mr. l. wayne bitner chief, environmental restoration may 1 ... afb/kafb4711.pdf · department of...

Mr. L. Wayne Bitner

DEPARTMENT OF THE AIR FORCE HEADQUARTERS 377TH AIR BASE WING (AFMC)

Chief, Environmental Restoration 2000 Wyoming Blvd SE Ki11land AFB NM 87117-5600

Ms. Rebecca Cook Groundwater Quality Bureau (GWQB) New Mexico Environment Department (NMED) 1 I 90 St Francis Drive Santa Fe, New Mexico 87502

Dear Ms. Cook,

GROUND WJ\TER

MAY 1 5 2015

BUREAU

Attached please find the Kirtland Air Force Base (AFB) Bulk Fuels Facility (BFF) Monitoring and Co111i11ge11cy Pla11 for the groundwater treatment system permitted under Discharge Permit (DP-1770). This letter work plan is to satisfy the requirements specified in DP-1770 issued by the NMED GWQB on December 9, 2014. The NMED GWQB directed submittal of both a Monitoring and Contingency Plan pursuant to Subsection A of 20.6.2.3107 New Mexico Administrative Code (NMAC) and Subsection E of 20.6.2.3109 NMAC.

We appreciate your attention to this matter. Please contact me at 505.853.3484 or at [email protected] or Mr. Scott C. Clark at 505.846.9017 or nt [email protected] if you have any questions.

cc: NMED-EHD (Robe11s) NMED (McQuillan, Longmire) NMED-HWB (Kieling, Cobrain, McDonald) NMED-GWQB (Bustamante, Huddleson) NMED-PSTB (Reuter) NMED-OGC (Kendall) U.S.EPA Region 6 (King, Ellinger) AFCEC-CZRX (Bodour)

~ L. Wayne Bitner Chief, Environmental Restoration

USACE-ABQ District Office (Simpler, McBee, Phaneuf) Public Info Repository (Central New Mexico Community College), Administrative Record/Information Repository (AR/IR), and File

KAFB4711

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Kirtland Air Force Base Bulk Fuels Facility Monitoring and Contingency Plan for Discharge Permit DP-1770

This Kirtland Air Force Base (AFB) Bulk Fuels Facility (BFF) Monitoring and Contingency Plan for Discharge Permit DP- I 770 (DP-1770) has been prepared by CB&I Federal Services LLC for the New Mexico Environment Department (NMED) Groundwater Quality Bureau (GWQB) and Hazardous Waste Bureau (HWB). The purpose of the work plan is to satisfy the requirements specified in DP-1770 issued by the NMED GWQB on December 9, 2014, and contains a Monitoring and Sampling Plan for the pending groundwater treatment system (GWTS) for the Kirtland AFB BFF spill site (solid waste management unit [SWMU] SS-111 ). The work plan also contains a Contingency Plan, which identifies measures to prevent unauthorized discharges and outlines procedures for notification and/or corrective actions if regulatory standards are exceeded or if an unintentional discharge occurs.

1. INTRODUCTION AND SYSTEM DESCRIPTION

As part of an Interim Measure for remediation of the off-base portion of the dissolved ethylene di bromide (EDB) groundwater plume, Kirtland AFB is required to complete a detailed design for a groundwater extraction well, influent pipeline, treatment system, and effluent discharge piping to be constructed both on and near Kirtland AFB. Since the issuance of DP- I 770, it has been proposed that treated groundwater produced from extraction well KAFB-106228, located west of Kirtland AFB, be discharged for a period of 120 days to the 15-inch pipeline that currently conveys extracted water from KAFB-7 (SWMU ST-105) to the Tijeras Arroyo Golf Course Main Pond (GCMP). Current irrigation of the Tijeras Arroyo GCMP falls under a discharge plan exemption dated June 7, 2002. Extraction wells KAFB-7, KAFB-0602, KAFB-0610, and KAFB-1589 currently discharge water to the GCMP for irrigation at the Tijeras Arroyo Golf Course under this discharge plan exemption. A letter requesting temporary permission to combine treated water from the Kirtland AFB BFF spill site (SWMU SS-111) with water from the remedial action site SWMU ST-105 was submitted to NMED GWQB on April 29, 2015.

