00271 0.0186 0.000584 -- <0.00100 0.00329 <0.000500 0.0011 -- 0.0355 0.0713
Duplicate 12/13/2017 -- 0.132 j 0.102 j B 0.0226 <0.000500 0.00765 j <0.00500 0.0307 0.00666 j 0.0265 j 0.000818 j -- <0.00100 0.00505 j 0.00151 j 0.00160 j -- 0.0509 j 0.104 j3/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.00127 <0.00100 0.00164 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 0.00481 <0.000500 0.000674 <0.00500 0.0143 0.0160 0.0300 0.00119 -- 0.00177 <0.00100 <0.000500 0.00250 -- 0.00186 0.006629/26/2018 -- 1.64 3.48 0.515 <0.0333 0.153 <0.333 0.482 0.194 0.574 <0.0333 -- <0.0333 0.0864 <0.0333 0.0545 -- 0.612 1.5712/15/2018 -- 0.241 0.817 0.149 <0.00100 0.0351 <0.0500 0.130 0.0169 0.179 0.00659 -- <0.00500 0.0509 <0.00100 0.0153 -- 0.154 0.3483/7/2019 -- 1.35 2.41 0.900 <0.00100 0.214 <0.0500 0.330 0.381 1.32 0.0457 -- 0.0506 0.129 0.0161 0.127 -- 0.715 2.20
MW-18 6/16/2015 6.3 -- -- 0.021 <0.001 0.021 <0.002 0.26 0.036 0.12 0.0041 0.24 0.0035 0.015 0.0016 0.0089 0.17 0.59 0.419/15/2015 3.0 -- -- 0.069 <0.001 0.019 <0.002 0.26 0.036 0.12 0.0040 -- 0.0036 0.019 <0.001 0.0089 -- 0.090 0.29
Duplicate 9/15/2015 3.2 -- -- 0.023 <0.001 0.017 <0.002 0.25 0.037 0.11 0.0043 -- 0.0041 0.022 0.0018 0.0090 -- 0.097 0.2812/15/2015 <0.10 -- -- <0.001 J <0.001 <0.001 <0.01 0.00929 J 0.00178 J 0.00446 J <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Duplicate 12/15/2015 <0.10 -- -- 0.00154 J <0.001 <0.001 <0.01 0.0177 J 0.00382 J 0.00771 J <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 0.923 0.563 0.15 0.0116 <0.0005 0.00266 <0.0025 0.107 0.0214 0.0628 0.00227 -- 0.00251 0.00365 <0.0005 0.0048 -- 0.0107 0.01356/21/2016 -- 0.114 1.04 0.0222 <0.0005 0.000562 <0.0025 0.0444 0.00047 0.0282 0.00098 -- <0.001 0.00767 <0.0005 0.0019 -- 0.0154 0.1159/21/2016 -- 1.380 0.837 0.227 <0.0005 0.0429 <0.0025 0.263 0.095 0.344 0.011 -- 0.0112 0.0407 0.00165 0.028 -- 0.137 0.43412/13/2016 -- 0.514 0.33 0.0638 <0.0005 0.000716 0.0032 0.111 0.0429 0.127 0.0048 -- 0.00502 0.00874 0.000695 0.0111 -- 0.009 0.0163/28/2017 -- 0.453 0.202 j 0.0719 j <0.0005 0.000863 <0.0025 0.0987 j 0.0473 j 0.154 j 0.00578 j -- 0.00615 0.00105 B 0.000669 0.0143 j -- 0.0145 j 0.0326 j
KDHE Split 3/28/2017 -- <0.100 0.13 j 0.0124 j <0.001 0.00121 <0.050 0.0236 j 0.0145 j 0.0401 j 0.00164 j -- <0.005 <0.005 <0.001 0.00349 j -- 0.00237 j 0.00574 j6/20/2017 -- <0.100 <0.100 0.00197 <0.000500 0.000863 0.00398 J, B 0.00144 0.00136 0.0046 0.000192 J -- 0.000450 J 0.000629 B, J <0.000500 0.000349 J -- 0.01110 0.01639/18/2017 -- 2.44 1.76 0.328 <0.000500 0.106 <0.00500 0.215 0.178 0.409 0.0186 -- 0.026 0.0464 0.00255 0.0428 -- 0.2370 0.81212/14/2017 -- 0.155 0.205 0.0146 <0.000500 0.00333 <0.00500 0.0238 0.0169 0.038 0.00195 -- 0.00215 0.00224 0.00196 B 0.0039 -- 0.0040 0.04053/21/2018 -- 1.37 0.648 0.116 <0.000500 0.0636 <0.00500 0.163 0.138 0.231 0.0146 -- 0.0201 0.0305 0.00240 0.0420 -- 0.0672 0.4306/22/2018 -- 1.14 1.29 J 0.287 <0.00500 0.0714 <0.0500 0.273 0.218 0.521 0.0183 -- 0.0313 0.0490 <0.00500 0.0504 -- 0.112 1.059/26/2018 -- 0.780 0.543 0.187 <0.0250 0.0496 <0.250 0.233 0.114 0.362 <0.0250 -- <0.0250 0.0360 <0.0250 0.0369 -- 0.0927 0.69212/13/2018 -- 0.417 0.925 0.162 <0.00100 0.0275 <0.0500 0.195 0.143 0.373 0.0164 -- 0.0133 0.0166 0.00396 0.0414 -- 0.0208 0.2053/7/2019 -- 0.226 0.155 0.0228 <0.00100 0.00539 <0.0500 0.0686 0.0713 0.0755 0.00616 -- 0.00765 0.00248 0.00137 0.0125 -- 0.00204 0.0246
MW-19 6/16/2015 0.99 J -- -- 0.024 J <0.001 0.0074 <0.002 0.11 0.013 0.045 0.0015 0.16 <0.001 0.0029 J <0.001 0.0031 0.068 0.30 0.23Duplicate 6/16/2015 2.5 J -- -- 0.0071 J <0.001 0.0062 <0.002 0.11 0.012 0.046 0.0016 0.13 <0.001 0.0051 J <0.001 0.0027 0.067 0.30 0.19
9/15/2015 1.4 -- -- 0.020 <0.001 0.0051 0.0044 0.11 0.016 0.037 0.0015 -- 0.0016 0.0034 <0.001 0.0030 -- 0.15 0.1612/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 0.00545 0.00105 0.00169 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 0.00221 <0.001 0.000875 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- 1.24 0.153 0.117 <0.0005 0.0308 <0.0025 0.177 0.0162 0.179 0.00457 -- 0.00187 B 0.0274 <0.0005 0.00971 -- 0.647 0.9889/22/2016 -- 1.48 1.13 0.374 <0.0005 0.0783 <0.0025 0.265 0.139 0.558 0.0144 -- 0.019 0.0506 0.00211 0.039 -- 0.492 1.31
KDHE Split 9/22/2016 -- 0.663 1.63 0.187 <0.001 0.0634 <0.050 0.194 0.119 0.269 0.0122 -- 0.0167 0.0444 <0.001 0.0296 -- 0.192 0.56412/13/2016 -- 0.951 0.398 0.0863 <0.0005 0.0036 0.00649 0.244 0.103 0.179 0.0106 -- 0.0123 0.0103 0.00137 0.0222 -- 0.0139 0.0363/28/2017 -- <0.10 <0.10 0.00475 <0.0005 <0.0005 <0.0025 0.0158 0.00829 0.0185 0.00139 -- <0.001 0.00149 B <0.0005 0.00255 -- <0.001 0.003936/20/2017 -- 0.514 0.168 0.0470 <0.000500 0.00084 0.00581 B 0.132 0.0475 0.0480 0.00376 -- 0.0101 0.00395 B 0.000333 J 0.00586 0.0153 0.03059/18/2017 -- 0.362 0.215 0.0158 <0.000500 0.000848 <0.00500 0.0673 0.0368 0.118 0.00606 -- 0.00278 <0.00100 0.000529 0.0125 -- 0.00700 0.0168
12/14/2017 -- 0.206 0.13 0.0018 <0.000500 <0.000500 <0.00500 0.0582 0.0113 0.028 0.00383 -- 0.00112 <0.00100 <0.000500 0.00626 -- 0.00082 0.002623/21/2018 -- 0.361 <0.100 0.00327 <0.000500 0.000848 <0.00500 0.0547 0.0416 0.0123 0.00237 -- 0.00326 <0.00100 <0.000500 0.00369 -- 0.00654 0.01796/22/2018 -- 0.241 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0368 0.0207 0.00244 0.00181 -- 0.00154 <0.00100 <0.000500 0.00245 -- 0.00103 <0.001509/26/2018 -- 1.07 1.57 0.260 <0.0333 0.0668 <0.333 0.340 0.0778 0.404 <0.0333 -- <0.0333 0.0607 <0.0333 <0.0333 -- 0.644 1.1112/13/2018 -- 0.881 1.38 0.267 <0.00100 0.0609 <0.0500 0.248 0.241 0.578 0.0211 -- 0.0210 0.0340 0.00616 0.0567 -- 0.192 0.6263/7/2019 -- 0.399 0.535 0.133 <0.00500 0.0329 <0.250 0.0932 0.0765 0.259 0.0109 -- <0.0250 0.0148 <0.00500 0.0260 -- 0.104 0.353
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 12 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
MW-20 9/21/2016 -- 9.86 9.33 1.64 <0.005 0.498 <0.025 0.667 0.316 1.25 0.0603 -- 0.0644 0.24 0.0203 0.152 -- 4.03 8.2912/15/2016 -- 7.52 7.56 1.36 <0.025 0.542 <0.125 0.819 0.223 0.988 0.0413 -- <0.0500 0.111 <0.025 0.103 -- 3.86 4.46
KDHE Split 12/15/2016 -- 3.87 4.85 1.12 <0.001 0.456 <0.05 0.717 <0.25 0.724 0.0417 -- 0.0498 0.146 <0.001 0.102 -- 2.81 3.43/29/2017 -- 0.847 2.22 0.0937 <0.0025 0.0928 <0.0125 0.0398 0.0365 0.0317 <0.0025 -- 0.0116 0.0107 B <0.0025 0.00329 -- 0.0975 0.1496/20/2017 -- 11.7 5.02 0.620 <0.00250 0.191 0.0461 B 0.868 0.159 1.21 0.0306 -- 0.0274 0.119 0.00241 J 0.0777 3.94 4.339/14/2017 -- 4.58 2.49 0.608 <0.0500 0.198 <0.500 0.419 0.214 0.661 <0.0500 -- <0.100 0.114 <0.0500 <0.0500 1.54 2.5212/14/2017 -- 0.765 0.595 0.0608 <0.000500 0.0189 <0.00500 0.0617 0.0271 0.0798 0.00262 -- 0.00291 0.00939 <0.000500 0.00621 -- 0.182 0.1973/21/2018 -- 6.21 3.91 0.892 <0.000500 0.257 <0.00500 0.278 0.415 1.07 0.0455 -- 0.0562 0.109 0.00566 0.131 -- 1.21 2.366/22/2018 -- 7.49 2.21 J 0.446 <0.0125 0.190 <0.125 0.335 0.246 0.337 <0.0125 -- 0.0480 0.0852 <0.0125 0.0231 -- 0.711 1.299/26/2018 -- 0.309 0.344 0.0280 <0.00500 0.0132 <0.0500 0.0669 0.0177 0.0380 <0.00500 -- <0.00500 0.00510 <0.00500 <0.00500 -- 0.199 0.20912/13/2018 -- 2.84 2.51 0.508 <0.00100 0.152 <0.0500 0.637 0.222 0.917 0.0251 -- 0.0215 0.0825 0.00811 0.0708 -- 2.33 3.253/7/2019 -- 2.12 3.81 1.01 <0.0100 0.304 <0.500 0.356 0.363 J 1.55 0.0502 -- <0.0500 0.183 0.0157 0.132 -- 1.58 4.77
MW-21 9/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/15/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
KDHE Split 12/15/2016 -- <0.10 <0.0952 <0.001 <0.001 <0.001 <0.05 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.0033/29/2017 -- <0.10 <0.10 0.00115 <0.0005 0.000701 <0.0025 <0.0005 <0.001 0.00105 <0.0005 -- <0.001 0.000564 B <0.0005 <0.0005 -- 0.00151 0.002476/20/2017 -- <0.100 <0.100 0.000363 J <0.000500 0.000138 J 0.00393 J, B <0.000500 <0.00100 0.000463 J <0.000500 -- <0.00100 0.000884 J, B <0.000500 <0.000500 0.000928 0.001779/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 0.000861 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 3/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0952 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/13/2018 -- <0.100 <0.0966 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
MW-22 9/21/2016 -- 0.706 1.05 0.121 <0.0005 0.038 <0.0025 0.0701 0.0281 0.152 0.00702 -- 0.00894 0.0239 0.00232 0.0146 -- 0.289 0.57712/14/2016 -- 1.62 2.45 0.390 <0.0005 0.078 0.0166 0.136 0.0603 0.297 0.0172 -- 0.0118 0.0602 0.00254 0.0273 -- 0.734 1.873/29/2017 -- 0.561 0.983 0.0923 <0.0005 0.0355 <0.0025 0.0119 0.0291 <0.0005 0.00154 -- 0.0144 0.0196 <0.0005 <0.0005 -- 0.00147 0.0436/20/2017 -- 1.88 1.61 0.301 <0.000500 0.0779 0.0146 B 0.134 0.0616 0.295 0.0168 -- 0.0235 0.0395 0.00249 0.0324 0.931 1.719/14/2017 -- 0.702 0.434 0.030 <0.0100 0.0102 <0.100 0.0392 <0.0200 0.0674 <0.0100 -- <0.0200 <0.0200 <0.0100 <0.0100 -- 0.224 0.21712/14/2017 -- 0.290 0.564 0.0063 <0.000500 <0.000500 0.0075 0.0177 0.00513 0.0137 0.00881 -- 0.00328 <0.00100 0.00415 0.00935 -- <0.000500 <0.001503/22/2018 -- 0.709 0.979 0.0144 <0.000500 0.0124 <0.00500 0.00988 0.00964 0.0193 0.0120 -- 0.00584 0.00120 B 0.00112 0.0248 -- <0.000500 <0.001506/20/2018 -- 0.163 0.112 B 0.00655 <0.000500 0.00342 <0.00500 0.0505 0.0845 0.0644 0.00427 -- 0.0134 <0.00100 <0.000500 0.00737 -- 0.157 0.1769/26/2018 -- 0.143 0.500 0.00842 <0.00100 0.00124 <0.0100 0.00936 0.0117 0.0114 0.00217 -- 0.00234 0.00120 0.00100 0.00505 -- 0.00638 0.016212/14/2018 -- 1.71 0.717 j 0.582 <0.00100 0.164 <0.0500 0.173 0.200 0.771 0.0368 -- 0.0327 0.114 0.00514 0.0897 -- 0.611 2.40
Duplicate 12/14/2018 -- 1.62 1.79 j 0.672 <0.00100 0.195 J <0.0500 0.171 0.207 0.848 0.0367 -- 0.0345 0.132 0.00693 0.0930 -- 0.657 2.613/6/2019 -- 0.682 0.649 0.342 <0.00500 0.0862 <0.250 0.0552 0.110 0.408 0.0195 -- <0.0250 0.0472 0.00678 0.0500 -- 0.273 1.28
SVE-2 12/16/2015 <0.10 -- -- 0.00651 <0.001 0.00176 <0.01 0.00637 0.00132 0.00812 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- 0.0192 0.2523/23/2016 <0.10 <0.10 0.136 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/23/2016 -- <0.10 <0.10 0.00150 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 0.000885 <0.0005 -- <0.001 0.00162 <0.0005 <0.0005 -- <0.0005 <0.00159/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.00129 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.10 J <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 0.00793 J <0.000500 <0.000500 <0.000500 0.00389 J <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
SVE-3 9/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.30 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 0.0723 J 0.000196 J <0.000500 <0.000500 0.00407 J 0.000461 J 0.000438 J <0.000500 0.000140 J -- <0.00100 0.000201 J <0.000500 <0.000500 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/21/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/11/2018
Please refer to notes at end of table.