Kirtland AFB is currently designing and procuring a permanent GWTS; however, the NMED HWB Notice of Violation (dated January 15, 2015), directing groundwater treatment to begin by June 30, 2015, prompted the need for an interim temporary GWTS. The temporary GWTS, capable of treating 100 gallons per minute (gpm) of extracted groundwater, will be installed on Kirtland AFB property (Attachment 1). The temporary GWTS will begin operation on June 30, 2015, and will operate during construction of the permanent GWTS. Both the temporary and permanent GWTS are covered under DP-1770. The temporary and permanent GWTSs are discussed below and GWTS components are presented in Attachment l.

1.1 Extraction Well KAFB-106228 and Influent Piping

Groundwater will be extracted from well KAFB-106228, located at 6200 Gibson Boulevard SE on the property of the Christ United Methodist Church, between Louisiana and San Pedro Boulevards. The well will be fitted with a submersible well pump designed to extract 100 gpm of groundwater. All plumbing, valves, gauges, meters, piping, fittings, sensors, and containment associated with the extraction well will be installed in a subsurface well vault. Flow and well level sensors and instrumentation, leak detection devices, and pump controls will be connected to the GWTS control system located on Kirtland AFB by underground cable. A power service disconnect switch, electric meter, service disconnect, and a local control panel containing the motor starters and other control components for the well pump will be installed on an electrical rack inside a secured shed located adjacent to the well vault.

The influent piping from the wellhead to Kirtland AFB property (approximately 1,600 feet) will be installed using horizontal directional drilling under an unnamed City of Albuquerque-owned alley, and under Louisiana Boulevard to a valve vault located on Kirtland AFB. The vault will also serve as the juncture point between the temporary GWTS and permanent GWTS influent piping. Once on base, the

Kirtland AFB BFF Monitoring and Contingency Plan

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permanent GWTS influent pipeline will be installed in a trench along the Kirtland AFB fence line, where it will cross Ridgecrest Drive by horizontal directional drilling and will terminate at the permanent GWTS building (Attachment 1 ).

1.2 Temporary GWTS

The temporary GWTS will be operational by June 30, 2015, and is anticipated to operate for 3 to 4 months until the permanent system is installed. Some of the elements of the permanent GWTS will be available for use by June 30, 2015, and will be incorporated into the temporary system. These include the extraction well, pump, and well vault; the segment of the influent pipeline that runs under the alleyway to the on-base valve vault; and the valve vault. The permanent influent pipeline running from the extraction well to the on-base valve vault is double-wall, high density polyethylene (HOPE) pipe with a 4-inch inner pipe inside of an 8-inch containment pipe. The pipeline is sloped so that in the event of any leaks, the inner pipe will drain into the well vault or the valve vault where there are level switches for leak detection. A temporary surface pipe will connect to this line at the valve vault, and convey the groundwater to the temporary GWTS (Attachment 1). A process flow diagram of the temporary treatment system is presented in Attachment 2.

The temporary portion of the influent pipeline from the valve vault will be a 4-inch HOPE pipe that is pulled through an outer pipe to provide containment. The outer pipe drains back to the valve vault.

The temporary influent pipe connects to two frac tanks that are the feed tanks for the temporary GWTS. The frac tanks have a nominal capacity of 20,000 gallons each and are fitted with high-level switches connected to the temporary system control panel. A high level detection in the frac tanks will shut down the well pump to prevent overflow. From the frac tanks, untreated groundwater is pumped through a set of pre-filters to the granular-activated carbon (GAC) beds and into additional frac tanks that collect the treated water. One set of bag filters will be placed at the inlet of the GAC beds to remove suspended solids ( e.g., sand) resulting from groundwater extraction, and another set at the outlet to remove carbon fines that may work their way out of the activated carbon beds.

The groundwater treatment includes three GAC units arranged in series. Two GAC units in series should provide adequate contact time to remove EDB to below the U.S. Environmental Protection Agency (EPA) drinking water standard of0.05 microgram per liter (µg/L). The third GAC unit provides backup and may be bypassed after sampling confirms two beds are adequate. The effluent of the first and second GAC units will be sampled and analyzed for EDB on a routine basis (Section 2.1 ). If the first bed shows 30 percent (%) to 50% breakthrough of contaminants, where effluent concentration is 30% to 50% of inlet concentration, it will be taken offline. The second GAC unit will then replace the first bed and the third bed will become the secondary unit. A fresh carbon adsorber will be available as the backup (third) bed.

Treated groundwater will be conveyed from the GAC units to additional frac tanks. Initially, eight tanks will be available, but some may be removed if unnecessary. The treated water tanks are also fitted with high-level switches connected to the temporary system control panel, which will shut down the system to prevent overflow if a high level is detected. Treated water will be pumped from the tanks through a temporary pipeline ( on base) into an existing line that runs from extraction well KAFB-7 to the on-base Tijeras Arroyo GCMP (Attachment 1 ). The treated water pipeline will be 4-inch, single-wall HOPE aboveground pipe.

The equipment for the temporary system will be installed within a containment system that will hold 40,000 gallons of water. This containment system will consist of a polyethylene liner that will be installed on a geotextile membrane. The polyethylene liner will be fastened over man-made berms to provide the walls for the basin. The containment will have high-level switches to shut down the system if water is detected within the containment basin. Rain water collecting in the containment berm will be pumped into


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the influent frac tanks for treatment. The temporary system control panel has a cellular-based telemetry feature to alert the operators if the system shuts down.

1.3 Permanent GWTS

The permanent GWTS will be installed on Kirtland AFB near the southeast corner of Ridgecrest Drive and Perimeter Circle, west of Walker Street in the former Zia Park neighborhood (Attachment 1 ). A process flow diagram of the permanent treatment system is presented in Attachment 3.

At the permanent GWTS, the extracted groundwater will first enter a 6,000-gallon equalization tank. A feed pump will then transfer the untreated water from the equalization tank at 100 gpm, initially, through pre-treatment filters and the GAC units. The groundwater treatment consists of two GAC adsorbers, each containing 20,000 pounds of carbon. The carbon adsorbers are fitted with a piping manifold that allows either unit to be operated as the first adsorber. The GAC units provide sufficient carbon volume and contact time to treat the effluent from the first unit to below the drinking water standard (0.05 µg/L). The second GAC unit will act as a guard bed that will see very low or non-detect concentrations of EDB. Once treated through the GAC units, the groundwater will be filtered for carbon fines through a set of bag filters into a 6,000-gallon post-treatment equalization tank.

Treated groundwater will be pumped through a permanent HDPE, single-walled, below grade pipeline from the treatment system to the existing pipeline extending from well KAFB-7 (permitted under SWMU ST-105) to the GCMP at Tijeras Arroyo Golf Course on Kirtland AFB, or to the infiltration galleries located at the Golf Course. The discharge pump will be rated for 400 gpm and will be controlled by variable frequency drive (VFD). An isolation valve and check valve will be installed below grade at the tap-in point on the KAFB-7 discharge pipeline. The discharge pipeline from the GWTS is approximately 9,200 linear feet with five road crossings. Air vacuum release valves will be installed at the highest elevation points along the route. Treated groundwater from KAFB-106228 will temporarily be discharged at the GCMP where it will be used to irrigate the Tijeras Arroyo Golf Course. During colder months when irrigation is not necessary, treated groundwater from KAFB-106228 may be discharged to infiltration galleries located adjacent to the Golf Course.