Well Abandoned
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 13 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
SVE-4 12/16/2015 15.5 -- -- 1.01 <0.005 0.951 <0.05 <0.005 0.0596 0.343 <0.005 -- 0.0753 0.198 0.144 0.470 -- <0.025 0.4663/23/2016 -- -- -- 0.09 <0.0005 0.00665 <0.0025 0.262 <0.01 0.0229 <0.005 -- <0.01 0.0205 <0.0005 0.006 -- <0.0005 <0.0156/23/2016 -- <0.10 26.4 0.04 <0.0025 <0.0025 <0.0125 <0.0025 <0.005 0.0173 0.00256 -- <0.005 0.0202 <0.0025 0.003 -- <0.0025 <0.00759/21/2016 -- 0.453 214 0.0103 <0.0005 <0.0005 <0.0025 0.000733 <0.001 <0.0005 <0.0005 -- <0.001 0.000516 <0.0005 <0.000 -- <0.0005 <0.001512/13/2016 -- 0.185 33.2 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.000 -- <0.0005 <0.00153/29/2017 -- 0.323 29.8 0.000584 <0.0005 <0.0005 <0.0025 0.0866 0.00649 <0.0005 0.00146 -- 0.00114 <0.0005 <0.0005 <0.000 -- <0.001 <0.00156/22/2017 -- 0.151 4.83 0.00138 <0.000500 0.000489 J 0.00755 <0.000500 <0.00100 <0.000500 0.000411 J -- <0.00100 <0.00250 <0.000500 0.001 -- <0.000500 <0.001509/18/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12/12/2017 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/21/2018 -- 0.208 14.7 <0.0005 UJ <0.0005 UJ <0.0005 UJ <0.005 UJ 0.0341 J 0.00261 J 0.00315 J 0.00679 J -- <0.001 UJ <0.001 UJ <0.0005 UJ 0.0142 J -- <0.0005 UJ <0.0015 UJ6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/11/2018
Irrigation Wells2001 N Colt Ct 6/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
9/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 j <0.0005 <0.0005 <0.0025 <0.0005 j <0.001 j <0.0005 j <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015 j
Duplicate 3/22/2016 <0.10 <0.10 <0.10 0.000852 j <0.0005 <0.0005 <0.0025 0.00188 j 0.00114 j 0.000685 j <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 0.00156 j7/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0952 <0.001 <0.001 <0.001 <0.05 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- <0.10 <0.20 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.000919 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- 0.000911 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0957 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0944 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
2004 N Colt Ct 6/16/2015 0.056 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/21/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 7/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
Well Abandoned
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 14 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2005 N Colt Ct 7/26/2013 6.6 -- -- 0.16 <0.005 0.045 0.019 0.47 0.09 0.13 <0.005 0.27 0.014 0.027 <0.005 0.013 0.17 0.34 0.4410/24/2013 4.2 -- -- 0.14 <0.001 0.022 <0.002 0.31 0.073 0.19 0.0055 0.27 0.012 0.023 0.0039 0.017 0.15 0.35 0.421/31/2014 3.7 -- -- 0.13 0.0041 0.029 <0.002 0.15 0.07 0.17 0.0057 0.26 0.01 0.017 0.0034 0.018 0.14 0.33 0.404/10/2014 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS7/23/2014 0.39 -- -- 0.018 <0.001 0.0039 <0.002 0.027 0.011 0.023 <0.001 0.025 0.0019 0.0025 <0.001 0.0022 0.019 0.043 0.04410/30/2014 2.2 -- -- 0.077 <0.001 0.0094 <0.002 0.23 0.055 0.19 0.0043 0.078 0.0091 0.017 0.0013 0.014 0.043 0.21 0.122/12/2015 1.4 -- -- 0.039 <0.001 0.0091 <0.002 0.059 0.022 0.041 0.0013 0.053 0.0039 0.0045 <0.001 0.0044 0.034 0.11 0.0886/16/2015 2.3 -- -- 0.012 <0.001 0.013 <0.002 0.066 0.027 0.066 0.0027 0.081 0.0039 0.0095 <0.001 0.0069 0.087 0.18 0.179/14/2015 4.9 -- -- 0.082 <0.001 0.020 <0.002 0.18 0.053 0.15 0.0038 -- 0.010 0.013 <0.001 0.012 -- 0.68 0.34
Duplicate 9/14/2015 5.2 -- -- 0.090 <0.001 0.022 <0.002 0.20 0.051 0.17 0.0044 -- 0.0090 0.013 <0.001 0.013 -- 0.70 0.3812/15/2015 2.75 -- -- 0.0672 <0.001 0.0169 <0.01 0.109 0.0284 0.127 0.00317 -- 0.00434 0.0136 <0.001 0.00952 -- 0.418 0.283/21/2016 3.42 4.54 1.37 0.229 <0.01 0.0601 <0.05 0.164 0.0721 0.320 <0.01 -- <0.02 0.0330 <0.01 0.0302 -- 0.845 0.7277/21/2016 -- 0.467 0.13 0.0417 <0.0025 0.0112 <0.0125 0.0257 0.0188 0.0512 <0.0025 -- <0.005 0.00554 <0.0025 0.00557 -- 0.0821 0.1019/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- 0.332 0.208 0.0102 <0.0005 0.00585 <0.0025 0.0192 0.0165 0.0116 0.000627 -- 0.00219 0.00288 <0.0005 0.00133 -- 0.0435 0.06393/28/2017 -- 0.423 j 0.121 0.0355 <0.0005 0.00809 j <0.0025 0.0276 0.0211 j 0.0355 0.00157 -- 0.00351 0.00511 <0.0005 0.00437 -- 0.0315 j 0.0483
KDHE 2005 N Colt Ct U 3/28/2017 -- 0.255 j -- 0.0456 <0.001 0.0151 <0.050 0.03330 0.0287 j 0.0411 0.00207 -- <0.005 0.00574 <0.001 0.00547 -- 0.0185 j 0.0469
KDHE 3/28/2017 -- 0.224 -- 0.0370 <0.001 0.0124 j <0.050 0.0277 0.0242 0.034 0.00164 -- <0.005 <0.005 <0.001 0.00409 -- 0.0206 0.04396/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 0.000218 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- 0.418 j 0.134 j 0.0285 j <0.000500 0.0067 j <0.00500 0.0271 j 0.0196 j 0.0307 j 0.00124 j -- 0.00405 j 0.00376 j <0.000500 0.00404 j -- 0.0572 j 0.0503 j
Duplicate 9/14/2017 -- 0.598 j 0.206 j 0.0496 j <0.000500 0.0119 j <0.00500 0.0476 j 0.0320 j 0.0523 j 0.00202 j -- 0.00580 j 0.00672 j <0.000500 0.00646 j -- 0.101 j 0.0891 j12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0011 <0.00100 <0.000500 <0.000500 -- <0.00100 0.00153 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- 3.78 1.25 j 0.252 <0.0100 0.0610 <0.100 0.203 0.137 0.298 0.0120 -- <0.0200 0.0298 B <0.0100 0.0350 -- 0.564 0.694
Duplicate 3/22/2018 -- 3.43 0.899 j 0.195 <0.000500 0.0579 <0.00500 0.199 0.148 0.307 0.0107 -- 0.0252 0.0327 0.00180 0.0360 -- 0.519 0.6466/20/2018 -- 2.72 0.495 0.133 <0.00250 0.0337 <0.0250 0.151 0.0755 0.204 0.00766 -- 0.0155 0.0191 <0.00250 0.0249 -- 0.359 0.3169/26/2018 -- 0.352 <0.0957 0.0120 <0.00250 0.00300 <0.0250 0.0138 0.0103 0.0170 <0.00250 -- <0.00250 <0.00250 <0.00250 <0.00250 -- 0.0220 0.024012/14/2018 -- <0.100 <0.0956 0.0115 J <0.00100 0.00295 <0.0500 0.0118 0.0128 J 0.0136 J <0.00100 -- <0.00500 0.00212 <0.00100 0.00167 -- 0.0112 J 0.0267 J3/6/2019 -- <0.100 <0.0947 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
2002 N Colt Ct 7/26/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0047 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.0010 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.0010 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.0010 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 15 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2002 N Colt Ct (continued) 2/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.000945 J <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.000228 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/26/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
HOA-1 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 2/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 0.076 -- -- 0.0018 <0.001 <0.001 <0.002 0.011 0.0019 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 0.0067 <0.001 0.00679/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Duplicate 12/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 0.00183 B <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 6/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0926 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/25/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0974 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 16 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
HOA-2 10/31/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/24/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
2006 N Colt Ct 6/12/2012 -- -- -- -- <0.005 -- <0.0020 17 3.0 14 0.64 46 1.1 5.2 -- -- 19 91 654/10/2014 23 -- -- 0.75 <0.005 0.28 0.026 0.98 0.16 0.36 0.016 -- 0.038 0.076 <0.005 0.048 -- 2 2.16/16/2015 140 -- -- 1.8 <0.025 0.55 <0.05 2.1 0.42 2.2 0.073 6.0 0.063 0.19 0.046 0.24 3.0 9.9 9.09/15/2015 29 -- -- 0.82 <0.005 0.21 <0.01 1.1 0.28 1.2 0.039 -- 0.055 0.12 <0.005 0.100 -- 1.7 2.812/16/2015 39.6 -- -- 1.12 <0.025 0.278 <0.25 1.74 0.151 1.48 0.0419 -- 0.039 0.201 <0.025 0.111 -- 3.39 4.713/22/2016 13.3 5.43 4.01 0.564 <0.0125 0.124 <0.0625 0.628 0.102 0.794 0.0257 -- <0.025 0.0898 <0.0125 0.0698 -- 0.899 2.006/21/2016 -- 7.64 8.08 1.34 <0.0025 0.354 0.0315 0.799 0.359 1.44 0.0552 -- 0.0412 0.167 0.00989 0.163 -- 2.83 5.009/20/2016 -- 6.77 5.79 1.27 J <0.0125 0.389 J <0.0625 0.602 J 0.282 1.08 J 0.0406 J -- 0.0519 0.141 J <0.0125 0.100 J -- 2.17 J 4.58 J
Duplicate 9/20/2016 -- 6.55 5.37 1.18 <0.0005 0.349 <0.00250 0.541 0.243 0.949 0.0415 -- 0.0535 0.146 J 0.00674 0.108 -- 1.92 3.9612/12/2016 -- 3.38 9.13 1.03 <0.005 0.312 <0.025 0.249 0.235 0.713 0.0355 -- 0.0438 0.154 0.00855 0.0974 -- 0.189 1.21
Duplicate 12/12/2016 -- 3.61 5.29 1.1 <0.010 0.331 <0.050 0.222 0.245 0.732 0.0382 -- <0.020 0.119 <0.010 0.11 -- 0.179 1.283/28/2017 -- 1.04 1.15 0.135 <0.005 0.0329 <0.025 0.0651 0.0583 0.0123 <0.005 -- <0.01 0.0169 <0.005 <0.005 -- 0.0239 0.196/22/2017 -- 2.58 j 4.88 0.779 <0.00500 0.243 j <0.0500 0.336 j 0.315 j 0.861 j 0.0425 j -- 0.108 j 0.139 0.00946 0.128 j -- 0.520 j 1.36 j
Duplicate 6/22/2017 -- 4.68 j 4.8 0.771 <0.000500 0.157 j <0.00500 0.230 j 0.158 j 0.614 j 0.0265 j -- 0.0428 j 0.112 0.00937 0.0756 j -- 0.365 j 0.988 j9/14/2017 -- 1.81 1.86 0.379 <0.00500 <0.00500 <0.05 0.359 0.132 0.478 0.0181 -- 0.0167 0.0514 <0.00500 0.0484 -- 0.0663 0.34412/12/2017 -- 1.84 2.10 0.407 <0.00500 0.00154 0.0203 0.267 0.171 0.481 0.0318 -- 0.0241 0.0468 0.00511 0.0863 -- 0.137 0.4393/22/2018 -- 0.969 0.727 0.0206 <0.000500 <0.000500 <0.00500 0.0767 0.0707 0.0308 0.00989 -- 0.0111 <0.00100 0.000699 0.0179 -- 0.000617 0.007286/20/20189/25/2018 -- 1.59 5.78 0.958 <0.0400 0.0645 <0.400 0.588 0.327 1.11 <0.0400 -- <0.0400 0.0894 <0.0400 0.0880 -- 0.206 2.0412/14/2018 -- 1.99 2.54 0.960 <0.00100 0.0246 <0.0500 0.230 0.322 0.744 0.0461 -- 0.0656 0.113 0.0135 0.131 -- 0.122 0.6903/7/2019 -- 1.11 3.11 0.226 <0.00100 0.00110 <0.0500 0.0464 0.0790 0.176 0.00986 -- 0.0149 0.0150 0.00396 0.0337 -- 0.0357 0.150
2007 N Colt Ct 7/26/2013 0.71 -- -- 0.018 <0.001 0.0061 <0.002 0.14 0.018 0.01 0.0014 0.025 0.002 0.0052 <0.001 0.002 0.024 0.045 0.04810/25/2013 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS1/29/2014 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS4/10/2014 NS -- -- NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS7/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/12/2015 0.40 -- -- 0.025 <0.001 <0.001 <0.002 0.052 0.019 0.027 <0.001 0.023 0.0018 0.0039 <0.001 0.0025 0.0025 0.022 0.0256/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 17 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2007 N Colt Ct (continued) 3/22/2016 <0.10 <0.10 <0.10 0.000835 <0.0005 <0.0005 <0.0025 0.00184 0.00109 0.000643 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 0.001567/21/2016 -- <0.10 <0.10 <0.00050 <0.0005 <0.0005 <0.0025 <0.00050 <0.001 <0.00050 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 7/21/2016 -- <0.10 <0.10 <0.00050 <0.0005 <0.0005 <0.0025 <0.00050 <0.001 <0.00050 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.00050 <0.0005 <0.0005 <0.0025 <0.00050 <0.001 <0.00050 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0943 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/13/2016 -- <0.10 <0.10 <0.00050 <0.0005 <0.0005 <0.0025 <0.00050 <0.001 <0.00050 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/28/2017 -- <0.10 <0.10 0.00181 <0.0005 <0.0005 <0.0025 0.0252 0.00305 0.000772 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
Duplicate 3/29/2017 -- <0.10 <0.10 0.00202 <0.0005 <0.0005 <0.0025 0.0309 0.00374 0.000922 <0.0005 -- <0.001 <0.0005 <0.0005 0.000516 -- <0.001 <0.00156/21/2017 -- 0.0582 J 0.0440 J 0.00105 <0.000500 <0.000500 <0.00500 0.0198 0.00221 0.000301 J 0.000179 J -- 0.000413 J 0.000205 J <0.000500 0.000289 J -- <0.000500 0.000452 J9/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/26/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 9/26/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/14/2018 -- <0.100 <0.104 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0948 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Duplicate 3/6/2019 -- <0.100 <0.0947 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
2019 N Ruger Cir 8/9/2013 0.42 -- -- <0.001 <0.001 <0.001 <0.002 0.085 0.026 0.0034 0.0013 0.0046 0.0035 0.0021 <0.001 0.0016 0.0034 0.017 0.008110/25/2013 0.28 -- -- 0.015 <0.001 <0.001 <0.002 0.13 0.0084 0.0062 <0.0010 <0.0020 0.0030 0.0010 <0.001 <0.001 <0.001 0.0011 <0.003
1/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
4/10/2014 <0.050 -- -- <0.001 <0.001 <0.001 0.0032 0.0048 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
7/23/2014 0.17 -- -- 0.0018 <0.001 <0.001 <0.002 0.069 0.0051 <0.001 <0.001 -- <0.001 0.0016 <0.001 <0.001 0.0048 0.002 0.0055
10/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
2/11/2015 0.12 -- -- <0.001 <0.001 <0.001 <0.002 0.053 0.0054 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
6/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
6/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
9/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0050 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 3/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0926 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/14/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Duplicate 12/14/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00153/28/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 0.000948 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
KDHE Split 3/28/2017 -- <0.10 -- <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.0036/21/2017 -- <0.100 0.00762 J <0.000500 <0.000500 <0.000500 <0.00500 0.000239 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/21/2017 -- 0.0485 J 0.0306 J <0.000500 <0.000500 <0.000500 <0.00500 0.000217 J <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 0.000608 <0.000500 <0.000500 <0.00500 0.00136 0.00194 0.000693 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/20/20189/25/2018 -- <0.100 <0.0954 j <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 j <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00200
Duplicate 9/25/2018 -- <0.100 0.128 j <0.00100 <0.00100 <0.00100 <0.0100 0.00310 j <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.0966 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- <0.100 <0.0949 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 18 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2020 N Ruger Cir 7/26/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 0.0015 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/20/2014 0.075 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 0.38 -- -- <0.001 <0.001 <0.001 0.16 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 0.059 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 2/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/14/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/22/2017 -- <0.100 0.0419 J <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- 0.106 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0429 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015010/9/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 0.0332 0.00395 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001506/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 6/22/2018 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001509/25/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 0.0207 0.00134 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- <0.100 <0.100 <0.00100 <0.00100 <0.00100 <0.0500 0.00402 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/7/2019 -- <0.100 <0.0948 0.00151 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00300
2028 N Ruger Cir 8/20/2013 0.47 -- -- <0.001 <0.001 <0.001 <0.002 0.011 0.042 <0.001 <0.001 <0.002 0.0051 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 0.015 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 0.015 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
Duplicate 4/10/2014 0.066 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 7/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 0.0037 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
Duplicate 10/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 19 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2028 N Ruger Cir (continued) 3/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0955 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2032 N Ruger Cir 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0310/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0953 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2021 N Ruger Ct 8/28/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.003010/25/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00301/29/2014 <0.05 -- -- <0.001 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00304/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00307/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003010/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00302/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00306/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00309/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 20 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2021 N Ruger Ct (continued) 3/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2025 N Ruger Ct 8/28/2013 <0.050 -- -- 0.0028 <0.0010 0.0012 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.003010/25/2013 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00301/31/2014 <0.050 -- -- <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.00304/10/2014 <0.050 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00307/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003010/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00302/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00306/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.0020 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00309/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00156/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
KDHE Split 9/22/2016 -- <0.10 <0.0935 <0.001 <0.001 <0.001 <0.050 <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.005 <0.001 <0.001 -- <0.001 <0.00312/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.20 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0951 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 UJ -- <0.00100 UJ <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
1009 W Mountain 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.003
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 21 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
1009 W Mountain (continued) 3/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/22/2016 -- <0.10 <0.20 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/22/2016 -- <0.10 <0.30 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/14/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.30 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2007 N Mountain Ct 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.0010 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.0010 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/11/2015 <0.05 -- -- <0.0010 <0.001 <0.001 0.014 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.0010 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 0.0012 0.0013 <0.0039/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.20 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/29/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.200 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
Duplicate 9/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/13/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/201812/15/2018 -- <0.100 <0.102 <0.00100 <0.00100 <0.00100 <0.0500 <0.00100 <0.00500 <0.00100 <0.00100 -- <0.00500 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.003003/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2009 N Mountain Ct 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/29/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/28/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/11/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/16/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/16/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/21/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.0015
Please refer to notes at end of table.
Obstruction in Well; Sample Not Collected
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 22 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
2009 N Mountain Ct (continued) 9/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/13/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.20 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/14/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.0015012/19/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0954 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
1211 W Quail Crossing Ct 8/20/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/25/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0031/31/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0034/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
Duplicate 4/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/23/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0036/17/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0039/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.003
Duplicate 9/15/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.00312/15/2015 <0.10 -- -- <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.005 <0.001 <0.001 -- <0.005 <0.0033/22/2016 <0.10 <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00157/22/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00159/20/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.001512/12/2016 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.0005 <0.00153/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.0015
Duplicate 3/30/2017 -- <0.10 <0.10 <0.0005 <0.0005 <0.0005 <0.0025 <0.0005 <0.001 <0.0005 <0.0005 -- <0.001 <0.0005 <0.0005 <0.0005 -- <0.001 <0.00156/21/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00250 <0.000500 <0.000500 -- <0.000500 <0.001509/15/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.00150
12/12/2017 -- <0.100 <0.100 <0.000500 <0.000500 <0.000500 <0.00500 <0.000500 <0.00100 <0.000500 <0.000500 -- <0.00100 <0.00100 <0.000500 <0.000500 -- <0.000500 <0.001503/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6/20/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --9/25/2018 -- <0.100 <0.0956 <0.00100 <0.00100 <0.00100 <0.0100 <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.00100 <0.00100 <0.00100 -- <0.00100 <0.0020012/10/2018 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/6/2019 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 23 of 24
Table B-2
Naph
thale
ne
n-Bu
tylb
enze
ne
n-Pr
opylb
enze
ne
o-Xy
lene
Tolu
ene
Benz
ene
Cyclo
hexa
ne
m,p
-Xyle
ne
Meth
ylcyc
lohe
xane
Historical Groundwater Analytical Results – Monitoring and Irrigation WellsQuail Crossing NeighborhoodAndover, Kansas
Sample Location SampleDate
GRO
1,2,4
Trim
ethy
lben
zene
1,2 D
ichlo
roet
hane
Concentrations in mg/L (ppm)
1,3,5-
Trim
ethy
lben
zene
2-Bu
tano
ne
Ethy
lben
zene
Isopr
opylb
enze
ne
LRH
MRH
Tota
l Xyle
nes
1910 N Quail Crossing 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003Duplicate 10/24/2013 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
4/10/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.001 <0.001 <0.001 -- <0.001 <0.0037/24/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00310/30/2014 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0032/12/2015 <0.05 -- -- <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003
0.5 0.35 0.15 0.00844 0.005 0.044 4.92 0.005 7.02 0.7 0.45 NE NE 0.00111 0.169 0.66 NE 1 10
Notes:1. GRO = Gasoline-range organics analyzed by U.S. Environmental Protection Agency (EPA) Method 8015D. During the March 2016 event KDHE analyzed GRO by 8260.2. LRH = Low-range hydrocarbons by KDHE Method KS LRH. LRH was first analyzed during the March 2016 event by EPA Method 8015. KDHE analyzed LRH in March 2016 by EPA Method 8260. 3. MRH = Middle-range hydrocarbons by KDHE Method KS MRH/HRH. MRH was first analyzed during the March 2016 event by EPA Method 8015M. 4. Volatile organic compounds by U.S. Environmental Protection Agency (EPA) Method 8260.5. mg/L (ppm) = Milligrams per liter (parts per million).6. Bold indicates detected concentration above the KDHE screening value.7. < = Not detected above the method reporting limit (MRL).8. -- = Not analyzed. 9. KDHE Split = Sample at time of collection was split with KDHE and analyzed independently.10. KDHE 2005 N Colt Ct U = This sample was collected with a bailer from first encountered water. 11. Duplicate = Field duplicate sample.12. DRY = Well was dry or insufficient water volume present to collect a sample.13. NE = A KDHE Tier 2 Risk Based Screening Value has not been established. 14. KDHE Tier 2 Screening Values from the Risk-Based Standards for Kansas, 5th Edition , October 2010. 15. NS = No sample collected. 16. J = Estimated value.17. UJ = The not detected value is estimated based on data quality.18. j = Relative percent difference between primary and field duplicate is greater than +/-30%. 19. B = Analyte was found in the method blank and sample. Concentration may be biased high.20. H = Results for this analyte were obtained outside of the method holding time due to lab error.
KDHE Tier 2 Values
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 24 of 24
Table B-3Separate- and Dissolved-Phase Recovery Data – 2006 N Colt CourtJune 2012 through June 2013
Andover, Kansas
Well Date Approximate SPH
Recovered(gallons)
Total Fluids Recovered (SPH and
Water) Fluid Removal Technology
6/14/2012 20 220 Mobile vacuum truck/hand bailer
6/15/2012 20 220 Mobile vacuum truck/hand bailer
6/28/2012 10 10 Hand bailer
7/2/2012 10 10 Hand bailer
7/3/2012 5 5 Hand bailer
7/5/2012 8 8 Hand bailer
7/5/2012 5 80 Mobile vacuum truck
8/15/2012 15 15 Hand bailer
8/20/2012 5 5 Hand bailer
11/8/2012 15 15 Hand bailer
11/15/2012 15 15 Hand bailer
11/21/2012 15 15 Hand bailer
11/30/2012 7 7 Hand bailer
12/7/2012 4 8 Hand bailer
12/14/2012 2 4 Hand bailer
12/21/2012 2 4 Hand bailer
12/28/2012 1.5 4 Hand bailer
1/4/2013 1 2 Hand bailer
1/17/2013 1.5 4 Hand bailer
2/1/2013 2 4 Hand bailer
2/13/2013 3 5 Hand bailer
3/15/2013 10 11 Hand bailer
3/20/2013 5 5 Hand bailer
4/5/2013 8 9 Hand bailer
4/12/2013 1 5 Hand bailer
4/25/2013 4 6 Hand bailer
5/10/2013 9 11 Hand bailer
5/17/2013 4 5 Hand bailer
5/21/2013 1 3 Hand bailer
6/5/2013 1 3 Hand bailer
Total Fluids Recovered -- 210 716 --
Notes:1. SPH = Separate-phase hydrocarbons.
before and after each event and estimating the volume of SPH in the corresponding gravel pack interval.3. The volume of SPH removed by hand bailing was measured. 4. NM = Not measured.