2. MONITORING PLAN

This Monitoring Plan has been developed in accordance with 20.6.2.3107 New Mexico Administrative Code (NMAC), Subsection C of20.6.2.3109 NMAC, and DP-1770 to ensure concentrations in treated groundwater are below applicable regulatory criteria and to focus on the phased sampling required at both the temporary and permanent GWTS.

Based on review of cumulative groundwater data for wells located within close proximity to extraction well KAFB-106228 (KAFB-106035, KAFB-106036, and KAFB-106037), EDB has been detected above regulatory standards (EPA maximum contaminant level of0.05 µg/L). Analytical results for groundwater samples collected from wells KAFB-106035, KAFB-106036, and KAFB-106037 during First Quarter calendar year 2015 are presented in Attachment 4.

Six constituents have been identified as potentially being present in untreated groundwater (listed in Condition 4 of DP-1770). The constituents and respective applicable regulatory criteria are listed below:

• Benzene (5 µg/L) • Ethylene dibromide (0.05 µg/L) • lron (I milligram per liter [mg/L]) • Manganese (0.2 mg/L)


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• Toluene (750 µg/L) • Total xylenes (620 µg/L)

Both treated and untreated groundwater will be sampled for the constituents listed above as described in Section 2.1. Treated groundwater concentrations shall not exceed applicable regulatory criteria, as established in DP-1770. A contingency plan has been developed (Section 3) to prevent exceedance of the criteria set forth in DP-1770.

Multiple sampling phases will be performed during initial operational phases of the GWTS, including well development, aquifer testing, initial operation (3 to 4 months), and normal operation. Sampling will be performed during well development and aquifer testing as described in the Groundwater Extraction Well KAFB-106228 Aquifer Pilot Test Work Plan (U.S. Army Corps of Engineers [USA CE], 2015). All sampling and analysis of treated and untreated groundwater samples will be conducted as outlined in Section 5.2.5 of the NMED-approved Groundwater Investigation Work Plan (USACE, 2011). Sample results will be compared to the most conservative value of the U.S. Environmental Protection Agency maximum contaminant levels or New Mexico Water Quality Control Commission standards (20.6.2.3103 NMAC). Proposed monitoring of the treated groundwater during GWTS operation is discussed below.

2.1 GWTS Discharge Samples

Once the step-drawdown and constant rate aquifer test are completed, weekly sampling will be initiated and will be conducted for the first month of operation of the temporary treatment system. Following that, sampling will be performed on a monthly basis. Weekly and monthly groundwater samples will be collected for EDB, benzene, toluene, ethylbenzene, and xylene; and metals (iron and manganese) at the inlet to the first carbon bed (untreated water), from the outlet of the first carbon bed, and at the effluent of the treatment system (treated water discharged to golf course pipeline) to monitor the operation of the GWTS (Attachment 5). The samples described above will monitored for contaminant breakthrough of the leading carbon beds.

In accordance with DP-1770 and Section 6.1.6 ofthe Resource Conservation and Recovery Act (RCRA) Permit (NMED, 2010), quarterly discharge monitoring reports will be submitted to NMED HWB for the previous quarterly period by the last day of the calendar quarter (June, September, December, and March) of each year that the GWTS is in operation. The quarterly reports will include analytical results from untreated and treated groundwater samples, quality assurance/quality control laboratory summary reports, measured and calculated flow volumes, and any other requirements set forth in Section 6.2.4.4 of the RCRA Permit (NMED, 2010).