Irrigation Well - 2006 N Colt
Court
2. The SPH volume removed using vacuum technology was calculated by measuring the SPH thicknesses in the well
Quail Crossing Neighborhood
First Quarter 2019 Groundwater Monitoring ReportQuail Crossing Neighborhood – Andover, Kansas
1641-16Page 1 of 1
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
6/12/2013 42.19 41.38 0.81 8.0 NM 0.00 Mobile vacuum truck and hand bailing
6/21/2013 43.73 43.40 0.33 0.8 NM 0.00 Mobile vacuum truck
6/26/2013 43.59 43.16 0.43 1.1 NM 0.00 Mobile vacuum truck
7/2/2013 49.31 49.01 0.30 0.8 NM 0.00 Mobile vacuum truck
7/12/2013 55.11 54.82 0.29 0.7 NM 0.00 Mobile vacuum truck
7/17/2013 55.10 54.88 0.22 0.5 NM 0.01 Mobile vacuum truck
8/1/2013 46.35 46.15 0.20 0.5 NM 0.01 Mobile vacuum truck
8/8/2013 41.49 -- 0.00 0.0 NM 0.00 Mobile vacuum truck
8/13/2013 39.10 -- 0.00 0.0 NM 0.00 Mobile vacuum truck
8/20/2013 37.40 -- 0.00 0.0 NM 0.00 Mobile vacuum truck
8/28/2013 43.81 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
9/5/2013 47.86 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
9/11/2013 50.61 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
9/17/2013 49.06 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
9/23/2013 48.97 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
9/30/2013 48.63 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
10/10/2013 49.16 49.01 0.15 0.3 NM 0.0 Mobile vacuum truck
10/17/2013 48.40 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
10/24/2013 48.71 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
10/31/2013 44.86 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
11/6/2013 43.66 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
11/13/2013 41.82 -- 0.00 0.0 NM 0.0 Mobile vacuum truck11/20/2013 40.60 -- 0.00 0.0 NM 0.0 Mobile vacuum truck
11/26/2013 40.30 40.19 0.11 0.3 NM 0.0 Mobile vacuum truck
Quail Crossing Neighborhood
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 1 of 6
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
Quail Crossing Neighborhood
12/3/2013 39.44 sheen 0.00 0.0 NM 0.0 Mobile vacuum truck12/11/2013 39.63 sheen 0.00 0.0 NM 0.0 Mobile vacuum truck12/19/2013 39.23 -- 0.00 0.0 NM 0.0 Mobile vacuum truck12/27/2013 39.38 39.34 0.04 0.1 NM 0.0 Mobile vacuum truck1/3/2014 NM NM NM -- 50.0 NM Mobile vacuum truck1/10/2014 39.89 -- 0.00 0.0 50.0 0.0 Mobile vacuum truck1/16/2014 39.83 -- 0.00 0.0 50.0 0.0 Mobile vacuum truck1/21/2014 39.34 -- 0.00 0.0 75.0 0.0 Mobile vacuum truck1/30/2014 38.85 -- 0.00 0.0 50.0 0.0 Mobile vacuum truck2/12/2014 39.44 39.43 0.01 0.0 100.0 0.0 Mobile vacuum truck2/19/2014 39.37 39.36 0.01 0.0 75.0 0.0 Mobile vacuum truck2/26/2014 39.64 39.60 0.04 0.1 100.0 0.0 Mobile vacuum truck3/4/2014 39.76 39.73 0.03 0.1 75.0 0.0 Mobile vacuum truck3/13/2014 39.89 39.86 0.03 0.1 100.0 0.0 Mobile vacuum truck3/18/2014 39.65 39.61 0.04 0.1 50.0 0.0 Mobile vacuum truck3/27/2014 39.73 39.69 0.04 0.1 100.0 0.0 Mobile vacuum truck4/3/2014 40.46 40.42 0.04 0.1 50.0 0.0 Mobile vacuum truck4/8/2014 41.14 41.11 0.03 0.1 50.0 0.0 Mobile vacuum truck4/9/2014 41.47 41.43 0.04 0.1 50.0 0.0 Mobile vacuum truck4/10/2014 41.82 41.76 0.06 0.2 50.0 0.0 Mobile vacuum truck4/11/2014 43.25 43.21 0.04 0.1 50.0 0.0 Mobile vacuum truck4/17/2014 43.17 43.13 0.04 0.1 25.0 0.0 Mobile vacuum truck4/22/2014 44.95 44.90 0.05 0.1 25.0 0.0 Mobile vacuum truck4/29/2014 46.43 46.36 0.07 0.2 25.0 0.0 Mobile vacuum truck
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 2 of 6
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
Quail Crossing Neighborhood
5/8/2014 51.28 51.15 0.13 0.3 25.0 0.0 Mobile vacuum truck5/13/2014 51.83 51.66 0.17 0.4 50.0 0.0 Mobile vacuum truck5/20/2014 54.12 53.94 0.18 0.4 25.0 0.0 Mobile vacuum truck5/21/2014 55.28 55.11 0.17 0.4 25.0 0.0 Mobile vacuum truck5/29/2014 52.24 52.06 0.18 0.4 0.0 0.0 Mobile vacuum truck5/30/2014 53.32 53.13 0.19 0.5 0.0 0.0 Mobile vacuum truck6/2/2014 52.65 52.50 0.15 0.4 75.0 0.0 Mobile vacuum truck6/3/2014 52.63 52.49 0.14 0.4 25.0 0.0 Mobile vacuum truck6/10/2014 48.48 48.31 0.17 0.4 50.0 0.0 Mobile vacuum truck6/11/2014 49.10 48.95 0.15 0.4 25.0 0.0 Mobile vacuum truck6/18/2014 46.34 46.20 0.14 0.4 25.0 0.0 Mobile vacuum truck6/19/2014 47.60 47.43 0.17 0.4 0.0 0.0 Mobile vacuum truck6/24/2014 47.80 47.67 0.13 0.3 25.0 0.0 Mobile vacuum truck6/25/2014 46.94 46.81 0.13 0.3 25.0 0.0 Mobile vacuum truck7/1/2014 44.64 44.50 0.14 0.3 0.0 0.0 Mobile vacuum truck7/2/2014 44.78 44.64 0.14 0.4 0.0 0.0 Mobile vacuum truck7/10/2014 46.12 46.03 0.09 0.2 10.0 0.0 Mobile vacuum truck7/11/2014 47.02 46.91 0.11 0.3 0.0 0.0 Mobile vacuum truck7/15/2014 46.41 46.33 0.08 0.1 50.0 0.0 Mobile vacuum truck7/16/2014 47.55 47.41 0.14 0.3 50.0 0.0 Mobile vacuum truck7/22/2014 48.32 48.21 0.11 0.3 25.0 0.0 Mobile vacuum truck7/23/2014 49.38 49.27 0.11 0.3 25.0 0.0 Mobile vacuum truck7/31/2014 49.18 49.06 0.12 0.3 25.0 0.0 Mobile vacuum truck
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 3 of 6
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
Quail Crossing Neighborhood
8/1/2014 51.04 -- 0.00 0.0 25.0 0.0 Mobile vacuum truck8/5/2014 52.05 51.92 0.13 0.1 25.0 0.1 Mobile vacuum truck8/6/2014 52.92 52.79 0.13 0.3 25.0 sheen Mobile vacuum truck8/14/2015 52.94 52.79 0.15 0.2 25.0 0.1 Mobile vacuum truck8/15/2014 51.40 51.31 0.09 0.2 25.0 0.0 Mobile vacuum truck8/20/2014 54.23 54.09 0.14 0.3 25.0 0.0 Mobile vacuum truck8/21/2014 55.02 54.98 0.04 0.1 0.0 0.0 Mobile vacuum truck8/26/2014 58.27 58.20 0.07 0.1 25.0 0.0 Mobile vacuum truck8/27/2014 58.57 58.39 0.18 0.4 25.0 0.0 Mobile vacuum truck9/3/2014 57.48 57.29 0.19 0.4 25.0 0.0 Mobile vacuum truck9/4/2014 58.28 58.22 0.06 0.2 25.0 0.0 Mobile vacuum truck9/10/2014 58.12 57.94 0.18 0.4 0.0 0.0 Mobile vacuum truck9/11/2014 59.15 58.96 0.19 0.4 0.0 0.0 Mobile vacuum truck9/16/2014 58.14 57.98 0.16 0.4 0.0 0.0 Mobile vacuum truck9/17/2014 58.95 58.75 0.20 0.5 25.0 0.0 Mobile vacuum truck9/24/2014 59.17 58.95 0.22 0.5 0.0 sheen Mobile vacuum truck9/25/2014 60.58 60.35 0.23 0.6 0.0 0.0 Mobile vacuum truck10/1/2014 60.51 60.30 0.21 0.4 25.0 0.1 Mobile vacuum truck10/2/2014 60.53 60.47 0.06 0.2 25.0 0.0 Mobile vacuum truck
10/8/2014 (a.m.) 60.39 60.18 0.21 0.3 25.0 0.1 Mobile vacuum truck10/8/2014 (p.m.) 60.24 60.12 0.12 0.2 25.0 0.1 Mobile vacuum truck
10/17/2014 -- -- -- -- 25.0 -- Mobile vacuum truck
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 4 of 6
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
Quail Crossing Neighborhood
10/18/2014 56.69 56.56 0.13 0.3 25.0 0.0 Mobile vacuum truck10/21/2014 56.52 56.35 0.17 0.2 25.0 0.1 Mobile vacuum truck10/22/2014 56.62 56.43 0.19 0.3 25.0 0.1 Mobile vacuum truck10/30/2014 56.75 56.43 0.32 0.5 25.0 0.1 Mobile vacuum truck11/4/2014 56.21 56.09 0.12 0.1 25.0 0.1 Mobile vacuum truck11/11/2014 54.45 54.35 0.10 0.2 25.0 0.0 Mobile vacuum truck11/18/2014 53.11 53.00 0.11 0.3 25.0 0.0 Mobile vacuum truck11/25/2014 50.35 50.23 0.12 0.3 25.0 0.0 Mobile vacuum truck12/3/2014 49.23 49.12 0.11 0.2 50.0 0.0 Mobile vacuum truck12/3/2014 49.23 49.12 0.11 0.2 50.0 0.01 Mobile vacuum truck12/9/2014 48.71 48.61 0.10 0.2 50.0 0.03 Mobile vacuum truck12/17/2014 47.93 47.88 0.05 0.1 25.0 0.01 Mobile vacuum truck12/23/2014 47.13 47.06 0.07 0.2 25.0 0.00 Mobile vacuum truck12/31/2014 47.03 46.98 0.05 0.1 50.0 0.00 Mobile vacuum truck1/7/2015 46.87 46.78 0.09 0.2 50.0 0.01 Mobile vacuum truck1/14/2015 46.32 46.29 0.03 0.0 0.0 0.03 None1/20/2015 46.27 -- 0.00 0.0 0.0 0.00 None1/28/2015 47.34 47.27 0.07 0.0 0.0 0.07 None2/4/2015 45.92 45.84 0.08 0.0 0.0 0.08 None2/9/2015 45.59 45.55 0.04 0.1 50.0 0.01 Mobile vacuum truck3/18/2015 45.55 -- 0.00 0.3 0.3 0.00 SPH Skimmer 4/20/2015 44.49 -- 0.00 0.0 0.0 0.00 SPH Skimmer 5/22/2015 45.13 -- -- 0.0 0.0 0.00 SPH Skimmer
Please refer to notes at end of table.
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 5 of 6
Table B-4Separate- and Dissolved-Phase Recovery Data - 2006 N. Colt CourtJune 2013 through March 2019
Andover, Kansas
Date Depth to
Groundwater (feet bgs)
Depth to SPH(feet)
Product Thickness (feet)
Minimum SPH Recovered(gallons)
Total Fluids Recovered (SPH and
Water)
SPH Thickness After Removal Event Fluid Removal Technology
Quail Crossing Neighborhood
6/10/2015 45.43 -- 0.00 0.0 0.0 0.00 SPH Skimmer 6/16/2015 42.38 -- 0.00 0.0 0.0 0.00 SPH Skimmer 7/22/2015 47.66 -- -- 0.0 0.0 0.00 SPH Skimmer 8/20/2015 46.98 -- -- 0.0 0.0 0.00 SPH Skimmer 9/14/2015 49.56 -- -- 0.0 0.0 0.00 SPH Skimmer 10/20/2015 47.56 -- -- 0.0 0.0 0.00 SPH Skimmer 11/24/2015 48.66 -- -- 0.0 0.0 0.00 SPH Skimmer 12/14/2015 46.98 -- -- 0.0 0.0 0.00 SPH Skimmer 1/13/2016 37.27 -- -- 0.0 0.0 0.00 SPH Skimmer 2/16/2016 36.89 -- -- 0.0 0.0 0.00 SPH Skimmer 3/21/2016 37.03 -- -- 0.0 0.0 0.00 SPH Skimmer 4/26/2016 42.61 -- -- 0.0 0.0 0.00 SPH Skimmer 6/20/2016 42.40 -- -- 0.0 0.0 0.00 SPH Skimmer 9/21/2016 39.21 -- -- 0.0 0.0 0.00 SPH Skimmer 12/12/2016 41.95 -- -- 0.0 0.0 0.00 SPH Skimmer 3/27/2017 38.11 -- -- 0.0 0.0 0.00 SPH Skimmer 6/19/2017 37.35 -- -- 0.0 0.0 0.00 SPH Skimmer 9/14/2017 42.16 -- -- 0.0 0.0 0.00 SPH Skimmer 12/12/2017 41.62 -- -- 0.0 0.0 0.00 SPH Skimmer 3/22/2018 44.25 -- -- 0.0 0.0 0.00 SPH Skimmer 6/22/2018 Obstruction -- -- -- -- -- SPH Skimmer 9/25/2018 49.10 -- -- 0.0 0.0 0.00 SPH Skimmer 12/14/2018 45.22 -- -- 0.0 0.0 0.00 SPH Skimmer
3/7/2019 38.21 -- -- 0.0 0.0 0.00 SPH Skimmer
32 2710
Notes:
1. SPH = Separate-phase hydrocarbons.2. The SPH volume removed using vacuum technology was calculated by measuring the SPH thicknesses in the well
before and after each event and estimating the volume of SPH in the corresponding gravel pack interval.3. NM = Not measured. 4. -- = No SPH.
Total Fluids Recovered
First Quarter 2019 Groundwater Monitoring Report
Quail Crossing Neighborhood – Andover, Kansas
1641-16
Page 6 of 6
Appendix C Laboratory Analytical Report and QA/QC Report
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-1 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
1.0 Introduction
This appendix documents the results of a quality assurance (QA) review of the analytical data for groundwater samples that were collected during groundwater monitoring activities performed in March 2019 at the Quail Crossing neighborhood (the Neighborhood) in Andover, Kansas (the Site).
Report Report Date Sampling Event 490-169855-1 March 20, 2019 Groundwater Monitoring 490-169870-1 March 20, 2019 Groundwater Monitoring 490-170822-1 March 31, 2019 Groundwater Monitoring Resample
The data reviewed herein are from groundwater samples collected from monitoring/pilot test wells and groundwater samples collected from Neighborhood irrigation wells. The groundwater samples were analyzed by TestAmerica of Nashville, Tennessee. The QA review did not include a review of calibration or raw data. Section 2.0 lists the data validation used to determine the usability of the data. Section 3.0 lists the analytical methods used in sample analysis. Section 4.0 provides the QA results for each sampling event. Section 5.0 determines the conclusion of the data quality review.
2.0 Data Validation
The QA review outlines the applicable quality control criteria utilized during the data review process, as well as any deviations from those criteria. Examination and validation of the laboratory summary reports include:
• Analytical preparation and quantitation methods
• Analytical method holding times
• Sample handling
• Chain of custody handling
• Reporting limits
• Method and trip blank detections
• Laboratory control samples, matrix spikes, and surrogates to assess laboratory accuracy
• Laboratory control sample duplicates and matrix spike duplicates to assess laboratory precision
• Field duplicates to assess sampling and laboratory precision
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-2 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
2.1 Data Qualifiers
Any data that is found to have possible bias or error were qualified and flagged. The flags used in the data table are below.
J Result is an estimated value.
3.0 Analytical Methods
Chemical analyses of water samples consisted of the following:
• Low-range hydrocarbons (LRH) by KDHE Method KS LRH;
• Mid-range hydrocarbons (MRH) by KDHE Method KS MRH/HRH; and
• 1,2,4-Trimethylbenzene, 1,2-dichloroethane, 1,3,5-trimethylbenzene, 2-butanone, cyclohexane, isopropylbenzene, methylcyclohexane, BTEX (benzene, toluene, ethylbenzene, total xylenes), naphthalene, n-butylbenzene, and n-propylbenzene by U.S. Environmental Protection Agency (EPA) SW-846 test method 8260C.
4.0 Quality Assurance Objectives and Review
The general QA objectives for this project were to develop and implement procedures for obtaining, evaluating, and confirming the usability of data of a specified quality for monitoring groundwater quality trends at the Site. To collect such information, analytical data must have an appropriate degree of accuracy and reproducibility, samples collected must be representative of actual field conditions, and samples must be collected and analyzed using unbroken chain-of-custody procedures. Reporting limits and analytical results were compared to action levels for each parameter in the matrix of concern. Precision, accuracy, representativeness, completeness, and comparability parameters used to indicate data quality are defined as follows.
4.1 Holding Times and Sample Receipt
Holding times are the length of time a sample can be stored after collection and prior to analysis or extraction without significantly affecting the analytical results. Holding times vary by analyte, sample matrix, and analytical methodology. The groundwater samples included in this QA/QC review were analyzed within the
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-3 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
method recommended holding time. Below is a table outlining sample holding times based on sampling preservation and matrix.
Method Matrix Analyte Preservative Hold Time
EPA 8260C Water Volatile Organic Compounds Hydrochloric Acid (HCl) to pH<2; No headspace; glass VOA container 14 days
KS LRH Water Low-Range Hydrocarbons Hydrochloric Acid (HCl) to pH<2; No headspace; glass VOA container 14 days
KS MRH/HRH Water Mid-Range Hydrocarbons Hydrochloric Acid (HCl) to pH<2;
glass container 14 days
Samples were received on ice by the analytical laboratory. Sampling containers arrived intact and unbroken to the laboratory. Groundwater samples to be analyzed for VOCs were received without headspace in VOA sampling containers. Chain of custody documents were appropriately relinquished by the Apex Companies sampler and received by TestAmerica. They were filled out with the correct sample ID, sampling date, sampling time, and analyses requested. There were no discrepancies found between container labels and the chain of custodies received. 4.2 Reporting Limits
Reporting limits are the lowest concentration an instrument is capable of accurately detecting an analyte. They are determined by the laboratory and are based on instrumentation capabilities, the matrix of field samples, sample preparation procedures and suggested reporting limits by the EPA or the KDHE. In some cases, the reporting limits may be raised due to high concentrations of analytes or matrix interferences. Reporting limits were consistent with industry standards and were below KDHE Tier 2 Risk-Based Screening Values, with the exception of 1,2-dichloroethane for well MW-20. 4.3 Method Blanks
A method – or laboratory – blank is a quality control sample prepared by the laboratory from an analyte-free matrix and analyzed in an analytical batch along with environmental and other QC samples. It is used to assess laboratory contamination or background interferences. Analytical batch method blank samples were not detected for target analytes. 4.4 Trip Blanks
A trip blank is an analyte-free matrix that is taken from the laboratory to the sampling site and transported back to the laboratory unopened. Trip blanks assess contamination introduced during shipping and field handling activities. Two trip blanks were analyzed for the sampling event for VOCs by EPA Method 8260C and no compounds were detected.
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-4 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
4.5 Accuracy
Accuracy compares the accepted reference concentration of an analyte to the concentration determined analytically. Accuracy is measured as a percent recovery. This recovery must be within a certain range – or control limit – for the data in an analytical batch to be considered acceptable. The analytical laboratory provides quality control samples and surrogates to help determine the accuracy and acceptability of the data reported. These quality control samples and surrogates are discussed below. 4.5.1 Laboratory Control Samples
Laboratory control samples (LCS) and laboratory control sample duplicates (LCSD) were analyzed by the laboratory to assess the accuracy of the analytical methods. One set of LCS and LCSDs were analyzed per analytical batch. The LCS and LCSDs are prepared from an analyte-free matrix that is spiked with known levels of compounds of concern. The concentrations are measured and compared to the known spiked levels; expressed as a percent recovery. The benzene and cyclohexane recoveries were above the upper control limit for analytical batch 583625; however, the associated sample (collected from well MW-10) was not detected for benzene or cyclohexane. Results are acceptable for use and not flagged. 4.5.2 Matrix Samples
A matrix spike QC sample is used to assess the performance of the analytical method by determining potential matrix interferences. Matrix spike (MS) and matrix spike duplicate (MSD) analyses are performed on one environmental sample per analytical batch. A matrix spike sample uses an environmental sample that is spiked with known concentrations of analytes of interest. The matrix spike is then prepared and analyzed with the same analytical procedures as environmental samples in the analytical batch. The resulting concentration of the matrix spike is then compared to the known – or true – values added to the non-spiked environmental sample concentration. This comparison is expressed as a percent recovery. The recovery of MSD analytes for batch 580165 were below the lower control limits for ethylbenzene, toluene, 1,2,4-trimethylbenzene, and total xylenes. These analytes are present in the original sample (monitoring well MW-20) at concentrations greater than four times the matrix spike concentration; therefore, control limits are not applicable. Additionally, cyclohexane was recovered below the lower control limit for the MSD; however, the MS recovery for cyclohexane was within control limits. The well MW-20 results for cyclohexane is estimated and ‘J’ flagged due to variability in the recovery of this analyte.
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-5 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
4.5.3 Surrogates
Surrogates are organic compounds that are similar in chemical composition to the analytes of interest but are not likely to be found in the environment. They are spiked at a known concentration into environmental and batch QC samples prior to sample preparation and analysis. Surrogate recoveries for environmental samples are used to evaluate matrix interference, sample preparation efficiency, and analysis performance on a sample-specific basis. Surrogate recoveries were within control limits. 4.6 Precision
Precision is measured by how close values of duplicate analyses are to each other. These duplicate analyses are prepared from separate aliquots of the same sample and are analyzed at the same (or similar) time. Precision in the field ensures that samples taken are representative of field concentrations; this is demonstrated by field duplicates. Analytical precision is the ability of the laboratory to reproduce results that are similar to each other; this is measured through the duplicate analysis of environmental and batch QC samples. Precision is estimated by the relative percent difference (RPD) between the original analysis and the duplicate analysis. 4.6.1 Laboratory Control Sample Duplicates
The analytical batch LCS concentration of an analyte is compared to the LCSD concentration of the same analyte. The RPD is calculated from these two concentrations; which must be below a certain percentage to be considered acceptable. RPD values for analytical batch LCS/LCSDs were within control limits. 4.6.2 Matrix Spike Duplicates
Similar to the LCS/LCSD, the analytical batch MS/MSD analyte concentrations are also compared to each other and expressed as an RPD. The RPD cyclohexane and methylcyclohexane from analytical batch 580165 exceeded the control limit. The source of the MS and MSD for batch 580165 was collected from well MW-20. Due to the RPD exceedance, the result for cyclohexane from well MW-20 is estimated and ‘J’ flagged. The methylcyclohexane result is considered acceptable for use since methylcyclohexane was not detected in the sample collected from well MW-20. 4.6.3 Field Duplicate
A field duplicate is a second field sample collected from a selected sample location. Field duplicate samples serve as a check on laboratory precision and sampling quality, as well as potential variability of the sample matrix. The field duplicate is analyzed and compared to the original sample to assess precision. This
Appendix C — Laboratory Analytical Reports and Quality Assurance/Quality Control Results Summary
First Quarter 2019 Groundwater Monitoring Report Page C-6 Quail Crossing Neighborhood – Andover, Kansas May 7, 2019 1641-16
comparison can be expressed by the RPD between the original and duplicate samples. Only detections greater than the reporting limit are controlled and used for quality control purposes. Field duplicate samples were collected from monitoring wells MW-2, MW-13, and the irrigation well at 2007 N Colt Ct. RPD values were within the 30% control limit.
5.0 Conclusion
In conclusion, the QA objectives have been met and the data are of sufficient quality for use in this project.
ANALYTICAL REPORTTestAmerica Laboratories, Inc.TestAmerica Nashville2960 Foster Creighton DriveNashville, TN 37204Tel: (615)726-0177
TestAmerica Job ID: 490-169855-1TestAmerica Sample Delivery Group: 1641-14.002Client Project/Site: NuStar Andover Colt Irrigation Wells
For:Apex Companies LLC3015 SW 1st AvenuePortland, Oregon 97201
Attn: Sam Jackson
Authorized for release by:3/20/2019 3:49:51 PM
Shawn Hayes, Senior Project Manager(319)[email protected]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accreditedparameters, exceptions are noted in this report. This report may not be reproduced except in full,and with written approval from the laboratory. For questions please contact the Project Managerat the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature isintended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
1
2
3
4
5
6
7
8
9
10
11
12
Table of Contents
Client: Apex Companies LLCProject/Site: NuStar Andover Colt Irrigation Wells
TestAmerica Job ID: 490-169855-1SDG: 1641-14.002
Page 2 of 30TestAmerica Nashville
3/20/2019
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
1
2
3
4
5
6
7
8
9
10
11
12
Sample SummaryTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID Client Sample ID ReceivedCollectedMatrix
490-169855-1 2001 N Colt Court Water 03/06/19 15:50 03/09/19 09:15
490-169855-2 2006 N Colt Court Water 03/07/19 09:30 03/09/19 09:15
490-169855-3 2005 N Colt Court Water 03/06/19 14:30 03/09/19 09:15
490-169855-4 2007 N Colt Court Water 03/06/19 15:20 03/09/19 09:15
490-169855-5 2019 N Ruger Circle Water 03/06/19 16:20 03/09/19 09:15
490-169855-6 2020 N Ruger Circle Water 03/07/19 10:15 03/09/19 09:15
490-169855-7 HOA-1 Water 03/06/19 13:45 03/09/19 09:15
490-169855-8 DUP-1 Water 03/06/19 00:01 03/09/19 09:15
490-169855-9 Trip Blank-1 Water 03/06/19 00:01 03/09/19 09:15
TestAmerica Nashville
Page 3 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Case NarrativeClient: Apex Companies LLC TestAmerica Job ID: 490-169855-1Project/Site: NuStar Andover Colt Irrigation Wells SDG: 1641-14.002
Job ID: 490-169855-1
Laboratory: TestAmerica Nashville
Narrative
Job Narrative
490-169855-1
Comments
No additional comments.
Receipt
The samples were received on 3/9/2019 9:15 AM; the samples arrived in good condition, properly preserved and, where required, on ice. The temperatures of the 2 coolers at receipt time were 1.0º C and 1.7º C.
GC/MS VOA
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC Semi VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Organic Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
VOA Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
TestAmerica NashvillePage 4 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Definitions/GlossaryTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Glossary
These commonly used abbreviations may or may not be present in this report.
¤ Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TestAmerica Nashville
Page 5 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-1Client Sample ID: 2001 N Colt CourtMatrix: WaterDate Collected: 03/06/19 15:50
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 20:28 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 20:28 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 20:28 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 20:28 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 20:28 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 20:28 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 20:28 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 20:28 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 20:28 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 20:28 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 20:28 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 20:28 1Toluene <0.00100
0.00100 mg/L 03/12/19 20:28 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 20:28 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 20:28 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 103 70 - 130 03/12/19 20:28 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/12/19 20:28 170 - 130
1,2-Dichloroethane-d4 (Surr) 89 03/12/19 20:28 170 - 130
Toluene-d8 (Surr) 105 03/12/19 20:28 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 12:13 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 88 70 - 130 03/13/19 12:13 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0944 0.0944 mg/L 03/12/19 10:19 03/13/19 06:26 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 66 40 - 140 03/12/19 10:19 03/13/19 06:26 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 6 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-2Client Sample ID: 2006 N Colt CourtMatrix: WaterDate Collected: 03/07/19 09:30
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.0464 0.00100 mg/L 03/11/19 20:06 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 20:06 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 20:06 1Cyclohexane 0.0790
0.00100 mg/L 03/11/19 20:06 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 20:06 1Ethylbenzene 0.176
0.00100 mg/L 03/11/19 20:06 1Isopropylbenzene 0.00986
0.00500 mg/L 03/11/19 20:06 1Methylcyclohexane 0.0149
0.00100 mg/L 03/11/19 20:06 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 20:06 1Naphthalene 0.0150
0.00100 mg/L 03/11/19 20:06 1n-Butylbenzene 0.00396
0.00100 mg/L 03/11/19 20:06 1N-Propylbenzene 0.0337
0.00100 mg/L 03/11/19 20:06 1Toluene 0.0357
0.00100 mg/L 03/11/19 20:06 11,2,4-Trimethylbenzene 0.226
0.00100 mg/L 03/11/19 20:06 11,3,5-Trimethylbenzene 0.00110
0.00300 mg/L 03/11/19 20:06 1Xylenes, Total 0.150
4-Bromofluorobenzene (Surr) 103 70 - 130 03/11/19 20:06 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/11/19 20:06 170 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/11/19 20:06 170 - 130
Toluene-d8 (Surr) 103 03/11/19 20:06 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 1.11 0.500 mg/L 03/19/19 14:11 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 83 70 - 130 03/19/19 14:11 5
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 3.11 0.474 mg/L 03/12/19 10:19 03/13/19 14:02 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 72 40 - 140 03/12/19 10:19 03/13/19 06:54 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 7 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-3Client Sample ID: 2005 N Colt CourtMatrix: WaterDate Collected: 03/06/19 14:30
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 18:44 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 18:44 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 18:44 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 18:44 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 18:44 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 18:44 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 18:44 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 18:44 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 18:44 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 18:44 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 18:44 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 18:44 1Toluene <0.00100
0.00100 mg/L 03/11/19 18:44 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/11/19 18:44 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 18:44 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 102 70 - 130 03/11/19 18:44 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 102 03/11/19 18:44 170 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/11/19 18:44 170 - 130
Toluene-d8 (Surr) 106 03/11/19 18:44 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 12:45 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 90 70 - 130 03/13/19 12:45 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0947 0.0947 mg/L 03/12/19 10:19 03/13/19 07:22 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 58 40 - 140 03/12/19 10:19 03/13/19 07:22 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 8 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-4Client Sample ID: 2007 N Colt CourtMatrix: WaterDate Collected: 03/06/19 15:20
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 19:11 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 19:11 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 19:11 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 19:11 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 19:11 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 19:11 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 19:11 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 19:11 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 19:11 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 19:11 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 19:11 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 19:11 1Toluene <0.00100
0.00100 mg/L 03/11/19 19:11 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/11/19 19:11 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 19:11 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 100 70 - 130 03/11/19 19:11 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 99 03/11/19 19:11 170 - 130
1,2-Dichloroethane-d4 (Surr) 88 03/11/19 19:11 170 - 130
Toluene-d8 (Surr) 104 03/11/19 19:11 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 13:17 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 91 70 - 130 03/13/19 13:17 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0948 0.0948 mg/L 03/12/19 10:19 03/13/19 07:50 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 66 40 - 140 03/12/19 10:19 03/13/19 07:50 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 9 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-5Client Sample ID: 2019 N Ruger CircleMatrix: WaterDate Collected: 03/06/19 16:20
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 20:33 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 20:33 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 20:33 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 20:33 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 20:33 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 20:33 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 20:33 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 20:33 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 20:33 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 20:33 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 20:33 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 20:33 1Toluene <0.00100
0.00100 mg/L 03/11/19 20:33 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/11/19 20:33 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 20:33 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 103 70 - 130 03/11/19 20:33 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 101 03/11/19 20:33 170 - 130
1,2-Dichloroethane-d4 (Surr) 93 03/11/19 20:33 170 - 130
Toluene-d8 (Surr) 106 03/11/19 20:33 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 13:49 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 92 70 - 130 03/13/19 13:49 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0949 0.0949 mg/L 03/12/19 10:19 03/13/19 08:18 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 74 40 - 140 03/12/19 10:19 03/13/19 08:18 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 10 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-6Client Sample ID: 2020 N Ruger CircleMatrix: WaterDate Collected: 03/07/19 10:15
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 21:00 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 21:00 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 21:00 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 21:00 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 21:00 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 21:00 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 21:00 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 21:00 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 21:00 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 21:00 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 21:00 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 21:00 1Toluene <0.00100
0.00100 mg/L 03/11/19 21:00 11,2,4-Trimethylbenzene 0.00151
0.00100 mg/L 03/11/19 21:00 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 21:00 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 100 70 - 130 03/11/19 21:00 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 103 03/11/19 21:00 170 - 130
1,2-Dichloroethane-d4 (Surr) 93 03/11/19 21:00 170 - 130
Toluene-d8 (Surr) 104 03/11/19 21:00 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 02:06 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 95 70 - 130 03/14/19 02:06 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0948 0.0948 mg/L 03/12/19 10:19 03/13/19 08:46 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 79 40 - 140 03/12/19 10:19 03/13/19 08:46 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 11 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-7Client Sample ID: HOA-1Matrix: WaterDate Collected: 03/06/19 13:45
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 19:38 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 19:38 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 19:38 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 19:38 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 19:38 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 19:38 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 19:38 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 19:38 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 19:38 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 19:38 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 19:38 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 19:38 1Toluene <0.00100
0.00100 mg/L 03/11/19 19:38 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/11/19 19:38 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 19:38 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 103 70 - 130 03/11/19 19:38 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 95 03/11/19 19:38 170 - 130
1,2-Dichloroethane-d4 (Surr) 84 03/11/19 19:38 170 - 130
Toluene-d8 (Surr) 103 03/11/19 19:38 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 14:21 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 93 70 - 130 03/13/19 14:21 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0948 0.0948 mg/L 03/12/19 10:19 03/13/19 09:15 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 73 40 - 140 03/12/19 10:19 03/13/19 09:15 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 12 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-8Client Sample ID: DUP-1Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 21:27 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/11/19 21:27 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/11/19 21:27 1Cyclohexane <0.00500
0.00100 mg/L 03/11/19 21:27 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/11/19 21:27 1Ethylbenzene <0.00100
0.00100 mg/L 03/11/19 21:27 1Isopropylbenzene <0.00100
0.00500 mg/L 03/11/19 21:27 1Methylcyclohexane <0.00500
0.00100 mg/L 03/11/19 21:27 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/11/19 21:27 1Naphthalene <0.00100
0.00100 mg/L 03/11/19 21:27 1n-Butylbenzene <0.00100
0.00100 mg/L 03/11/19 21:27 1N-Propylbenzene <0.00100
0.00100 mg/L 03/11/19 21:27 1Toluene <0.00100
0.00100 mg/L 03/11/19 21:27 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/11/19 21:27 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/11/19 21:27 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 101 70 - 130 03/11/19 21:27 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 98 03/11/19 21:27 170 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/11/19 21:27 170 - 130
Toluene-d8 (Surr) 107 03/11/19 21:27 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 20:53 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 91 70 - 130 03/12/19 20:53 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0947 0.0947 mg/L 03/12/19 10:19 03/13/19 09:43 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 71 40 - 140 03/12/19 10:19 03/13/19 09:43 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 13 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Lab Sample ID: 490-169855-9Client Sample ID: Trip Blank-1Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 17:45 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 17:45 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 17:45 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 17:45 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 17:45 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 17:45 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 17:45 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 17:45 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 17:45 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 17:45 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 17:45 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 17:45 1Toluene <0.00100
0.00100 mg/L 03/12/19 17:45 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 17:45 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 17:45 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 104 70 - 130 03/12/19 17:45 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/12/19 17:45 170 - 130
1,2-Dichloroethane-d4 (Surr) 88 03/12/19 17:45 170 - 130
Toluene-d8 (Surr) 105 03/12/19 17:45 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 15:03 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 98 70 - 130 03/12/19 15:03 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 14 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: 8260C - Volatile Organic Compounds by GC/MS
Client Sample ID: Method BlankLab Sample ID: MB 490-580064/8Matrix: Water Prep Type: Total/NAAnalysis Batch: 580064
RL MDL
Benzene <0.00100 0.00100 mg/L 03/11/19 14:39 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.0500 0.0500 mg/L 03/11/19 14:39 12-Butanone (MEK)
<0.00500 0.00500 mg/L 03/11/19 14:39 1Cyclohexane
<0.00100 0.00100 mg/L 03/11/19 14:39 11,2-Dichloroethane
<0.00100 0.00100 mg/L 03/11/19 14:39 1Ethylbenzene
<0.00100 0.00100 mg/L 03/11/19 14:39 1Isopropylbenzene
<0.00500 0.00500 mg/L 03/11/19 14:39 1Methylcyclohexane
<0.00100 0.00100 mg/L 03/11/19 14:39 1Methyl tert-butyl ether
<0.00100 0.00100 mg/L 03/11/19 14:39 1Naphthalene
<0.00100 0.00100 mg/L 03/11/19 14:39 1n-Butylbenzene
<0.00100 0.00100 mg/L 03/11/19 14:39 1N-Propylbenzene
<0.00100 0.00100 mg/L 03/11/19 14:39 1Toluene
<0.00100 0.00100 mg/L 03/11/19 14:39 11,2,4-Trimethylbenzene
<0.00100 0.00100 mg/L 03/11/19 14:39 11,3,5-Trimethylbenzene
<0.00300 0.00300 mg/L 03/11/19 14:39 1Xylenes, Total
4-Bromofluorobenzene (Surr) 102 70 - 130 03/11/19 14:39 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
91 03/11/19 14:39 1Dibromofluoromethane (Surr) 70 - 130
82 03/11/19 14:39 11,2-Dichloroethane-d4 (Surr) 70 - 130
104 03/11/19 14:39 1Toluene-d8 (Surr) 70 - 130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580064/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580064
Benzene 0.0200 0.02000 mg/L 100 80 - 121
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2-Butanone (MEK) 0.100 0.07575 mg/L 76 62 - 133
Cyclohexane 0.0200 0.02009 mg/L 100 73 - 122
1,2-Dichloroethane 0.0200 0.01709 mg/L 85 77 - 121
Ethylbenzene 0.0200 0.01973 mg/L 99 80 - 130
Isopropylbenzene 0.0200 0.01944 mg/L 97 80 - 141
Methylcyclohexane 0.0200 0.01930 mg/L 96 71 - 129
Methyl tert-butyl ether 0.0200 0.01805 mg/L 90 72 - 133
Naphthalene 0.0200 0.01525 mg/L 76 62 - 138
n-Butylbenzene 0.0200 0.01923 mg/L 96 68 - 132
N-Propylbenzene 0.0200 0.01955 mg/L 98 75 - 129
Toluene 0.0200 0.02016 mg/L 101 80 - 126
1,2,4-Trimethylbenzene 0.0200 0.01884 mg/L 94 77 - 126
1,3,5-Trimethylbenzene 0.0200 0.01985 mg/L 99 77 - 127
Xylenes, Total 0.0400 0.03904 mg/L 98 80 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
101
LCS LCS
Qualifier Limits%Recovery
95Dibromofluoromethane (Surr) 70 - 130
871,2-Dichloroethane-d4 (Surr) 70 - 130
TestAmerica Nashville
Page 15 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580064/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580064
Toluene-d8 (Surr) 70 - 130
Surrogate
103
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580064/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 580064
Benzene 0.0200 0.01979 mg/L 99 80 - 121 1 12
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2-Butanone (MEK) 0.100 0.08040 mg/L 80 62 - 133 6 19
Cyclohexane 0.0200 0.01944 mg/L 97 73 - 122 3 16
1,2-Dichloroethane 0.0200 0.01683 mg/L 84 77 - 121 2 13
Ethylbenzene 0.0200 0.01949 mg/L 97 80 - 130 1 12
Isopropylbenzene 0.0200 0.01931 mg/L 97 80 - 141 1 13
Methylcyclohexane 0.0200 0.01942 mg/L 97 71 - 129 1 17
Methyl tert-butyl ether 0.0200 0.01875 mg/L 94 72 - 133 4 16
Naphthalene 0.0200 0.01612 mg/L 81 62 - 138 6 15
n-Butylbenzene 0.0200 0.01963 mg/L 98 68 - 132 2 14
N-Propylbenzene 0.0200 0.01958 mg/L 98 75 - 129 0 14
Toluene 0.0200 0.02017 mg/L 101 80 - 126 0 13
1,2,4-Trimethylbenzene 0.0200 0.01936 mg/L 97 77 - 126 3 13
1,3,5-Trimethylbenzene 0.0200 0.02001 mg/L 100 77 - 127 1 14
Xylenes, Total 0.0400 0.03917 mg/L 98 80 - 132 0 11
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
102
LCSD LCSD
Qualifier Limits%Recovery
94Dibromofluoromethane (Surr) 70 - 130
851,2-Dichloroethane-d4 (Surr) 70 - 130
102Toluene-d8 (Surr) 70 - 130
Client Sample ID: Method BlankLab Sample ID: MB 490-580366/7Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
RL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 16:23 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.0500 0.0500 mg/L 03/12/19 16:23 12-Butanone (MEK)
<0.00500 0.00500 mg/L 03/12/19 16:23 1Cyclohexane
<0.00100 0.00100 mg/L 03/12/19 16:23 11,2-Dichloroethane
<0.00100 0.00100 mg/L 03/12/19 16:23 1Ethylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1Isopropylbenzene
<0.00500 0.00500 mg/L 03/12/19 16:23 1Methylcyclohexane
<0.00100 0.00100 mg/L 03/12/19 16:23 1Methyl tert-butyl ether
<0.00100 0.00100 mg/L 03/12/19 16:23 1Naphthalene
<0.00100 0.00100 mg/L 03/12/19 16:23 1n-Butylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1N-Propylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1Toluene
<0.00100 0.00100 mg/L 03/12/19 16:23 11,2,4-Trimethylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 11,3,5-Trimethylbenzene
TestAmerica Nashville
Page 16 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-580366/7Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
RL MDL
Xylenes, Total <0.00300 0.00300 mg/L 03/12/19 16:23 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 16:23 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
91 03/12/19 16:23 1Dibromofluoromethane (Surr) 70 - 130
84 03/12/19 16:23 11,2-Dichloroethane-d4 (Surr) 70 - 130
104 03/12/19 16:23 1Toluene-d8 (Surr) 70 - 130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580366/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
Benzene 0.0200 0.02030 mg/L 101 80 - 121
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2-Butanone (MEK) 0.100 0.07326 mg/L 73 62 - 133
Cyclohexane 0.0200 0.02105 mg/L 105 73 - 122
1,2-Dichloroethane 0.0200 0.01681 mg/L 84 77 - 121
Ethylbenzene 0.0200 0.02001 mg/L 100 80 - 130
Isopropylbenzene 0.0200 0.01935 mg/L 97 80 - 141
Methylcyclohexane 0.0200 0.01995 mg/L 100 71 - 129
Methyl tert-butyl ether 0.0200 0.01778 mg/L 89 72 - 133
Naphthalene 0.0200 0.01429 mg/L 71 62 - 138
n-Butylbenzene 0.0200 0.01941 mg/L 97 68 - 132
N-Propylbenzene 0.0200 0.01990 mg/L 99 75 - 129
Toluene 0.0200 0.02060 mg/L 103 80 - 126
1,2,4-Trimethylbenzene 0.0200 0.01952 mg/L 98 77 - 126
1,3,5-Trimethylbenzene 0.0200 0.01952 mg/L 98 77 - 127
Xylenes, Total 0.0400 0.04010 mg/L 100 80 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
101
LCS LCS
Qualifier Limits%Recovery
94Dibromofluoromethane (Surr) 70 - 130
851,2-Dichloroethane-d4 (Surr) 70 - 130
103Toluene-d8 (Surr) 70 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-580300/31Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 03:45 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 89 70 - 130 03/13/19 03:45 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
TestAmerica Nashville
Page 17 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-580300/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 14:32 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 96 70 - 130 03/12/19 14:32 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580300/29Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.2969 mg/L 99 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
93
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580300/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.3140 mg/L 105 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
98
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580300/30Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.2928 mg/L 98 70 - 130 1 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
92
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580300/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.3081 mg/L 103 70 - 130 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
102
LCSD LCSD
Qualifier Limits%Recovery
TestAmerica Nashville
Page 18 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-580708/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 19:10 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 100 70 - 130 03/13/19 19:10 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580708/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.3127 mg/L 104 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580708/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.3035 mg/L 101 70 - 130 3 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
102