2.2 Effluent Flow-Rate Monitoring

One totalizing flow meter will be installed on the influent line per Condition 10 of DP-1770, in order to measure the volume of treated water discharged to the effluent pipeline. The effluent flow meter will be installed on the effluent pump skid after the GAC units. In accordance with Condition 10 of DP- I 770, the volume of treated groundwater discharged to the effluent pipeline will be monitored on a monthly basis. The monthly volume readings and the calculated monthly and average daily discharge volumes will be submitted to NMED HWB and GWQB in the quarterly discharge monitoring reports in accordance with DP- I 770. The effluent flow meter will be visually inspected on at least a monthly basis for evidence of malfunction and a flow calibration check will be performed on a yearly basis.

The effluent flow meter will be calibrated by comparing the reading of the instrument with the drop in level of the effluent tank over time (modified bucket and stopwatch method). If the flow meter is not reading within 10% of the measured flow, its calibration will be adjusted. Any malfunction, repair, or replacement to the flow meter will be documented in the quarterly discharge monitoring report. If the effluent flow meter malfunctions, it will be repaired as soon as possible. While the flow meter is offline,


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the discharge flow will be estimated from the flow meters on the carbon bed inlet. This will be noted in the quarterly discharge monitoring report.

2.3 Additional Groundwater Sampling

Quarterly groundwater monitoring is conducted for SWMU SS-111 wells, as required by NMED HWB. These wells are located upgradient of the Tijeras Arroyo Golf Course and are sampled and analyzed for the following analytes: volatile organic compounds, EDB, total petroleum )lydrocarbons as diesel range organics, total petroleum hydrocarbons as gasoline range organics, cations, lead, dissolved iron and manganese, anions, ammonia-nitrogen, alkalinity, and total sulfide. Analytical results for the SWMU SS-111 wells are reported in the Kirtland AFB BFF Quarterly Pre-Remedy Monitoring and Site Investigation Reports.

The ST-105 extraction wells (KAFB-7, KAFB-0602, KAFB-0609, and KAFB-0610) are included in the Stage 2 Abatement Program at SWMU ST-105. One of the objectives under the Stage 2 Abatement Program for nitrate-contaminated groundwater is to monitor and evaluate groundwater withdrawal and land application to the KAFB Tijeras Arroyo Golf Course. The ST-105 extraction wells are sampled on an annual basis for the following parameters: total dissolved solids, nitrate/nitrite, ammonia, total Kjeldahl nitrogen, anions, cations, alkalinity, total organic carbon, dissolved organic carbon, iron, and manganese. Additional sampling requirements may be established as a condition of the NMED Temporary Permit to discharge to the GCMP. Flow from extraction wells KAFB-7, KAFB-0602, KAFB-0610, and the golf course production well (KAFB-1598) are monitored on a monthly basis to document the volume of nitrate-contaminated groundwater supplied to the GCMP (KAFB-0609 was damaged and abandoned in 2013). Groundwater monitoring reports for the Stage 2 Abatement Program are submitted to NMED annually.

Applicable data from the SWMU SS-111 and ST-105 (during the period of discharge to the GCMP) wells will be incorporated in quarterly discharge monitoring reports.

3. CONTINGENCY PLAN

This Contingency Plan has been developed in accordance with 20.6.2.3107.A.10 NMAC to ensure that discharge from the GWTS does not result in adverse impacts to the vadose zone or groundwater. Treated groundwater must comply with the concentration limits defined in 20.6.2.3103 NMAC and 20.6.2.3109 NMAC, as defined in Condition 4 of DP-1770. As noted in Section 2, there is potential that benzene, EDB, toluene, total xylenes, iron, and manganese could be present in the extracted groundwater at levels that exceed discharge criteria. Except for EDB these contaminants are seen in monitoring wells far upgradient of the initial extraction well and are not expected to be present in the groundwater at the inlet of the treatment system. As required in DP-1770, the treated and untreated groundwater will be monitored for all of these compounds using the methods described in Section 2 above.