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Method BlankLab Sample ID: MB 490-581749/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/19/19 12:04 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 82 70 - 130 03/19/19 12:04 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-581749/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
LRH C5-C8 0.300 0.3031 mg/L 101 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
83
LCS LCS
Qualifier Limits%Recovery
TestAmerica Nashville
Page 19 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-581749/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
LRH C5-C8 0.300 0.3098 mg/L 103 70 - 130 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
84
LCSD LCSD
Qualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-580113/1-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
RL MDL
MRH C9-C18 <0.100 0.100 mg/L 03/11/19 14:56 03/13/19 03:37 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
1-Chlorooctadecane 78 40 - 140 03/13/19 03:37 1
MB MB
Surrogate
03/11/19 14:56
Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580113/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
MRH C9-C18 0.150 0.1009 mg/L 67 40 - 140
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1-Chlorooctadecane 40 - 140
Surrogate
78
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580113/3-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
MRH C9-C18 0.150 0.1029 mg/L 69 40 - 140 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
1-Chlorooctadecane 40 - 140
Surrogate
81
LCSD LCSD
Qualifier Limits%Recovery
TestAmerica Nashville
Page 20 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
GC/MS VOA
Analysis Batch: 580064
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260C490-169855-2 2006 N Colt Court Total/NA
Water 8260C490-169855-3 2005 N Colt Court Total/NA
Water 8260C490-169855-4 2007 N Colt Court Total/NA
Water 8260C490-169855-5 2019 N Ruger Circle Total/NA
Water 8260C490-169855-6 2020 N Ruger Circle Total/NA
Water 8260C490-169855-7 HOA-1 Total/NA
Water 8260C490-169855-8 DUP-1 Total/NA
Water 8260CMB 490-580064/8 Method Blank Total/NA
Water 8260CLCS 490-580064/4 Lab Control Sample Total/NA
Water 8260CLCSD 490-580064/5 Lab Control Sample Dup Total/NA
Analysis Batch: 580366
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260C490-169855-1 2001 N Colt Court Total/NA
Water 8260C490-169855-9 Trip Blank-1 Total/NA
Water 8260CMB 490-580366/7 Method Blank Total/NA
Water 8260CLCS 490-580366/4 Lab Control Sample Total/NA
GC VOA
Analysis Batch: 580300
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169855-1 2001 N Colt Court Total/NA
Water Kansas - LRH490-169855-3 2005 N Colt Court Total/NA
Water Kansas - LRH490-169855-4 2007 N Colt Court Total/NA
Water Kansas - LRH490-169855-5 2019 N Ruger Circle Total/NA
Water Kansas - LRH490-169855-7 HOA-1 Total/NA
Water Kansas - LRH490-169855-8 DUP-1 Total/NA
Water Kansas - LRH490-169855-9 Trip Blank-1 Total/NA
Water Kansas - LRHMB 490-580300/31 Method Blank Total/NA
Water Kansas - LRHMB 490-580300/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-580300/29 Lab Control Sample Total/NA
Water Kansas - LRHLCS 490-580300/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-580300/30 Lab Control Sample Dup Total/NA
Water Kansas - LRHLCSD 490-580300/5 Lab Control Sample Dup Total/NA
Analysis Batch: 580708
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169855-6 2020 N Ruger Circle Total/NA
Water Kansas - LRHMB 490-580708/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-580708/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-580708/5 Lab Control Sample Dup Total/NA
Analysis Batch: 581749
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169855-2 2006 N Colt Court Total/NA
Water Kansas - LRHMB 490-581749/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-581749/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-581749/5 Lab Control Sample Dup Total/NA
TestAmerica Nashville
Page 21 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
GC Semi VOA
Prep Batch: 580113
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-169855-1 2001 N Colt Court Total/NA
Water 3510C490-169855-2 2006 N Colt Court Total/NA
Water 3510C490-169855-3 2005 N Colt Court Total/NA
Water 3510C490-169855-4 2007 N Colt Court Total/NA
Water 3510C490-169855-5 2019 N Ruger Circle Total/NA
Water 3510C490-169855-6 2020 N Ruger Circle Total/NA
Water 3510C490-169855-7 HOA-1 Total/NA
Water 3510C490-169855-8 DUP-1 Total/NA
Water 3510CMB 490-580113/1-A Method Blank Total/NA
Water 3510CLCS 490-580113/2-A Lab Control Sample Total/NA
Water 3510CLCSD 490-580113/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 580424
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 580113490-169855-1 2001 N Colt Court Total/NA
Water Kan- MRH/HRH 580113490-169855-2 2006 N Colt Court Total/NA
Water Kan- MRH/HRH 580113490-169855-2 2006 N Colt Court Total/NA
Water Kan- MRH/HRH 580113490-169855-3 2005 N Colt Court Total/NA
Water Kan- MRH/HRH 580113490-169855-4 2007 N Colt Court Total/NA
Water Kan- MRH/HRH 580113490-169855-5 2019 N Ruger Circle Total/NA
Water Kan- MRH/HRH 580113490-169855-6 2020 N Ruger Circle Total/NA
Water Kan- MRH/HRH 580113490-169855-7 HOA-1 Total/NA
Water Kan- MRH/HRH 580113490-169855-8 DUP-1 Total/NA
Water Kan- MRH/HRH 580113MB 490-580113/1-A Method Blank Total/NA
Water Kan- MRH/HRH 580113LCS 490-580113/2-A Lab Control Sample Total/NA
Water Kan- MRH/HRH 580113LCSD 490-580113/3-A Lab Control Sample Dup Total/NA
TestAmerica Nashville
Page 22 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169855-1Project/Site: NuStar Andover Colt Irrigation Wells SDG: 1641-14.002
Client Sample ID: 2001 N Colt Court Lab Sample ID: 490-169855-1Matrix: WaterDate Collected: 03/06/19 15:50
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/12/19 20:281 TAL NSH580366
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 12:13 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1059.3 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 06:26 JDG TAL NSHTotal/NA
Client Sample ID: 2006 N Colt Court Lab Sample ID: 490-169855-2Matrix: WaterDate Collected: 03/07/19 09:30
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 20:061 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 5 581749 03/19/19 14:11 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.6 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 06:54 JDG TAL NSHTotal/NA
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.6 mL 1 mL
Analysis Kan- MRH/HRH 5 580424 03/13/19 14:02 JDG TAL NSHTotal/NA
Client Sample ID: 2005 N Colt Court Lab Sample ID: 490-169855-3Matrix: WaterDate Collected: 03/06/19 14:30
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 18:441 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 12:45 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1055.5 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 07:22 JDG TAL NSHTotal/NA
Client Sample ID: 2007 N Colt Court Lab Sample ID: 490-169855-4Matrix: WaterDate Collected: 03/06/19 15:20
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 19:111 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 13:17 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1055.1 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 07:50 JDG TAL NSHTotal/NA
TestAmerica Nashville
Page 23 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169855-1Project/Site: NuStar Andover Colt Irrigation Wells SDG: 1641-14.002
Client Sample ID: 2019 N Ruger Circle Lab Sample ID: 490-169855-5Matrix: WaterDate Collected: 03/06/19 16:20
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 20:331 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 13:49 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1053.8 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 08:18 JDG TAL NSHTotal/NA
Client Sample ID: 2020 N Ruger Circle Lab Sample ID: 490-169855-6Matrix: WaterDate Collected: 03/07/19 10:15
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 21:001 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 02:06 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.6 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 08:46 JDG TAL NSHTotal/NA
Client Sample ID: HOA-1 Lab Sample ID: 490-169855-7Matrix: WaterDate Collected: 03/06/19 13:45
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 19:381 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 14:21 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.8 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 09:15 JDG TAL NSHTotal/NA
Client Sample ID: DUP-1 Lab Sample ID: 490-169855-8Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/11/19 21:271 TAL NSH580064
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 20:53 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1056.5 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 09:43 JDG TAL NSHTotal/NA
Client Sample ID: Trip Blank-1 Lab Sample ID: 490-169855-9Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/12/19 17:451 TAL NSH580366
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 15:03 S1S TAL NSHTotal/NA 5 mL 5 mL
TestAmerica Nashville
Page 24 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169855-1Project/Site: NuStar Andover Colt Irrigation Wells SDG: 1641-14.002
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 25 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Method SummaryTestAmerica Job ID: 490-169855-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Irrigation Wells
Method Method Description LaboratoryProtocol
SW8468260C Volatile Organic Compounds by GC/MS TAL NSH
KDHEKansas - LRH Kansas - Low Range Hydrocarbons (LRH) TAL NSH
KDHEKan- MRH/HRH Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH) TAL NSH
SW8463510C Liquid-Liquid Extraction (Separatory Funnel) TAL NSH
SW8465030C Purge and Trap TAL NSH
Protocol References:
KDHE = Kansas Department of Health and Environment
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 26 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Accreditation/Certification SummaryClient: Apex Companies LLC TestAmerica Job ID: 490-169855-1Project/Site: NuStar Andover Colt Irrigation Wells SDG: 1641-14.002
Laboratory: TestAmerica NashvilleUnless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program EPA Region Identification Number Expiration Date
Kansas E-102297NELAP 10-31-19
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which
the agency does not offer certification.
Analysis Method Prep Method Matrix Analyte
8260C Water Cyclohexane
8260C Water Methylcyclohexane
8260C Water Xylenes, Total
Laboratory: TestAmerica Cedar FallsAll accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program EPA Region Identification Number Expiration Date
AIHA-LAP, LLC 101044IHLAP 11-01-20
Georgia State Program 4 IA100001 (OR) 09-29-19
Illinois NELAP 5 200024 11-29-19
Iowa State Program 7 007 12-01-19
Kansas NELAP 7 E-10341 01-31-20
Minnesota NELAP 5 019-999-319 12-31-19
Minnesota (Petrofund) State Program 1 3349 08-22-19
North Dakota State Program 8 R-186 09-29-19
Oregon NELAP 10 IA100001 09-29-19
USDA Federal P330-19-00003 01-02-22
TestAmerica Nashville
Page 27 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 28 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 29 of 30 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 30 of 30
3/20/2019
123456789101112
ANALYTICAL REPORTTestAmerica Laboratories, Inc.TestAmerica Nashville2960 Foster Creighton DriveNashville, TN 37204Tel: (615)726-0177
TestAmerica Job ID: 490-169870-1TestAmerica Sample Delivery Group: 1641-14.002Client Project/Site: NuStar Andover Colt Monitoring Wells
For:Apex Companies LLC3015 SW 1st AvenuePortland, Oregon 97201
Attn: Sam Jackson
Authorized for release by:3/20/2019 3:44:11 PM
Shawn Hayes, Senior Project Manager(319)[email protected]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accreditedparameters, exceptions are noted in this report. This report may not be reproduced except in full,and with written approval from the laboratory. For questions please contact the Project Managerat the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature isintended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
1
2
3
4
5
6
7
8
9
10
11
12
Table of Contents
Client: Apex Companies LLCProject/Site: NuStar Andover Colt Monitoring Wells
TestAmerica Job ID: 490-169870-1SDG: 1641-14.002
Page 2 of 49TestAmerica Nashville
3/20/2019
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
1
2
3
4
5
6
7
8
9
10
11
12
Sample SummaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID Client Sample ID ReceivedCollectedMatrix
490-169870-1 MW-1 Water 03/07/19 15:38 03/09/19 09:15
490-169870-2 MW-2 Water 03/07/19 09:25 03/09/19 09:15
490-169870-3 MW-3 Water 03/08/19 11:15 03/09/19 09:15
490-169870-4 MW-4 Water 03/08/19 09:22 03/09/19 09:15
490-169870-5 MW-6 Water 03/07/19 16:25 03/09/19 09:15
490-169870-6 MW-8 Water 03/06/19 14:20 03/09/19 09:15
490-169870-7 MW-9 Water 03/06/19 17:12 03/09/19 09:15
490-169870-8 MW-10 Water 03/06/19 16:20 03/09/19 09:15
490-169870-9 MW-11 Water 03/08/19 10:22 03/09/19 09:15
490-169870-10 MW-13 Water 03/06/19 12:45 03/09/19 09:15
490-169870-11 MW-17 Water 03/07/19 14:45 03/09/19 09:15
490-169870-12 MW-18 Water 03/07/19 11:28 03/09/19 09:15
490-169870-13 MW-19 Water 03/07/19 12:18 03/09/19 09:15
490-169870-14 MW-20 Water 03/07/19 13:33 03/09/19 09:15
490-169870-15 MW-21 Water 03/07/19 10:45 03/09/19 09:15
490-169870-16 MW-22 Water 03/06/19 15:15 03/09/19 09:15
490-169870-17 DUP-1 Water 03/06/19 00:01 03/09/19 09:15
490-169870-18 Trip Blank-1 Water 03/06/19 00:01 03/09/19 09:15
490-169870-19 DUP-2 Water 03/07/19 00:01 03/09/19 09:15
TestAmerica Nashville
Page 3 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Case NarrativeClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Job ID: 490-169870-1
Laboratory: TestAmerica Nashville
Narrative
Job Narrative
490-169870-1
Comments
No additional comments.
Receipt
The samples were received on 3/9/2019 9:15 AM; the samples arrived in good condition, properly preserved and, where required, on ice. The temperatures of the 4 coolers at receipt time were 2.2º C, 2.4º C, 3.4º C and 5.4º C.
GC/MS VOA
Method(s) 8260C: The following samples were diluted due to the nature of the sample matrix: MW-19 (490-169870-13), MW-20 (490-169870-14) and MW-22 (490-169870-16). Elevated reporting limits (RLs) are provided.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC Semi VOA
Method(s) Kan- MRH/HRH: The following sample was diluted due to the nature of the sample matrix: MW-20 (490-169870-14). Elevated reporting limits (RLs) are provided.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Organic Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
VOA Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
TestAmerica NashvillePage 4 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Definitions/GlossaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Qualifiers
GC/MS VOA
Qualifier Description
F1 MS and/or MSD Recovery is outside acceptance limits.
Qualifier
F2 MS/MSD RPD exceeds control limits
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
GC Semi VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report.
¤ Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TestAmerica Nashville
Page 5 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-1Client Sample ID: MW-1Matrix: WaterDate Collected: 03/07/19 15:38
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 20:55 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 20:55 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 20:55 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 20:55 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 20:55 1Ethylbenzene 0.00211
0.00100 mg/L 03/12/19 20:55 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 20:55 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 20:55 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 20:55 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 20:55 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 20:55 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 20:55 1Toluene <0.00100
0.00100 mg/L 03/12/19 20:55 11,2,4-Trimethylbenzene 0.00565
0.00100 mg/L 03/12/19 20:55 11,3,5-Trimethylbenzene 0.00221
0.00300 mg/L 03/12/19 20:55 1Xylenes, Total 0.0116
4-Bromofluorobenzene (Surr) 104 70 - 130 03/12/19 20:55 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 103 03/12/19 20:55 170 - 130
1,2-Dichloroethane-d4 (Surr) 95 03/12/19 20:55 170 - 130
Toluene-d8 (Surr) 105 03/12/19 20:55 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 02:38 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 95 70 - 130 03/14/19 02:38 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.200 0.0948 mg/L 03/12/19 10:19 03/13/19 10:11 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 79 40 - 140 03/12/19 10:19 03/13/19 10:11 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 6 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-2Client Sample ID: MW-2Matrix: WaterDate Collected: 03/07/19 09:25
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 02:27 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 02:27 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 02:27 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 02:27 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 02:27 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 02:27 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 02:27 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 02:27 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 02:27 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 02:27 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 02:27 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 02:27 1Toluene <0.00100
0.00100 mg/L 03/12/19 02:27 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 02:27 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 02:27 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 101 70 - 130 03/12/19 02:27 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 91 03/12/19 02:27 170 - 130
1,2-Dichloroethane-d4 (Surr) 83 03/12/19 02:27 170 - 130
Toluene-d8 (Surr) 105 03/12/19 02:27 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 03:10 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 95 70 - 130 03/14/19 03:10 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0948 0.0948 mg/L 03/12/19 10:19 03/13/19 10:40 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 72 40 - 140 03/12/19 10:19 03/13/19 10:40 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 7 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-3Client Sample ID: MW-3Matrix: WaterDate Collected: 03/08/19 11:15
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.0853 0.00100 mg/L 03/12/19 02:54 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 02:54 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 02:54 1Cyclohexane 0.0826
0.00100 mg/L 03/12/19 02:54 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 02:54 1Ethylbenzene 0.00211
0.00100 mg/L 03/12/19 02:54 1Isopropylbenzene 0.00862
0.00500 mg/L 03/12/19 02:54 1Methylcyclohexane 0.00872
0.00100 mg/L 03/12/19 02:54 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 02:54 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 02:54 1n-Butylbenzene 0.00181
0.00100 mg/L 03/12/19 02:54 1N-Propylbenzene 0.0181
0.00100 mg/L 03/12/19 02:54 1Toluene <0.00100
0.00100 mg/L 03/12/19 02:54 11,2,4-Trimethylbenzene 0.00353
0.00100 mg/L 03/12/19 02:54 11,3,5-Trimethylbenzene 0.00147
0.00300 mg/L 03/12/19 02:54 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 101 70 - 130 03/12/19 02:54 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 94 03/12/19 02:54 170 - 130
1,2-Dichloroethane-d4 (Surr) 89 03/12/19 02:54 170 - 130
Toluene-d8 (Surr) 102 03/12/19 02:54 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 0.372 0.100 mg/L 03/14/19 06:22 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 96 70 - 130 03/14/19 06:22 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.200 0.0973 mg/L 03/14/19 09:01 03/15/19 22:27 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 64 40 - 140 03/14/19 09:01 03/15/19 22:27 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 8 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-4Client Sample ID: MW-4Matrix: WaterDate Collected: 03/08/19 09:22
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 03:21 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 03:21 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 03:21 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 03:21 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 03:21 1Ethylbenzene 0.00180
0.00100 mg/L 03/12/19 03:21 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 03:21 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 03:21 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 03:21 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 03:21 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 03:21 1N-Propylbenzene 0.00132
0.00100 mg/L 03/12/19 03:21 1Toluene <0.00100
0.00100 mg/L 03/12/19 03:21 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 03:21 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 03:21 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 102 70 - 130 03/12/19 03:21 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/12/19 03:21 170 - 130
1,2-Dichloroethane-d4 (Surr) 88 03/12/19 03:21 170 - 130
Toluene-d8 (Surr) 104 03/12/19 03:21 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 06:54 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 94 70 - 130 03/14/19 06:54 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0951 0.0951 mg/L 03/14/19 09:01 03/15/19 22:55 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 64 40 - 140 03/14/19 09:01 03/15/19 22:55 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 9 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-5Client Sample ID: MW-6Matrix: WaterDate Collected: 03/07/19 16:25
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 03:49 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 03:49 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 03:49 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 03:49 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 03:49 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 03:49 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 03:49 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 03:49 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 03:49 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 03:49 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 03:49 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 03:49 1Toluene <0.00100
0.00100 mg/L 03/12/19 03:49 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 03:49 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 03:49 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 101 70 - 130 03/12/19 03:49 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 92 03/12/19 03:49 170 - 130
1,2-Dichloroethane-d4 (Surr) 86 03/12/19 03:49 170 - 130
Toluene-d8 (Surr) 103 03/12/19 03:49 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 07:26 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 97 70 - 130 03/14/19 07:26 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0949 0.0949 mg/L 03/12/19 10:19 03/13/19 11:09 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 80 40 - 140 03/12/19 10:19 03/13/19 11:09 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 10 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-6Client Sample ID: MW-8Matrix: WaterDate Collected: 03/06/19 14:20
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 04:16 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 04:16 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 04:16 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 04:16 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 04:16 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 04:16 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 04:16 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 04:16 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 04:16 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 04:16 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 04:16 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 04:16 1Toluene <0.00100
0.00100 mg/L 03/12/19 04:16 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 04:16 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 04:16 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 04:16 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 94 03/12/19 04:16 170 - 130
1,2-Dichloroethane-d4 (Surr) 85 03/12/19 04:16 170 - 130
Toluene-d8 (Surr) 104 03/12/19 04:16 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 21:57 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 90 70 - 130 03/12/19 21:57 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0958 0.0958 mg/L 03/12/19 10:19 03/13/19 11:37 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 53 40 - 140 03/12/19 10:19 03/13/19 11:37 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 11 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-7Client Sample ID: MW-9Matrix: WaterDate Collected: 03/06/19 17:12
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.00114 0.00100 mg/L 03/12/19 04:43 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 04:43 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 04:43 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 04:43 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 04:43 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 04:43 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 04:43 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 04:43 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 04:43 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 04:43 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 04:43 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 04:43 1Toluene <0.00100
0.00100 mg/L 03/12/19 04:43 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 04:43 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 04:43 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 102 70 - 130 03/12/19 04:43 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 100 03/12/19 04:43 170 - 130
1,2-Dichloroethane-d4 (Surr) 92 03/12/19 04:43 170 - 130
Toluene-d8 (Surr) 104 03/12/19 04:43 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 22:29 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 91 70 - 130 03/12/19 22:29 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0965 0.0965 mg/L 03/12/19 10:19 03/13/19 12:06 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 71 40 - 140 03/12/19 10:19 03/13/19 12:06 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 12 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-8Client Sample ID: MW-10Matrix: WaterDate Collected: 03/06/19 16:20
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.129 0.00100 mg/L 03/12/19 05:10 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 05:10 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 05:10 1Cyclohexane 0.107
0.00100 mg/L 03/12/19 05:10 11,2-Dichloroethane <0.00100
0.0100 mg/L 03/12/19 19:34 10Ethylbenzene 0.392
0.00100 mg/L 03/12/19 05:10 1Isopropylbenzene 0.0117
0.00500 mg/L 03/12/19 05:10 1Methylcyclohexane 0.00552
0.00100 mg/L 03/12/19 05:10 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 05:10 1Naphthalene 0.0295
0.00100 mg/L 03/12/19 05:10 1n-Butylbenzene 0.00288
0.00100 mg/L 03/12/19 05:10 1N-Propylbenzene 0.0323
0.0100 mg/L 03/12/19 19:34 10Toluene 0.860
0.00100 mg/L 03/12/19 05:10 11,2,4-Trimethylbenzene 0.174
0.00100 mg/L 03/12/19 05:10 11,3,5-Trimethylbenzene 0.0156
0.0300 mg/L 03/12/19 19:34 10Xylenes, Total 0.810
4-Bromofluorobenzene (Surr) 99 70 - 130 03/12/19 05:10 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
4-Bromofluorobenzene (Surr) 102 03/12/19 19:34 1070 - 130
Dibromofluoromethane (Surr) 105 03/12/19 05:10 170 - 130
Dibromofluoromethane (Surr) 97 03/12/19 19:34 1070 - 130
1,2-Dichloroethane-d4 (Surr) 93 03/12/19 05:10 170 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/12/19 19:34 1070 - 130
Toluene-d8 (Surr) 104 03/12/19 05:10 170 - 130
Toluene-d8 (Surr) 105 03/12/19 19:34 1070 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 1.49 0.100 mg/L 03/12/19 23:00 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 91 70 - 130 03/12/19 23:00 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.742 0.193 mg/L 03/12/19 10:19 03/13/19 16:57 2
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 83 40 - 140 03/12/19 10:19 03/13/19 12:35 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 13 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-9Client Sample ID: MW-11Matrix: WaterDate Collected: 03/08/19 10:22
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 05:37 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 05:37 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 05:37 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 05:37 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 05:37 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 05:37 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 05:37 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 05:37 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 05:37 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 05:37 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 05:37 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 05:37 1Toluene <0.00100
0.00100 mg/L 03/12/19 05:37 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 05:37 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 05:37 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 98 70 - 130 03/12/19 05:37 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 91 03/12/19 05:37 170 - 130
1,2-Dichloroethane-d4 (Surr) 85 03/12/19 05:37 170 - 130
Toluene-d8 (Surr) 105 03/12/19 05:37 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 07:58 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 94 70 - 130 03/14/19 07:58 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0949 0.0949 mg/L 03/14/19 09:01 03/15/19 23:23 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 51 40 - 140 03/14/19 09:01 03/15/19 23:23 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 14 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-10Client Sample ID: MW-13Matrix: WaterDate Collected: 03/06/19 12:45
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 06:05 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 06:05 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 06:05 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 06:05 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 06:05 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 06:05 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 06:05 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 06:05 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 06:05 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 06:05 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 06:05 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 06:05 1Toluene <0.00100
0.00100 mg/L 03/12/19 06:05 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 06:05 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 06:05 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 103 70 - 130 03/12/19 06:05 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/12/19 06:05 170 - 130
1,2-Dichloroethane-d4 (Surr) 86 03/12/19 06:05 170 - 130
Toluene-d8 (Surr) 105 03/12/19 06:05 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 23:32 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 86 70 - 130 03/12/19 23:32 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0954 0.0954 mg/L 03/12/19 10:19 03/13/19 13:04 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 71 40 - 140 03/12/19 10:19 03/13/19 13:04 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 15 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-11Client Sample ID: MW-17Matrix: WaterDate Collected: 03/07/19 14:45
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.330 0.00100 mg/L 03/12/19 06:32 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 06:32 12-Butanone (MEK) <0.0500
0.0500 mg/L 03/12/19 20:01 10Cyclohexane 0.381
0.00100 mg/L 03/12/19 06:32 11,2-Dichloroethane <0.00100
0.0100 mg/L 03/12/19 20:01 10Ethylbenzene 1.32
0.00100 mg/L 03/12/19 06:32 1Isopropylbenzene 0.0457
0.00500 mg/L 03/12/19 06:32 1Methylcyclohexane 0.0506
0.00100 mg/L 03/12/19 06:32 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 06:32 1Naphthalene 0.129
0.00100 mg/L 03/12/19 06:32 1n-Butylbenzene 0.0161
0.00100 mg/L 03/12/19 06:32 1N-Propylbenzene 0.127
0.0100 mg/L 03/12/19 20:01 10Toluene 0.715
0.0100 mg/L 03/12/19 20:01 101,2,4-Trimethylbenzene 0.900
0.00100 mg/L 03/12/19 06:32 11,3,5-Trimethylbenzene 0.214
0.0300 mg/L 03/12/19 20:01 10Xylenes, Total 2.20
4-Bromofluorobenzene (Surr) 96 70 - 130 03/12/19 06:32 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
4-Bromofluorobenzene (Surr) 101 03/12/19 20:01 1070 - 130
Dibromofluoromethane (Surr) 102 03/12/19 06:32 170 - 130
Dibromofluoromethane (Surr) 106 03/12/19 20:01 1070 - 130
1,2-Dichloroethane-d4 (Surr) 98 03/12/19 06:32 170 - 130
1,2-Dichloroethane-d4 (Surr) 94 03/12/19 20:01 1070 - 130
Toluene-d8 (Surr) 102 03/12/19 06:32 170 - 130
Toluene-d8 (Surr) 104 03/12/19 20:01 1070 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 1.35 0.500 mg/L 03/19/19 14:43 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 85 70 - 130 03/19/19 14:43 5
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 2.41 0.475 mg/L 03/12/19 10:19 03/13/19 17:57 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 91 40 - 140 03/12/19 10:19 03/13/19 17:27 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 16 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-12Client Sample ID: MW-18Matrix: WaterDate Collected: 03/07/19 11:28
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.0686 0.00100 mg/L 03/12/19 07:27 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 07:27 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 07:27 1Cyclohexane 0.0713
0.00100 mg/L 03/12/19 07:27 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 07:27 1Ethylbenzene 0.0755
0.00100 mg/L 03/12/19 07:27 1Isopropylbenzene 0.00616
0.00500 mg/L 03/12/19 07:27 1Methylcyclohexane 0.00765
0.00100 mg/L 03/12/19 07:27 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 07:27 1Naphthalene 0.00248
0.00100 mg/L 03/12/19 07:27 1n-Butylbenzene 0.00137
0.00100 mg/L 03/12/19 07:27 1N-Propylbenzene 0.0125
0.00100 mg/L 03/12/19 07:27 1Toluene 0.00204
0.00100 mg/L 03/12/19 07:27 11,2,4-Trimethylbenzene 0.0228
0.00100 mg/L 03/12/19 07:27 11,3,5-Trimethylbenzene 0.00539
0.00300 mg/L 03/12/19 07:27 1Xylenes, Total 0.0246
4-Bromofluorobenzene (Surr) 101 70 - 130 03/12/19 07:27 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 96 03/12/19 07:27 170 - 130
1,2-Dichloroethane-d4 (Surr) 87 03/12/19 07:27 170 - 130
Toluene-d8 (Surr) 102 03/12/19 07:27 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 0.226 0.100 mg/L 03/14/19 09:01 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 95 70 - 130 03/14/19 09:01 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.155 0.0949 mg/L 03/14/19 09:01 03/15/19 20:34 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 66 40 - 140 03/14/19 09:01 03/15/19 20:34 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 17 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-13Client Sample ID: MW-19Matrix: WaterDate Collected: 03/07/19 12:18
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.0932 0.00500 mg/L 03/12/19 08:21 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.250 mg/L 03/12/19 08:21 52-Butanone (MEK) <0.250
0.0250 mg/L 03/12/19 08:21 5Cyclohexane 0.0765
0.00500 mg/L 03/12/19 08:21 51,2-Dichloroethane <0.00500
0.00500 mg/L 03/12/19 08:21 5Ethylbenzene 0.259
0.00500 mg/L 03/12/19 08:21 5Isopropylbenzene 0.0109
0.0250 mg/L 03/12/19 08:21 5Methylcyclohexane <0.0250
0.00500 mg/L 03/12/19 08:21 5Methyl tert-butyl ether <0.00500
0.00500 mg/L 03/12/19 08:21 5Naphthalene 0.0148
0.00500 mg/L 03/12/19 08:21 5n-Butylbenzene <0.00500
0.00500 mg/L 03/12/19 08:21 5N-Propylbenzene 0.0260
0.00500 mg/L 03/12/19 08:21 5Toluene 0.104
0.00500 mg/L 03/12/19 08:21 51,2,4-Trimethylbenzene 0.133
0.00500 mg/L 03/12/19 08:21 51,3,5-Trimethylbenzene 0.0329
0.0150 mg/L 03/12/19 08:21 5Xylenes, Total 0.353
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 08:21 5
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 93 03/12/19 08:21 570 - 130
1,2-Dichloroethane-d4 (Surr) 85 03/12/19 08:21 570 - 130
Toluene-d8 (Surr) 103 03/12/19 08:21 570 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 0.399 0.100 mg/L 03/14/19 09:34 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 94 70 - 130 03/14/19 09:34 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.535 0.0949 mg/L 03/14/19 09:01 03/15/19 21:03 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 64 40 - 140 03/14/19 09:01 03/15/19 21:03 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 18 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-14Client Sample ID: MW-20Matrix: WaterDate Collected: 03/07/19 13:33
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.356 0.0100 mg/L 03/12/19 09:16 10
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.500 mg/L 03/12/19 09:16 102-Butanone (MEK) <0.500
0.0500 mg/L 03/12/19 09:16 10Cyclohexane 0.363 F2 F1
0.0100 mg/L 03/12/19 09:16 101,2-Dichloroethane <0.0100
0.0100 mg/L 03/12/19 09:16 10Ethylbenzene 1.55
0.0100 mg/L 03/12/19 09:16 10Isopropylbenzene 0.0502
0.0500 mg/L 03/12/19 09:16 10Methylcyclohexane <0.0500 F2
0.0100 mg/L 03/12/19 09:16 10Methyl tert-butyl ether <0.0100
0.0100 mg/L 03/12/19 09:16 10Naphthalene 0.183
0.0100 mg/L 03/12/19 09:16 10n-Butylbenzene 0.0157
0.0100 mg/L 03/12/19 09:16 10N-Propylbenzene 0.132
0.0100 mg/L 03/12/19 09:16 10Toluene 1.58
0.0100 mg/L 03/12/19 09:16 101,2,4-Trimethylbenzene 1.01
0.0100 mg/L 03/12/19 09:16 101,3,5-Trimethylbenzene 0.304
0.0300 mg/L 03/12/19 09:16 10Xylenes, Total 4.77
4-Bromofluorobenzene (Surr) 99 70 - 130 03/12/19 09:16 10
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 89 03/12/19 09:16 1070 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/12/19 09:16 1070 - 130
Toluene-d8 (Surr) 101 03/12/19 09:16 1070 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 2.12 0.500 mg/L 03/19/19 15:14 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 82 70 - 130 03/19/19 15:14 5
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 3.81 0.476 mg/L 03/14/19 09:01 03/17/19 16:03 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 81 40 - 140 03/14/19 09:01 03/15/19 23:51 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 19 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-15Client Sample ID: MW-21Matrix: WaterDate Collected: 03/07/19 10:45
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 18:39 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 18:39 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 18:39 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 18:39 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 18:39 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 18:39 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 18:39 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 18:39 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 18:39 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 18:39 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 18:39 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 18:39 1Toluene <0.00100
0.00100 mg/L 03/12/19 18:39 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 18:39 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 18:39 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 18:39 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 101 03/12/19 18:39 170 - 130
1,2-Dichloroethane-d4 (Surr) 93 03/12/19 18:39 170 - 130
Toluene-d8 (Surr) 105 03/12/19 18:39 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 10:38 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 94 70 - 130 03/14/19 10:38 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0948 0.0948 mg/L 03/14/19 09:01 03/16/19 00:19 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 72 40 - 140 03/14/19 09:01 03/16/19 00:19 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 20 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-16Client Sample ID: MW-22Matrix: WaterDate Collected: 03/06/19 15:15
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene 0.0552 0.00500 mg/L 03/12/19 08:48 5
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.250 mg/L 03/12/19 08:48 52-Butanone (MEK) <0.250
0.0250 mg/L 03/12/19 08:48 5Cyclohexane 0.110
0.00500 mg/L 03/12/19 08:48 51,2-Dichloroethane <0.00500
0.00500 mg/L 03/12/19 08:48 5Ethylbenzene 0.408
0.00500 mg/L 03/12/19 08:48 5Isopropylbenzene 0.0195
0.0250 mg/L 03/12/19 08:48 5Methylcyclohexane <0.0250
0.00500 mg/L 03/12/19 08:48 5Methyl tert-butyl ether <0.00500
0.00500 mg/L 03/12/19 08:48 5Naphthalene 0.0472
0.00500 mg/L 03/12/19 08:48 5n-Butylbenzene 0.00678
0.00500 mg/L 03/12/19 08:48 5N-Propylbenzene 0.0500
0.00500 mg/L 03/12/19 08:48 5Toluene 0.273
0.00500 mg/L 03/12/19 08:48 51,2,4-Trimethylbenzene 0.342
0.00500 mg/L 03/12/19 08:48 51,3,5-Trimethylbenzene 0.0862
0.0150 mg/L 03/12/19 08:48 5Xylenes, Total 1.28
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 08:48 5
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 92 03/12/19 08:48 570 - 130
1,2-Dichloroethane-d4 (Surr) 83 03/12/19 08:48 570 - 130
Toluene-d8 (Surr) 104 03/12/19 08:48 570 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 0.682 0.100 mg/L 03/13/19 00:04 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 93 70 - 130 03/13/19 00:04 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 0.649 0.0965 mg/L 03/14/19 09:01 03/15/19 21:31 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 65 40 - 140 03/14/19 09:01 03/15/19 21:31 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 21 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-17Client Sample ID: DUP-1Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 09:43 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 09:43 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 09:43 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 09:43 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 09:43 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 09:43 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 09:43 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 09:43 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 09:43 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 09:43 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 09:43 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 09:43 1Toluene <0.00100
0.00100 mg/L 03/12/19 09:43 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 09:43 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 09:43 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 99 70 - 130 03/12/19 09:43 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 88 03/12/19 09:43 170 - 130
1,2-Dichloroethane-d4 (Surr) 91 03/12/19 09:43 170 - 130
Toluene-d8 (Surr) 101 03/12/19 09:43 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 00:35 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 89 70 - 130 03/13/19 00:35 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0950 0.0950 mg/L 03/14/19 09:01 03/15/19 21:59 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 70 40 - 140 03/14/19 09:01 03/15/19 21:59 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 22 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-18Client Sample ID: Trip Blank-1Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 18:12 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 18:12 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 18:12 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 18:12 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 18:12 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 18:12 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 18:12 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 18:12 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 18:12 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 18:12 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 18:12 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 18:12 1Toluene <0.00100
0.00100 mg/L 03/12/19 18:12 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 18:12 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 18:12 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 101 70 - 130 03/12/19 18:12 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 94 03/12/19 18:12 170 - 130
1,2-Dichloroethane-d4 (Surr) 90 03/12/19 18:12 170 - 130
Toluene-d8 (Surr) 104 03/12/19 18:12 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 15:35 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 95 70 - 130 03/12/19 15:35 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 23 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-169870-19Client Sample ID: DUP-2Matrix: WaterDate Collected: 03/07/19 00:01
Date Received: 03/09/19 09:15
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 10:11 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/12/19 10:11 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/12/19 10:11 1Cyclohexane <0.00500
0.00100 mg/L 03/12/19 10:11 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/12/19 10:11 1Ethylbenzene <0.00100
0.00100 mg/L 03/12/19 10:11 1Isopropylbenzene <0.00100
0.00500 mg/L 03/12/19 10:11 1Methylcyclohexane <0.00500
0.00100 mg/L 03/12/19 10:11 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/12/19 10:11 1Naphthalene <0.00100
0.00100 mg/L 03/12/19 10:11 1n-Butylbenzene <0.00100
0.00100 mg/L 03/12/19 10:11 1N-Propylbenzene <0.00100
0.00100 mg/L 03/12/19 10:11 1Toluene <0.00100
0.00100 mg/L 03/12/19 10:11 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/12/19 10:11 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/12/19 10:11 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 98 70 - 130 03/12/19 10:11 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 89 03/12/19 10:11 170 - 130
1,2-Dichloroethane-d4 (Surr) 94 03/12/19 10:11 170 - 130
Toluene-d8 (Surr) 101 03/12/19 10:11 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 11:10 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 91 70 - 130 03/14/19 11:10 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0962 0.0962 mg/L 03/14/19 09:01 03/16/19 00:46 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 73 40 - 140 03/14/19 09:01 03/16/19 00:46 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 24 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS
Client Sample ID: Method BlankLab Sample ID: MB 490-580165/7Matrix: Water Prep Type: Total/NAAnalysis Batch: 580165
RL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 02:00 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.0500 0.0500 mg/L 03/12/19 02:00 12-Butanone (MEK)
<0.00500 0.00500 mg/L 03/12/19 02:00 1Cyclohexane
<0.00100 0.00100 mg/L 03/12/19 02:00 11,2-Dichloroethane
<0.00100 0.00100 mg/L 03/12/19 02:00 1Ethylbenzene
<0.00100 0.00100 mg/L 03/12/19 02:00 1Isopropylbenzene
<0.00500 0.00500 mg/L 03/12/19 02:00 1Methylcyclohexane
<0.00100 0.00100 mg/L 03/12/19 02:00 1Methyl tert-butyl ether
<0.00100 0.00100 mg/L 03/12/19 02:00 1Naphthalene
<0.00100 0.00100 mg/L 03/12/19 02:00 1n-Butylbenzene
<0.00100 0.00100 mg/L 03/12/19 02:00 1N-Propylbenzene
<0.00100 0.00100 mg/L 03/12/19 02:00 1Toluene
<0.00100 0.00100 mg/L 03/12/19 02:00 11,2,4-Trimethylbenzene
<0.00100 0.00100 mg/L 03/12/19 02:00 11,3,5-Trimethylbenzene
<0.00300 0.00300 mg/L 03/12/19 02:00 1Xylenes, Total
4-Bromofluorobenzene (Surr) 102 70 - 130 03/12/19 02:00 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
92 03/12/19 02:00 1Dibromofluoromethane (Surr) 70 - 130
86 03/12/19 02:00 11,2-Dichloroethane-d4 (Surr) 70 - 130
105 03/12/19 02:00 1Toluene-d8 (Surr) 70 - 130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580165/3Matrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Benzene 0.0200 0.02078 mg/L 104 80 - 121
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2-Butanone (MEK) 0.100 0.07524 mg/L 75 62 - 133
Cyclohexane 0.0200 0.02189 mg/L 109 73 - 122
1,2-Dichloroethane 0.0200 0.01780 mg/L 89 77 - 121
Ethylbenzene 0.0200 0.02005 mg/L 100 80 - 130
Isopropylbenzene 0.0200 0.01920 mg/L 96 80 - 141
Methylcyclohexane 0.0200 0.01943 mg/L 97 71 - 129
Methyl tert-butyl ether 0.0200 0.01861 mg/L 93 72 - 133
Naphthalene 0.0200 0.01365 mg/L 68 62 - 138
n-Butylbenzene 0.0200 0.01928 mg/L 96 68 - 132
N-Propylbenzene 0.0200 0.01987 mg/L 99 75 - 129
Toluene 0.0200 0.02079 mg/L 104 80 - 126
1,2,4-Trimethylbenzene 0.0200 0.01952 mg/L 98 77 - 126
1,3,5-Trimethylbenzene 0.0200 0.02007 mg/L 100 77 - 127
Xylenes, Total 0.0400 0.03976 mg/L 99 80 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
101
LCS LCS
Qualifier Limits%Recovery
100Dibromofluoromethane (Surr) 70 - 130
881,2-Dichloroethane-d4 (Surr) 70 - 130
TestAmerica Nashville
Page 25 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580165/3Matrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Toluene-d8 (Surr) 70 - 130
Surrogate
105
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580165/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Benzene 0.0200 0.02109 mg/L 105 80 - 121 1 12
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2-Butanone (MEK) 0.100 0.07950 mg/L 80 62 - 133 6 19
Cyclohexane 0.0200 0.02274 mg/L 114 73 - 122 4 16
1,2-Dichloroethane 0.0200 0.01881 mg/L 94 77 - 121 5 13
Ethylbenzene 0.0200 0.02014 mg/L 101 80 - 130 0 12
Isopropylbenzene 0.0200 0.01932 mg/L 97 80 - 141 1 13
Methylcyclohexane 0.0200 0.02003 mg/L 100 71 - 129 3 17
Methyl tert-butyl ether 0.0200 0.02059 mg/L 103 72 - 133 10 16
Naphthalene 0.0200 0.01594 mg/L 80 62 - 138 15 15
n-Butylbenzene 0.0200 0.02008 mg/L 100 68 - 132 4 14
N-Propylbenzene 0.0200 0.02041 mg/L 102 75 - 129 3 14
Toluene 0.0200 0.02098 mg/L 105 80 - 126 1 13
1,2,4-Trimethylbenzene 0.0200 0.01996 mg/L 100 77 - 126 2 13
1,3,5-Trimethylbenzene 0.0200 0.02093 mg/L 105 77 - 127 4 14
Xylenes, Total 0.0400 0.04010 mg/L 100 80 - 132 1 11
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
103
LCSD LCSD
Qualifier Limits%Recovery
103Dibromofluoromethane (Surr) 70 - 130
931,2-Dichloroethane-d4 (Surr) 70 - 130
103Toluene-d8 (Surr) 70 - 130
Client Sample ID: MW-20Lab Sample ID: 490-169870-14 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Benzene 0.356 0.200 0.5644 mg/L 104 55 - 147
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
2-Butanone (MEK) <0.500 1.00 0.9738 mg/L 97 50 - 143
Cyclohexane 0.363 F2 F1 0.200 0.6055 mg/L 121 48 - 150
1,2-Dichloroethane <0.0100 0.200 0.2008 mg/L 100 64 - 136
Ethylbenzene 1.55 0.200 1.776 4 mg/L 113 65 - 139
Isopropylbenzene 0.0502 0.200 0.2534 mg/L 102 70 - 137
Methylcyclohexane <0.0500 F2 0.200 0.2991 mg/L 128 59 - 150
Methyl tert-butyl ether <0.0100 0.200 0.2173 mg/L 109 55 - 141
Naphthalene 0.183 0.200 0.3960 mg/L 107 32 - 150
n-Butylbenzene 0.0157 0.200 0.2167 mg/L 101 61 - 141
N-Propylbenzene 0.132 0.200 0.3328 mg/L 100 53 - 150
Toluene 1.58 0.200 1.820 4 mg/L 119 64 - 136
1,2,4-Trimethylbenzene 1.01 0.200 1.243 4 mg/L 116 64 - 136
1,3,5-Trimethylbenzene 0.304 0.200 0.5085 mg/L 102 69 - 139
TestAmerica Nashville
Page 26 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: MW-20Lab Sample ID: 490-169870-14 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Xylenes, Total 4.77 0.400 5.328 4 mg/L 140 69 - 132
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
99
MS MS
Qualifier Limits%Recovery
90Dibromofluoromethane (Surr) 70 - 130
921,2-Dichloroethane-d4 (Surr) 70 - 130
102Toluene-d8 (Surr) 70 - 130
Client Sample ID: MW-20Lab Sample ID: 490-169870-14 MSDMatrix: Water Prep Type: Total/NAAnalysis Batch: 580165
Benzene 0.356 0.200 0.5344 mg/L 89 55 - 147 5 17
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
2-Butanone (MEK) <0.500 1.00 1.038 mg/L 104 50 - 143 6 19
Cyclohexane 0.363 F2 F1 0.200 0.4569 F1 F2 mg/L 47 48 - 150 28 16
1,2-Dichloroethane <0.0100 0.200 0.2030 mg/L 102 64 - 136 1 17
Ethylbenzene 1.55 0.200 1.612 4 mg/L 31 65 - 139 10 15