3.1 GWTS Preventative Measures for Unauthorized Discharge

Equipment and components of both the temporary and permanent GWTS are designed to include leakprevention, secondary containment, remote system access, and automatic shutdowns to reduce the likelihood of unauthorized discharges. Operation and maintenance of these components are briefly described below. System disruption will be recorded and reported to both NMED HWB and GWQB by the procedures outlined in Section 3.2. An Operations and Maintenance Manual will be available onsite during system operation and will include equipment maintenance and shutdown procedures.


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Influent Pipeline and Leak Monitoring

To ensure that contaminated groundwater is not discharged en route to the GWTS, leak-detection monitoring will be installed at two low points in the double-walled influent pipe system, in the well vault ofKAFB-106228, and at the valve vault where the influent pipeline enters Kirtland AFB property. The pipeline will be leak-tested prior to initiating service. In the event of indication of a break or leak, the well pump will be shut down by the system, the operator will be notified via the control system, and the faulty components will be identified and replaced. Ifthere is a leak in the influent pipeline, the secondary pipe will contain the leak and the untreated water will drain back to into the valve vault or wellhead vault. Untreated water will be removed from the vaults by vacuum truck.

GWTS Secondary Containment

Secondary containment will be installed for all temporary and permanent GWTS components carrying untreated groundwater (feed pump, pre-filters, carbon adsorbers, etc.). Secondary containment volume will be sufficient to contain a single failure of the largest volume container. A sump pump will pump minor spills or rainwater (temporary system) back into the untreated water tanks.

Level Switches for Tanks

The feed tank(s) (pre-treatment) and the post-treatment tanks will be fitted with back-up, high level switches that will shut down the system if necessary. The operator will be notified via the control system if a high level causes the system to shut down. Response times will vary depending on the alarm conditions. If necessary, response times will be within the hour to prevent unauthorized discharges.

Telemetry System and Control Panel

The GWTS will be designed and instrumented to efficiently operate 24 hours per day with minimal operator attention. A control system and operator interface panel will be installed to allow control of the GWTS and the extraction well pump. The control system will include telemetry and web access to alert operators of off-hour alarm conditions. Staff will be scheduled to be on-call for emergency response if any alarm conditions are triggered. Once staff has responded to the alarm condition, NMED will be notified within the appropriate time period and any additional organizations will notified as necessary. An emergency contact list and list of operations personnel will be included in the Operations and Maintenance Manual, which will be kept on site.

GACUnits

The GAC units will be arranged in series to provide the contact time required for EDB removal as described in Section 1.2 above. Weekly groundwater samples will be collected in order to monitor for contaminant breakthrough. If the lead unit shows contaminant breakthrough (defined as contaminant removal of less than 70% ), it will be taken out of service, and the second unit will become the first unit.

3.2 Regulatory Exceedance Procedures

If EDB or any other constituent of concern is detected in the effluent of the treatment system above regulatory standards, pumping will cease, and the treatment system will be evaluated to determine where treatment has been insufficient and how it can be corrected. If necessary, discharge water exhibiting regulatory exceedances will be stored on site until the water is able to be discharged or transported off site for disposal. The discharge water containing contaminants in excess of discharge criteria may be run through the GWTS again to ensure contaminant levels are below regulatory standards.


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Notification Procedures

In the event that analytical results of effluent discharge exceed standards set forth in 20.6.2.3103 NMAC, the following notification procedures, as outlined in DP-1 770, will be performed:

• NMED will be verbally notified within 24 hours of the violation.

• The extraction well pump will be shut down and discharge activities will cease until the problem with the treatment system is identified and addressed.

• Once the treatment system is repaired, the extraction well pump will be turned on and treatment system activities will commence.

• The effluent groundwater will be re-tested at this time, and the monitoring frequency will be increased to weekly as required in Condition 16 of DP-1770. After 4 consecutive weeks of analytical results below the standards in 20.6.2.3103 NMAC, monitoring will return to a monthly frequency.

3.3 Leak or Spill Procedures

If a release, leak, or other discharge occurs during the operation of the G WTS that is not authorized under DP-1770, corrective measures will be taken to mitigate damage from the unauthorized discharge. The GWTS will be immediately shut down, and the source and amount ofrelease will be determined. If the release or leak is confined within the secondary containment area, spill-response equipment will be used to clean up the release. If the release or leak results in a release to the environment (outside the containment area), the system will be immediately shut down, and NMED will be notified. Notification procedures and corrective actions required in Section 20.6.2.1203 NMAC are summarized below.

Notification Procedures

In the event that a release or unauthorized discharge occurs, NMED will be verbally notified within 24 hours of discovery with the following information:

• Name, address, and telephone number of the person(s) in charge of the facility, as well as the owner/operator of the facility

• Name and address of the facility

• Date, time, location, and duration of the unauthorized discharge

• Source and cause of the discharge

• Description of the unauthorized discharge, including estimated chemical composition

• Estimated volume

• Interim actions taken to mitigate immediate damage from the discharge

Within 1 week of the unauthorized discharge, written notification will be submitted to NMED, and within 15 days of the unauthorized discharge, a corrective action plan or report will be submitted to NMED.

Both NMED HWB and GWQB will be notified if the treatment system shuts down for 24 hours or more.


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4. REFERENCES

NMED. 2010. Resource Conservation and Recovery Act Permit EPA ID No. NM9570024423 to U.S. Department of the Air Force for Kirtland Air Force Base, Hazardous Waste Bureau, New Mexico Environment Department, Santa Fe, New Mexico, July 15, 2010, effective August 16, 2010.

USACE. 2015. Groundwater Extraction Well KAFB-106228 Aquifer Pilot Test Work Plan Bulk Fuels Facility (BFF) Spill, Solid Waste Management Units ST-106 and SS-111, Kirtland Air Force Base, Albuquerque, New Mexico. Prepared by CB&I Federal Services LLC for the USACE Albuquerque District under USACE Contract No. W912DY-10-D-0014, Delivery Order 0002. March.

USA CE. 2011. Groundwater Investigation Work Plan, Bulk Fuels Facility (BFF) Spill, Solid Waste Management Units ST-106 and SS-111, Kirtland Air Force Base, Albuquerque, New Mexico. Prepared by Shaw Environmental & Infrastructure, Inc. for the USA CE Albuquerque District under USACE Contract No. W912DY-10-D-0014, Delivery Order 0002. April.


May 2015 KAFB-015-0030

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ATTACHMENT 1

GROUNDWATER TREATMENT SYSTEM LAYOUT

Monitoring and Contingency Plan

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Permanent Underground Discharge Piping (where routing does not follow temporary line)

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ATTACHMENT 1

GROUNDWATER TREATMENT SYSTEM LAYOUT

Kirtland AFB BFF

ATTACHMENT 2

TEMPORARY GROUNDWATER TREATMENT SYSTEM PROCESS FLOW DIAGRAM

PHASE IV MID-PLUME PUMP & TREAT SYSTEM


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ATTACHMENT 2 TEMPORARY GROUNDWATER TRl;ATMENT SYSTEM

--------- PROCESS FLOW DIAtRAM 1-------------------------+-+--------------t----t---t---t----iW'ra~MllfJ.t/; :~F~~'l?.r~g,~,5~,~~1:~ J<J~NJ0~~\.s,;0B&n. PHASE 1v MID-PLUME PUMP & TREAT SYSTEM

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g~~l ____________________________ [==========~~:_:~ __________ J__:~ ______ __.:~~------~~L:'.'....l..:::.1~:...J'.==:__c=:..J.::.:.:::.::~..:::..::::..:.::...i:.= ___ --1 _____ .L _______ T,_;;:;.;;::a::;;;:;;~:l;;;;.,~~~~NG..:: ... ~~~ uo~ ~~~