Isopropylbenzene 0.0502 0.200 0.2278 mg/L 89 70 - 137 11 16
Methylcyclohexane <0.0500 F2 0.200 0.2329 F2 mg/L 95 59 - 150 25 19
Methyl tert-butyl ether <0.0100 0.200 0.2250 mg/L 112 55 - 141 3 16
Naphthalene 0.183 0.200 0.3971 mg/L 107 32 - 150 0 26
n-Butylbenzene 0.0157 0.200 0.1879 mg/L 86 61 - 141 14 18
N-Propylbenzene 0.132 0.200 0.2866 mg/L 77 53 - 150 15 17
Toluene 1.58 0.200 1.692 4 mg/L 56 64 - 136 7 15
1,2,4-Trimethylbenzene 1.01 0.200 1.108 4 mg/L 48 64 - 136 12 16
1,3,5-Trimethylbenzene 0.304 0.200 0.4462 mg/L 71 69 - 139 13 17
Xylenes, Total 4.77 0.400 4.896 4 mg/L 32 69 - 132 8 15
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
98
MSD MSD
Qualifier Limits%Recovery
90Dibromofluoromethane (Surr) 70 - 130
961,2-Dichloroethane-d4 (Surr) 70 - 130
102Toluene-d8 (Surr) 70 - 130
Client Sample ID: Method BlankLab Sample ID: MB 490-580366/7Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
RL MDL
Benzene <0.00100 0.00100 mg/L 03/12/19 16:23 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.0500 0.0500 mg/L 03/12/19 16:23 12-Butanone (MEK)
<0.00500 0.00500 mg/L 03/12/19 16:23 1Cyclohexane
<0.00100 0.00100 mg/L 03/12/19 16:23 11,2-Dichloroethane
<0.00100 0.00100 mg/L 03/12/19 16:23 1Ethylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1Isopropylbenzene
<0.00500 0.00500 mg/L 03/12/19 16:23 1Methylcyclohexane
<0.00100 0.00100 mg/L 03/12/19 16:23 1Methyl tert-butyl ether
TestAmerica Nashville
Page 27 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-580366/7Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
RL MDL
Naphthalene <0.00100 0.00100 mg/L 03/12/19 16:23 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.00100 0.00100 mg/L 03/12/19 16:23 1n-Butylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1N-Propylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 1Toluene
<0.00100 0.00100 mg/L 03/12/19 16:23 11,2,4-Trimethylbenzene
<0.00100 0.00100 mg/L 03/12/19 16:23 11,3,5-Trimethylbenzene
<0.00300 0.00300 mg/L 03/12/19 16:23 1Xylenes, Total
4-Bromofluorobenzene (Surr) 100 70 - 130 03/12/19 16:23 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
91 03/12/19 16:23 1Dibromofluoromethane (Surr) 70 - 130
84 03/12/19 16:23 11,2-Dichloroethane-d4 (Surr) 70 - 130
104 03/12/19 16:23 1Toluene-d8 (Surr) 70 - 130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580366/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580366
Benzene 0.0200 0.02030 mg/L 101 80 - 121
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2-Butanone (MEK) 0.100 0.07326 mg/L 73 62 - 133
Cyclohexane 0.0200 0.02105 mg/L 105 73 - 122
1,2-Dichloroethane 0.0200 0.01681 mg/L 84 77 - 121
Ethylbenzene 0.0200 0.02001 mg/L 100 80 - 130
Isopropylbenzene 0.0200 0.01935 mg/L 97 80 - 141
Methylcyclohexane 0.0200 0.01995 mg/L 100 71 - 129
Methyl tert-butyl ether 0.0200 0.01778 mg/L 89 72 - 133
Naphthalene 0.0200 0.01429 mg/L 71 62 - 138
n-Butylbenzene 0.0200 0.01941 mg/L 97 68 - 132
N-Propylbenzene 0.0200 0.01990 mg/L 99 75 - 129
Toluene 0.0200 0.02060 mg/L 103 80 - 126
1,2,4-Trimethylbenzene 0.0200 0.01952 mg/L 98 77 - 126
1,3,5-Trimethylbenzene 0.0200 0.01952 mg/L 98 77 - 127
Xylenes, Total 0.0400 0.04010 mg/L 100 80 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
101
LCS LCS
Qualifier Limits%Recovery
94Dibromofluoromethane (Surr) 70 - 130
851,2-Dichloroethane-d4 (Surr) 70 - 130
103Toluene-d8 (Surr) 70 - 130
Client Sample ID: MW-10Lab Sample ID: 490-169870-8 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 580366
Benzene 0.137 0.200 0.3438 mg/L 103 55 - 147
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
2-Butanone (MEK) <0.500 1.00 0.5870 mg/L 59 50 - 143
TestAmerica Nashville
Page 28 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: MW-10Lab Sample ID: 490-169870-8 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 580366
Cyclohexane 0.0958 0.200 0.3345 mg/L 119 48 - 150
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
1,2-Dichloroethane <0.0100 0.200 0.1824 mg/L 91 64 - 136
Ethylbenzene 0.392 0.200 0.5866 mg/L 97 65 - 139
Isopropylbenzene 0.0126 0.200 0.2136 mg/L 100 70 - 137
Methylcyclohexane <0.0500 0.200 0.2466 mg/L 121 59 - 150
Methyl tert-butyl ether <0.0100 0.200 0.1748 mg/L 87 55 - 141
Naphthalene 0.0296 0.200 0.1627 mg/L 67 32 - 150
n-Butylbenzene <0.0100 0.200 0.2038 mg/L 100 61 - 141
N-Propylbenzene 0.0335 0.200 0.2412 mg/L 104 53 - 150
Toluene 0.860 0.200 1.032 4 mg/L 86 64 - 136
1,2,4-Trimethylbenzene 0.189 0.200 0.3885 mg/L 100 64 - 136
1,3,5-Trimethylbenzene 0.0179 0.200 0.2168 mg/L 99 69 - 139
Xylenes, Total 0.810 0.400 1.200 mg/L 97 69 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
102
MS MS
Qualifier Limits%Recovery
99Dibromofluoromethane (Surr) 70 - 130
911,2-Dichloroethane-d4 (Surr) 70 - 130
101Toluene-d8 (Surr) 70 - 130
Client Sample ID: MW-10Lab Sample ID: 490-169870-8 MSDMatrix: Water Prep Type: Total/NAAnalysis Batch: 580366
Benzene 0.137 0.200 0.3409 mg/L 102 55 - 147 1 17
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
2-Butanone (MEK) <0.500 1.00 0.6664 mg/L 67 50 - 143 13 19
Cyclohexane 0.0958 0.200 0.3380 mg/L 121 48 - 150 1 16
1,2-Dichloroethane <0.0100 0.200 0.1892 mg/L 95 64 - 136 4 17
Ethylbenzene 0.392 0.200 0.5644 mg/L 86 65 - 139 4 15
Isopropylbenzene 0.0126 0.200 0.2057 mg/L 97 70 - 137 4 16
Methylcyclohexane <0.0500 0.200 0.2236 mg/L 109 59 - 150 10 19
Methyl tert-butyl ether <0.0100 0.200 0.1936 mg/L 97 55 - 141 10 16
Naphthalene 0.0296 0.200 0.1761 mg/L 73 32 - 150 8 26
n-Butylbenzene <0.0100 0.200 0.1996 mg/L 98 61 - 141 2 18
N-Propylbenzene 0.0335 0.200 0.2346 mg/L 101 53 - 150 3 17
Toluene 0.860 0.200 1.015 4 mg/L 77 64 - 136 2 15
1,2,4-Trimethylbenzene 0.189 0.200 0.3801 mg/L 96 64 - 136 2 16
1,3,5-Trimethylbenzene 0.0179 0.200 0.2160 mg/L 99 69 - 139 0 17
Xylenes, Total 0.810 0.400 1.145 mg/L 84 69 - 132 5 15
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
105
MSD MSD
Qualifier Limits%Recovery
105Dibromofluoromethane (Surr) 70 - 130
961,2-Dichloroethane-d4 (Surr) 70 - 130
104Toluene-d8 (Surr) 70 - 130
TestAmerica Nashville
Page 29 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-580300/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/12/19 14:32 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 96 70 - 130 03/12/19 14:32 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580300/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.3140 mg/L 105 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
98
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580300/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 580300
LRH C5-C8 0.300 0.3081 mg/L 103 70 - 130 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
102
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Method BlankLab Sample ID: MB 490-580708/26Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/14/19 05:50 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 99 70 - 130 03/14/19 05:50 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Method BlankLab Sample ID: MB 490-580708/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/13/19 19:10 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 100 70 - 130 03/13/19 19:10 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
TestAmerica Nashville
Page 30 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580708/24Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.2980 mg/L 99 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
97
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580708/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.3127 mg/L 104 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580708/25Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.2861 mg/L 95 70 - 130 4 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
100
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580708/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 580708
LRH C5-C8 0.300 0.3035 mg/L 101 70 - 130 3 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
102
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Method BlankLab Sample ID: MB 490-581749/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/19/19 12:04 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 82 70 - 130 03/19/19 12:04 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
TestAmerica Nashville
Page 31 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-581749/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
LRH C5-C8 0.300 0.3031 mg/L 101 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
83
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-581749/5Matrix: Water Prep Type: Total/NAAnalysis Batch: 581749
LRH C5-C8 0.300 0.3098 mg/L 103 70 - 130 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
84
LCSD LCSD
Qualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-580113/1-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
RL MDL
MRH C9-C18 <0.100 0.100 mg/L 03/11/19 14:56 03/13/19 03:37 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
1-Chlorooctadecane 78 40 - 140 03/13/19 03:37 1
MB MB
Surrogate
03/11/19 14:56
Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580113/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
MRH C9-C18 0.150 0.1009 mg/L 67 40 - 140
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1-Chlorooctadecane 40 - 140
Surrogate
78
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580113/3-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 580424 Prep Batch: 580113
MRH C9-C18 0.150 0.1029 mg/L 69 40 - 140 2 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
1-Chlorooctadecane 40 - 140
Surrogate
81
LCSD LCSD
Qualifier Limits%Recovery
TestAmerica Nashville
Page 32 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)
(Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-580798/1-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 581253 Prep Batch: 580798
RL MDL
MRH C9-C18 <0.100 0.100 mg/L 03/14/19 09:01 03/15/19 14:26 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
1-Chlorooctadecane 70 40 - 140 03/15/19 14:26 1
MB MB
Surrogate
03/14/19 09:01
Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-580798/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 581253 Prep Batch: 580798
MRH C9-C18 0.150 0.08607 J mg/L 57 40 - 140
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1-Chlorooctadecane 40 - 140
Surrogate
67
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-580798/3-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 581253 Prep Batch: 580798
MRH C9-C18 0.150 0.09880 J mg/L 66 40 - 140 14 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
1-Chlorooctadecane 40 - 140
Surrogate
72
LCSD LCSD
Qualifier Limits%Recovery
TestAmerica Nashville
Page 33 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
GC/MS VOA
Analysis Batch: 580165
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260C490-169870-2 MW-2 Total/NA
Water 8260C490-169870-3 MW-3 Total/NA
Water 8260C490-169870-4 MW-4 Total/NA
Water 8260C490-169870-5 MW-6 Total/NA
Water 8260C490-169870-6 MW-8 Total/NA
Water 8260C490-169870-7 MW-9 Total/NA
Water 8260C490-169870-8 MW-10 Total/NA
Water 8260C490-169870-9 MW-11 Total/NA
Water 8260C490-169870-10 MW-13 Total/NA
Water 8260C490-169870-11 MW-17 Total/NA
Water 8260C490-169870-12 MW-18 Total/NA
Water 8260C490-169870-13 MW-19 Total/NA
Water 8260C490-169870-14 MW-20 Total/NA
Water 8260C490-169870-16 MW-22 Total/NA
Water 8260C490-169870-17 DUP-1 Total/NA
Water 8260C490-169870-19 DUP-2 Total/NA
Water 8260CMB 490-580165/7 Method Blank Total/NA
Water 8260CLCS 490-580165/3 Lab Control Sample Total/NA
Water 8260CLCSD 490-580165/4 Lab Control Sample Dup Total/NA
Water 8260C490-169870-14 MS MW-20 Total/NA
Water 8260C490-169870-14 MSD MW-20 Total/NA
Analysis Batch: 580366
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260C490-169870-1 MW-1 Total/NA
Water 8260C490-169870-8 MW-10 Total/NA
Water 8260C490-169870-11 MW-17 Total/NA
Water 8260C490-169870-15 MW-21 Total/NA
Water 8260C490-169870-18 Trip Blank-1 Total/NA
Water 8260CMB 490-580366/7 Method Blank Total/NA
Water 8260CLCS 490-580366/4 Lab Control Sample Total/NA
Water 8260C490-169870-8 MS MW-10 Total/NA
Water 8260C490-169870-8 MSD MW-10 Total/NA
GC VOA
Analysis Batch: 580300
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169870-6 MW-8 Total/NA
Water Kansas - LRH490-169870-7 MW-9 Total/NA
Water Kansas - LRH490-169870-8 MW-10 Total/NA
Water Kansas - LRH490-169870-10 MW-13 Total/NA
Water Kansas - LRH490-169870-16 MW-22 Total/NA
Water Kansas - LRH490-169870-17 DUP-1 Total/NA
Water Kansas - LRH490-169870-18 Trip Blank-1 Total/NA
Water Kansas - LRHMB 490-580300/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-580300/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-580300/5 Lab Control Sample Dup Total/NA
TestAmerica Nashville
Page 34 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
GC VOA (Continued)
Analysis Batch: 580708
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169870-1 MW-1 Total/NA
Water Kansas - LRH490-169870-2 MW-2 Total/NA
Water Kansas - LRH490-169870-3 MW-3 Total/NA
Water Kansas - LRH490-169870-4 MW-4 Total/NA
Water Kansas - LRH490-169870-5 MW-6 Total/NA
Water Kansas - LRH490-169870-9 MW-11 Total/NA
Water Kansas - LRH490-169870-12 MW-18 Total/NA
Water Kansas - LRH490-169870-13 MW-19 Total/NA
Water Kansas - LRH490-169870-15 MW-21 Total/NA
Water Kansas - LRH490-169870-19 DUP-2 Total/NA
Water Kansas - LRHMB 490-580708/26 Method Blank Total/NA
Water Kansas - LRHMB 490-580708/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-580708/24 Lab Control Sample Total/NA
Water Kansas - LRHLCS 490-580708/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-580708/25 Lab Control Sample Dup Total/NA
Water Kansas - LRHLCSD 490-580708/5 Lab Control Sample Dup Total/NA
Analysis Batch: 581749
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-169870-11 MW-17 Total/NA
Water Kansas - LRH490-169870-14 MW-20 Total/NA
Water Kansas - LRHMB 490-581749/6 Method Blank Total/NA
Water Kansas - LRHLCS 490-581749/4 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-581749/5 Lab Control Sample Dup Total/NA
GC Semi VOA
Prep Batch: 580113
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-169870-1 MW-1 Total/NA
Water 3510C490-169870-2 MW-2 Total/NA
Water 3510C490-169870-5 MW-6 Total/NA
Water 3510C490-169870-6 MW-8 Total/NA
Water 3510C490-169870-7 MW-9 Total/NA
Water 3510C490-169870-8 MW-10 Total/NA
Water 3510C490-169870-10 MW-13 Total/NA
Water 3510C490-169870-11 MW-17 Total/NA
Water 3510CMB 490-580113/1-A Method Blank Total/NA
Water 3510CLCS 490-580113/2-A Lab Control Sample Total/NA
Water 3510CLCSD 490-580113/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 580424
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 580113490-169870-1 MW-1 Total/NA
Water Kan- MRH/HRH 580113490-169870-2 MW-2 Total/NA
Water Kan- MRH/HRH 580113490-169870-5 MW-6 Total/NA
Water Kan- MRH/HRH 580113490-169870-6 MW-8 Total/NA
Water Kan- MRH/HRH 580113490-169870-7 MW-9 Total/NA
Water Kan- MRH/HRH 580113490-169870-8 MW-10 Total/NA
Water Kan- MRH/HRH 580113490-169870-8 MW-10 Total/NA
TestAmerica Nashville
Page 35 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
GC Semi VOA (Continued)
Analysis Batch: 580424 (Continued)
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 580113490-169870-10 MW-13 Total/NA
Water Kan- MRH/HRH 580113490-169870-11 MW-17 Total/NA
Water Kan- MRH/HRH 580113490-169870-11 MW-17 Total/NA
Water Kan- MRH/HRH 580113MB 490-580113/1-A Method Blank Total/NA
Water Kan- MRH/HRH 580113LCS 490-580113/2-A Lab Control Sample Total/NA
Water Kan- MRH/HRH 580113LCSD 490-580113/3-A Lab Control Sample Dup Total/NA
Prep Batch: 580798
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-169870-3 MW-3 Total/NA
Water 3510C490-169870-4 MW-4 Total/NA
Water 3510C490-169870-9 MW-11 Total/NA
Water 3510C490-169870-12 MW-18 Total/NA
Water 3510C490-169870-13 MW-19 Total/NA
Water 3510C490-169870-14 MW-20 Total/NA
Water 3510C490-169870-15 MW-21 Total/NA
Water 3510C490-169870-16 MW-22 Total/NA
Water 3510C490-169870-17 DUP-1 Total/NA
Water 3510C490-169870-19 DUP-2 Total/NA
Water 3510CMB 490-580798/1-A Method Blank Total/NA
Water 3510CLCS 490-580798/2-A Lab Control Sample Total/NA
Water 3510CLCSD 490-580798/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 581253
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 580798490-169870-3 MW-3 Total/NA
Water Kan- MRH/HRH 580798490-169870-4 MW-4 Total/NA
Water Kan- MRH/HRH 580798490-169870-9 MW-11 Total/NA
Water Kan- MRH/HRH 580798490-169870-12 MW-18 Total/NA
Water Kan- MRH/HRH 580798490-169870-13 MW-19 Total/NA
Water Kan- MRH/HRH 580798490-169870-14 MW-20 Total/NA
Water Kan- MRH/HRH 580798490-169870-15 MW-21 Total/NA
Water Kan- MRH/HRH 580798490-169870-16 MW-22 Total/NA
Water Kan- MRH/HRH 580798490-169870-17 DUP-1 Total/NA
Water Kan- MRH/HRH 580798490-169870-19 DUP-2 Total/NA
Water Kan- MRH/HRH 580798MB 490-580798/1-A Method Blank Total/NA
Water Kan- MRH/HRH 580798LCS 490-580798/2-A Lab Control Sample Total/NA
Water Kan- MRH/HRH 580798LCSD 490-580798/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 581489
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 580798490-169870-14 MW-20 Total/NA
TestAmerica Nashville
Page 36 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Client Sample ID: MW-1 Lab Sample ID: 490-169870-1Matrix: WaterDate Collected: 03/07/19 15:38
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/12/19 20:551 TAL NSH580366
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 02:38 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.8 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 10:11 JDG TAL NSHTotal/NA
Client Sample ID: MW-2 Lab Sample ID: 490-169870-2Matrix: WaterDate Collected: 03/07/19 09:25
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 02:271 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 03:10 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1054.5 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 10:40 JDG TAL NSHTotal/NA
Client Sample ID: MW-3 Lab Sample ID: 490-169870-3Matrix: WaterDate Collected: 03/08/19 11:15
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 02:541 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 06:22 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1028.1 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 22:27 GMH TAL NSHTotal/NA
Client Sample ID: MW-4 Lab Sample ID: 490-169870-4Matrix: WaterDate Collected: 03/08/19 09:22
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 03:211 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 06:54 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1051.5 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 22:55 GMH TAL NSHTotal/NA
Client Sample ID: MW-6 Lab Sample ID: 490-169870-5Matrix: WaterDate Collected: 03/07/19 16:25
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 03:491 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 07:26 S1S TAL NSHTotal/NA 5 mL 5 mL
TestAmerica Nashville
Page 37 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Prep 3510C MCO03/12/19 10:19 TAL NSH580113
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 1053.8 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 11:09 JDG TAL NSHTotal/NA
Client Sample ID: MW-8 Lab Sample ID: 490-169870-6Matrix: WaterDate Collected: 03/06/19 14:20
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 04:161 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 21:57 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1044 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 11:37 JDG TAL NSHTotal/NA
Client Sample ID: MW-9 Lab Sample ID: 490-169870-7Matrix: WaterDate Collected: 03/06/19 17:12
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 04:431 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 22:29 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1036.4 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 12:06 JDG TAL NSHTotal/NA
Client Sample ID: MW-10 Lab Sample ID: 490-169870-8Matrix: WaterDate Collected: 03/06/19 16:20
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 05:101 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis 8260C 10 580366 03/12/19 19:34 S1S TAL NSHTotal/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 23:00 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1034.2 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 12:35 JDG TAL NSHTotal/NA
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1034.2 mL 1 mL
Analysis Kan- MRH/HRH 2 580424 03/13/19 16:57 JDG TAL NSHTotal/NA
Client Sample ID: MW-11 Lab Sample ID: 490-169870-9Matrix: WaterDate Collected: 03/08/19 10:22
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 05:371 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 07:58 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1053.5 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 23:23 GMH TAL NSHTotal/NA
TestAmerica Nashville
Page 38 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Client Sample ID: MW-13 Lab Sample ID: 490-169870-10Matrix: WaterDate Collected: 03/06/19 12:45
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 06:051 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 23:32 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1048.3 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 13:04 JDG TAL NSHTotal/NA
Client Sample ID: MW-17 Lab Sample ID: 490-169870-11Matrix: WaterDate Collected: 03/07/19 14:45
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 06:321 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis 8260C 10 580366 03/12/19 20:01 S1S TAL NSHTotal/NA 10 mL 10 mL
Analysis Kansas - LRH 5 581749 03/19/19 14:43 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1053.5 mL 1 mL
Analysis Kan- MRH/HRH 1 580424 03/13/19 17:27 JDG TAL NSHTotal/NA
Prep 3510C 580113 03/12/19 10:19 MCO TAL NSHTotal/NA 1053.5 mL 1 mL
Analysis Kan- MRH/HRH 5 580424 03/13/19 17:57 JDG TAL NSHTotal/NA
Client Sample ID: MW-18 Lab Sample ID: 490-169870-12Matrix: WaterDate Collected: 03/07/19 11:28
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 07:271 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 09:01 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1053.8 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 20:34 GMH TAL NSHTotal/NA
Client Sample ID: MW-19 Lab Sample ID: 490-169870-13Matrix: WaterDate Collected: 03/07/19 12:18
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 08:215 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 09:34 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1054.2 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 21:03 GMH TAL NSHTotal/NA
TestAmerica Nashville
Page 39 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Client Sample ID: MW-20 Lab Sample ID: 490-169870-14Matrix: WaterDate Collected: 03/07/19 13:33
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 09:1610 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 5 581749 03/19/19 15:14 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1050.6 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 23:51 GMH TAL NSHTotal/NA
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1050.6 mL 1 mL
Analysis Kan- MRH/HRH 5 581489 03/17/19 16:03 GMH TAL NSHTotal/NA
Client Sample ID: MW-21 Lab Sample ID: 490-169870-15Matrix: WaterDate Collected: 03/07/19 10:45
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/12/19 18:391 TAL NSH580366
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 10:38 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1054.4 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/16/19 00:19 GMH TAL NSHTotal/NA
Client Sample ID: MW-22 Lab Sample ID: 490-169870-16Matrix: WaterDate Collected: 03/06/19 15:15
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 08:485 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 00:04 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1035.8 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 21:31 GMH TAL NSHTotal/NA
Client Sample ID: DUP-1 Lab Sample ID: 490-169870-17Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 09:431 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/13/19 00:35 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1052.9 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/15/19 21:59 GMH TAL NSHTotal/NA
TestAmerica Nashville
Page 40 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Client Sample ID: Trip Blank-1 Lab Sample ID: 490-169870-18Matrix: WaterDate Collected: 03/06/19 00:01
Date Received: 03/09/19 09:15
Analysis 8260C S1S03/12/19 18:121 TAL NSH580366
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580300 03/12/19 15:35 S1S TAL NSHTotal/NA 5 mL 5 mL
Client Sample ID: DUP-2 Lab Sample ID: 490-169870-19Matrix: WaterDate Collected: 03/07/19 00:01
Date Received: 03/09/19 09:15
Analysis 8260C RP03/12/19 10:111 TAL NSH580165
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 580708 03/14/19 11:10 S1S TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 580798 03/14/19 09:01 MCO TAL NSHTotal/NA 1039.8 mL 1 mL
Analysis Kan- MRH/HRH 1 581253 03/16/19 00:46 GMH TAL NSHTotal/NA
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 41 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Method SummaryTestAmerica Job ID: 490-169870-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method Method Description LaboratoryProtocol
SW8468260C Volatile Organic Compounds by GC/MS TAL NSH
KDHEKansas - LRH Kansas - Low Range Hydrocarbons (LRH) TAL NSH
KDHEKan- MRH/HRH Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH) TAL NSH
SW8463510C Liquid-Liquid Extraction (Separatory Funnel) TAL NSH
SW8465030C Purge and Trap TAL NSH
Protocol References:
KDHE = Kansas Department of Health and Environment
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 42 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Accreditation/Certification SummaryClient: Apex Companies LLC TestAmerica Job ID: 490-169870-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Laboratory: TestAmerica NashvilleUnless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program EPA Region Identification Number Expiration Date
Kansas E-102297NELAP 10-31-19
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which
the agency does not offer certification.
Analysis Method Prep Method Matrix Analyte
8260C Water Cyclohexane
8260C Water Methylcyclohexane
8260C Water Xylenes, Total
Laboratory: TestAmerica Cedar FallsAll accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program EPA Region Identification Number Expiration Date
AIHA-LAP, LLC 101044IHLAP 11-01-20
Georgia State Program 4 IA100001 (OR) 09-29-19
Illinois NELAP 5 200024 11-29-19
Iowa State Program 7 007 12-01-19
Kansas NELAP 7 E-10341 01-31-20
Minnesota NELAP 5 019-999-319 12-31-19
Minnesota (Petrofund) State Program 1 3349 08-22-19
North Dakota State Program 8 R-186 09-29-19
Oregon NELAP 10 IA100001 09-29-19
USDA Federal P330-19-00003 01-02-22
TestAmerica Nashville
Page 43 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 44 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 45 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 46 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 47 of 49 3/20/2019
1
2
3
4
5
6
7
8
9
10
11
12
Page 48 of 49
3/20/2019
123456789101112
Page 49 of 49
3/20/2019
123456789101112
ANALYTICAL REPORTTestAmerica Laboratories, Inc.TestAmerica Nashville2960 Foster Creighton DriveNashville, TN 37204Tel: (615)726-0177
TestAmerica Job ID: 490-170822-1TestAmerica Sample Delivery Group: 1641-14.002Client Project/Site: NuStar Andover Colt Monitoring WellsRevision: 1
For:Apex Companies LLC3015 SW 1st AvenuePortland, Oregon 97201
Attn: Sam Jackson
Authorized for release by:3/31/2019 12:54:03 PM
Shawn Hayes, Senior Project Manager(319)[email protected]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accreditedparameters, exceptions are noted in this report. This report may not be reproduced except in full,and with written approval from the laboratory. For questions please contact the Project Managerat the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature isintended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
1
2
3
4
5
6
7
8
9
10
11
12
Table of Contents
Client: Apex Companies LLCProject/Site: NuStar Andover Colt Monitoring Wells
TestAmerica Job ID: 490-170822-1SDG: 1641-14.002
Page 2 of 15TestAmerica Nashville
3/31/2019 (Rev. 1)
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
1
2
3
4
5
6
7
8
9
10
11
12
Sample SummaryTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID Client Sample ID ReceivedCollectedMatrix
490-170822-1 MW-10 Water 03/22/19 17:15 03/26/19 09:30
TestAmerica Nashville
Page 3 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Case NarrativeClient: Apex Companies LLC TestAmerica Job ID: 490-170822-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Job ID: 490-170822-1
Laboratory: TestAmerica Nashville
Narrative
Job Narrative
490-170822-1
Comments
No additional comments.
Receipt
The sample was received on 3/26/2019 9:30 AM; the sample arrived in good condition, properly preserved and, where required, on ice. The temperature of the cooler at receipt was 3.5º C.
GC/MS VOA
Method(s) 8260C: The laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for analytical batch 490-583625 recovered outside control limits for the following analyte: Benzene. This analyte was biased high in the LCS and were not detected in the
associated samples; therefore, the data have been reported.
Method(s) 8260C: The laboratory control sample duplicate (LCSD) for analytical batch 490-583625 recovered outside control limits for the following analyte: Cyclohexane. This analyte were biased high in the LCSD and were not detected in the associated samples; therefore, the data have been reported.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC Semi VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Organic Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
VOA Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
TestAmerica NashvillePage 4 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Definitions/GlossaryTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Qualifiers
GC/MS VOA
Qualifier Description
* LCS or LCSD is outside acceptance limits.
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report.
¤ Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TestAmerica Nashville
Page 5 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Client Sample ResultsTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Lab Sample ID: 490-170822-1Client Sample ID: MW-10Matrix: WaterDate Collected: 03/22/19 17:15
Date Received: 03/26/19 09:30
Method: 8260C - Volatile Organic Compounds by GC/MSRL MDL
Benzene <0.00100 * 0.00100 mg/L 03/27/19 19:15 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
0.0500 mg/L 03/27/19 19:15 12-Butanone (MEK) <0.0500
0.00500 mg/L 03/27/19 19:15 1Cyclohexane <0.00500 *
0.00100 mg/L 03/27/19 19:15 11,2-Dichloroethane <0.00100
0.00100 mg/L 03/27/19 19:15 1Ethylbenzene <0.00100
0.00100 mg/L 03/27/19 19:15 1Isopropylbenzene <0.00100
0.00500 mg/L 03/27/19 19:15 1Methylcyclohexane <0.00500
0.00100 mg/L 03/27/19 19:15 1Methyl tert-butyl ether <0.00100
0.00100 mg/L 03/27/19 19:15 1Naphthalene <0.00100
0.00100 mg/L 03/27/19 19:15 1n-Butylbenzene <0.00100
0.00100 mg/L 03/27/19 19:15 1N-Propylbenzene <0.00100
0.00100 mg/L 03/27/19 19:15 1Toluene <0.00100
0.00100 mg/L 03/27/19 19:15 11,2,4-Trimethylbenzene <0.00100
0.00100 mg/L 03/27/19 19:15 11,3,5-Trimethylbenzene <0.00100
0.00300 mg/L 03/27/19 19:15 1Xylenes, Total <0.00300
4-Bromofluorobenzene (Surr) 99 70 - 130 03/27/19 19:15 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr) 106 03/27/19 19:15 170 - 130
1,2-Dichloroethane-d4 (Surr) 102 03/27/19 19:15 170 - 130
Toluene-d8 (Surr) 91 03/27/19 19:15 170 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/28/19 03:17 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
2,5-Dibromotoluene (fid) 82 70 - 130 03/28/19 03:17 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)RL MDL
MRH C9-C18 <0.0974 0.0974 mg/L 03/28/19 14:43 03/29/19 17:03 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1-Chlorooctadecane 53 40 - 140 03/28/19 14:43 03/29/19 17:03 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
TestAmerica Nashville
Page 6 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS
Client Sample ID: Method BlankLab Sample ID: MB 490-583625/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 583625
RL MDL
Benzene <0.00100 0.00100 mg/L 03/27/19 13:30 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
<0.0500 0.0500 mg/L 03/27/19 13:30 12-Butanone (MEK)
<0.00500 0.00500 mg/L 03/27/19 13:30 1Cyclohexane
<0.00100 0.00100 mg/L 03/27/19 13:30 11,2-Dichloroethane
<0.00100 0.00100 mg/L 03/27/19 13:30 1Ethylbenzene
<0.00100 0.00100 mg/L 03/27/19 13:30 1Isopropylbenzene
<0.00500 0.00500 mg/L 03/27/19 13:30 1Methylcyclohexane
<0.00100 0.00100 mg/L 03/27/19 13:30 1Methyl tert-butyl ether
<0.00100 0.00100 mg/L 03/27/19 13:30 1Naphthalene
<0.00100 0.00100 mg/L 03/27/19 13:30 1n-Butylbenzene
<0.00100 0.00100 mg/L 03/27/19 13:30 1N-Propylbenzene
<0.00100 0.00100 mg/L 03/27/19 13:30 1Toluene
<0.00100 0.00100 mg/L 03/27/19 13:30 11,2,4-Trimethylbenzene
<0.00100 0.00100 mg/L 03/27/19 13:30 11,3,5-Trimethylbenzene
<0.00300 0.00300 mg/L 03/27/19 13:30 1Xylenes, Total
4-Bromofluorobenzene (Surr) 99 70 - 130 03/27/19 13:30 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
109 03/27/19 13:30 1Dibromofluoromethane (Surr) 70 - 130
102 03/27/19 13:30 11,2-Dichloroethane-d4 (Surr) 70 - 130
94 03/27/19 13:30 1Toluene-d8 (Surr) 70 - 130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-583625/3Matrix: Water Prep Type: Total/NAAnalysis Batch: 583625
Benzene 0.0200 0.02434 * mg/L 122 80 - 121
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
2-Butanone (MEK) 0.100 0.1132 mg/L 113 62 - 133
Cyclohexane 0.0200 0.02434 mg/L 122 73 - 122
1,2-Dichloroethane 0.0200 0.02308 mg/L 115 77 - 121
Ethylbenzene 0.0200 0.02211 mg/L 111 80 - 130
Isopropylbenzene 0.0200 0.02279 mg/L 114 80 - 141
Methylcyclohexane 0.0200 0.02327 mg/L 116 71 - 129
Methyl tert-butyl ether 0.0200 0.02081 mg/L 104 72 - 133
Naphthalene 0.0200 0.02103 mg/L 105 62 - 138
n-Butylbenzene 0.0200 0.02305 mg/L 115 68 - 132
N-Propylbenzene 0.0200 0.02279 mg/L 114 75 - 129
Toluene 0.0200 0.02044 mg/L 102 80 - 126
1,2,4-Trimethylbenzene 0.0200 0.02301 mg/L 115 77 - 126
1,3,5-Trimethylbenzene 0.0200 0.02227 mg/L 111 77 - 127
Xylenes, Total 0.0400 0.04306 mg/L 108 80 - 132
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
100
LCS LCS
Qualifier Limits%Recovery
102Dibromofluoromethane (Surr) 70 - 130
1021,2-Dichloroethane-d4 (Surr) 70 - 130
TestAmerica Nashville
Page 7 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: 8260C - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-583625/3Matrix: Water Prep Type: Total/NAAnalysis Batch: 583625
Toluene-d8 (Surr) 70 - 130
Surrogate
95
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-583625/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 583625
Benzene 0.0200 0.02492 * mg/L 125 80 - 121 2 12
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2-Butanone (MEK) 0.100 0.1140 mg/L 114 62 - 133 1 19
Cyclohexane 0.0200 0.02528 * mg/L 126 73 - 122 4 16
1,2-Dichloroethane 0.0200 0.02284 mg/L 114 77 - 121 1 13
Ethylbenzene 0.0200 0.02236 mg/L 112 80 - 130 1 12
Isopropylbenzene 0.0200 0.02285 mg/L 114 80 - 141 0 13
Methylcyclohexane 0.0200 0.02338 mg/L 117 71 - 129 0 17
Methyl tert-butyl ether 0.0200 0.02176 mg/L 109 72 - 133 4 16
Naphthalene 0.0200 0.02098 mg/L 105 62 - 138 0 15
n-Butylbenzene 0.0200 0.02319 mg/L 116 68 - 132 1 14
N-Propylbenzene 0.0200 0.02303 mg/L 115 75 - 129 1 14
Toluene 0.0200 0.02242 mg/L 112 80 - 126 9 13
1,2,4-Trimethylbenzene 0.0200 0.02305 mg/L 115 77 - 126 0 13
1,3,5-Trimethylbenzene 0.0200 0.02202 mg/L 110 77 - 127 1 14
Xylenes, Total 0.0400 0.04396 mg/L 110 80 - 132 2 11
4-Bromofluorobenzene (Surr) 70 - 130
Surrogate
99
LCSD LCSD
Qualifier Limits%Recovery
108Dibromofluoromethane (Surr) 70 - 130
1011,2-Dichloroethane-d4 (Surr) 70 - 130
100Toluene-d8 (Surr) 70 - 130
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-583279/33Matrix: Water Prep Type: Total/NAAnalysis Batch: 583279
RL MDL
LRH C5-C8 <0.100 0.100 mg/L 03/27/19 17:13 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
2,5-Dibromotoluene (fid) 97 70 - 130 03/27/19 17:13 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-583279/31Matrix: Water Prep Type: Total/NAAnalysis Batch: 583279
LRH C5-C8 0.300 0.2907 mg/L 97 70 - 130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
TestAmerica Nashville
Page 8 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
QC Sample ResultsTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method: Kansas - LRH - Kansas - Low Range Hydrocarbons (LRH) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-583279/31Matrix: Water Prep Type: Total/NAAnalysis Batch: 583279
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
97
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-583279/32Matrix: Water Prep Type: Total/NAAnalysis Batch: 583279
LRH C5-C8 0.300 0.2941 mg/L 98 70 - 130 1 25
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2,5-Dibromotoluene (fid) 70 - 130
Surrogate
94
LCSD LCSD
Qualifier Limits%Recovery
Method: Kan- MRH/HRH - Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH)
Client Sample ID: Method BlankLab Sample ID: MB 490-584071/1-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 584292 Prep Batch: 584071
RL MDL
MRH C9-C18 <0.100 0.100 mg/L 03/28/19 14:42 03/29/19 15:36 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
1-Chlorooctadecane 55 40 - 140 03/29/19 15:36 1
MB MB
Surrogate
03/28/19 14:42
Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-584071/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 584292 Prep Batch: 584071
MRH C9-C18 0.150 0.1024 mg/L 68 40 - 140
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1-Chlorooctadecane 40 - 140
Surrogate
72
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: MW-10Lab Sample ID: 490-170822-1 DUMatrix: Water Prep Type: Total/NAAnalysis Batch: 584292 Prep Batch: 584071
MRH C9-C18 <0.0974 <0.0970 mg/L NC
Analyte
DU DU
DUnitResult Qualifier
Sample
Result
Sample
Qualifier LimitRPD
RPD
1-Chlorooctadecane 40 - 140
Surrogate
58
DU DU
Qualifier Limits%Recovery
TestAmerica Nashville
Page 9 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
QC Association SummaryTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
GC/MS VOA
Analysis Batch: 583625
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260C490-170822-1 MW-10 Total/NA
Water 8260CMB 490-583625/6 Method Blank Total/NA
Water 8260CLCS 490-583625/3 Lab Control Sample Total/NA
Water 8260CLCSD 490-583625/4 Lab Control Sample Dup Total/NA
GC VOA
Analysis Batch: 583279
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kansas - LRH490-170822-1 MW-10 Total/NA
Water Kansas - LRHMB 490-583279/33 Method Blank Total/NA
Water Kansas - LRHLCS 490-583279/31 Lab Control Sample Total/NA
Water Kansas - LRHLCSD 490-583279/32 Lab Control Sample Dup Total/NA
GC Semi VOA
Prep Batch: 584071
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-170822-1 MW-10 Total/NA
Water 3510CMB 490-584071/1-A Method Blank Total/NA
Water 3510CLCS 490-584071/2-A Lab Control Sample Total/NA
Water 3510C490-170822-1 DU MW-10 Total/NA
Analysis Batch: 584292
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water Kan- MRH/HRH 584071490-170822-1 MW-10 Total/NA
Water Kan- MRH/HRH 584071MB 490-584071/1-A Method Blank Total/NA
Water Kan- MRH/HRH 584071LCS 490-584071/2-A Lab Control Sample Total/NA
Water Kan- MRH/HRH 584071490-170822-1 DU MW-10 Total/NA
TestAmerica Nashville
Page 10 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Lab ChronicleClient: Apex Companies LLC TestAmerica Job ID: 490-170822-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Client Sample ID: MW-10 Lab Sample ID: 490-170822-1Matrix: WaterDate Collected: 03/22/19 17:15
Date Received: 03/26/19 09:30
Analysis 8260C RP03/27/19 19:151 TAL NSH583625
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Analysis Kansas - LRH 1 583279 03/28/19 03:17 FKG TAL NSHTotal/NA 5 mL 5 mL
Prep 3510C 584071 03/28/19 14:43 TJB TAL NSHTotal/NA 1026.5 mL 1 mL
Analysis Kan- MRH/HRH 1 584292 03/29/19 17:03 JDJ TAL NSHTotal/NA
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 11 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Method SummaryTestAmerica Job ID: 490-170822-1Client: Apex Companies LLC
SDG: 1641-14.002Project/Site: NuStar Andover Colt Monitoring Wells
Method Method Description LaboratoryProtocol
SW8468260C Volatile Organic Compounds by GC/MS TAL NSH
KDHEKansas - LRH Kansas - Low Range Hydrocarbons (LRH) TAL NSH
KDHEKan- MRH/HRH Kansas - Medium-Range (MRH) and High-Range Hydrocarbons (HRH) TAL NSH
SW8463510C Liquid-Liquid Extraction (Separatory Funnel) TAL NSH
SW8465030C Purge and Trap TAL NSH
Protocol References:
KDHE = Kansas Department of Health and Environment
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL (615)726-0177
TestAmerica Nashville
Page 12 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Accreditation/Certification SummaryClient: Apex Companies LLC TestAmerica Job ID: 490-170822-1Project/Site: NuStar Andover Colt Monitoring Wells SDG: 1641-14.002
Laboratory: TestAmerica NashvilleUnless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program EPA Region Identification Number Expiration Date
Kansas E-102297NELAP 10-31-19
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which
the agency does not offer certification.
Analysis Method Prep Method Matrix Analyte
8260C Water Cyclohexane
8260C Water Methylcyclohexane
8260C Water Xylenes, Total
Laboratory: TestAmerica Cedar FallsAll accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program EPA Region Identification Number Expiration Date
AIHA-LAP, LLC 101044IHLAP 11-01-20
Georgia State Program 4 IA100001 (OR) 09-29-19
Illinois NELAP 5 200024 11-29-19
Iowa State Program 7 007 12-01-19
Kansas NELAP 7 E-10341 01-31-20
Minnesota NELAP 5 019-999-319 12-31-19
Minnesota (Petrofund) State Program 1 3349 08-22-19
North Dakota State Program 8 R-186 09-29-19
Oregon NELAP 10 IA100001 09-29-19
USDA Federal P330-19-00003 01-02-22
TestAmerica Nashville
Page 13 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Page 14 of 15 3/31/2019 (Rev. 1)
1
2
3
4
5
6
7
8
9
10
11
12
Page 15 of 15
3/31/2019 (Rev. 1)
123456789101112