REFERENCE DRAWINGS NO. REVISION DRAWN I cK·o I APPD DATE

m~ BULK FUELS FACILJlY, KIRTLAND AFB, NM

PROJECT NO, 140705

FUTURE

r--- BELOW ABOVE I GR~~..J-.~~ND

. I < 3

· L-7 I"

E _l'l_E_~~~-~ : /~ B-< 2 >--1>

-----~

{NOTE 1) • l~--0---(NOTE 5)

~ ,"/~✓,I""

~

I I I I I I I I

l~I

I I P-101 I I L_J

GROUNDWATER EXTRACTION WELL

KAFB-106228

TK-110

P-101 GROUNDWATER

PUMP 100 GPM

STREAM NO. (1)

COMPONENT LIQUID FLOW {DESIGN)

LIQUID FLOW (overage)

AIR FLOW

ETHYLENE DIBROMIDE {EDS) {NOTE 3,4)

PRESSURE

TEMPERATURE

DENSITY {AT 70° F)

gpm

gpm

acfm (scfm)

.ug/L psig {ATM)

OF

lb/ft'

N01'5

KAFB-106228 TO GWTS

100

2

25

58

62.4

~'

P-1128 F-1128

~ ~o~

fl~ V-114A {NOTE 2)

I .10£)' .1 .I '.~~~ T

F-112A/B PRE-FILTER

(2) FUTURE WELLS

TO GWTS

300

2

25

58

62.4

F-118A/B POST-FILTER

<3> WELL FIELD

TO GWTS

400

2

25

58

62.4

<4> INFLUENT TO FEED TANK

400

2

25

58

62.4

P-112A/B GROUNDWATER

TREATMENT FEED PUMP

(5) GWTS

FEED PUMPS

200

2

5

58

62.4

P-118 TREATED WATER

DISCHARGE PUMP

(s)

PRE-FILTER

400

2

25

58

62.4

<!> CARBON

ABSORPTION INLET

400

2

25

58

62.4

.---0- TO ATM

llilIES;_

1. P!PEL!NE FROM GROUNDWATER WELL KAFB-106228 !S DOUBLE-WALLED HOPE PIPE.

2. CARBON VESSELS ARE RUN IN SERIES WITH OPTIONAL VALVING FOR PARALLEL ANO LEAO/LAG CONFIGURATION.

3. BASED ON RECENT ANAL YTlCAL OATA FROM GROUNDWATER MONITORING WELLS KAFB-106035, 106036, AND 106037, EDS IN EXTRACTED GROUNDWATER IS EXPECTED TO BE BETWEEN 0.5 UG/L AND 1 .0 UG/L. DESIGN INLET EDS CONCENTRATION IS 2 UG/L.

4. TREATED GROUNDWATER WILL BE BELOW THE DRINKING WATER STANDARD OF O.D5 UG/L {LT 0.05) FOR EDS.

5. TREATED WATER CONNECTION FOR DUST CONTROL. INTERMITTENT FLOW.

6. TREATED GROUNDWATER WILL BE PUMPED THROUGH AN EXISTING PIPELINE TO THE MAIN POND OF THE TEJERAS ARROYO GOLF COURSE.

-. (C: ......_____

V-1148 {NOTE 2)

,

-------i

J

TK-110 GROUNDWATER

TREATMENT FEED TANK

(s) <9> TREATED

WATER

400

0.05

25

58

62.4

DISCHARGE PUMP

400

LT 0.05

5

58

62.4

TK-116

TK-116 TREATED WATER

STORAGE TANK

<,~ POST-FILTER

400

LT 0.05

25

58

62.4

F-1188

.-,o~ ,-----< 16 >-------• TREATED GROUNDWATER FOR DUST CONTROL {NOTE 5).

P-118 F-118A

~o

V-114A/B CARBON

ADSORBERS

10 >-+-''-------< ,,_ _______ TREATED GROUNDWATER TO GOLF COURSE PIPELINE {NOTE 6).

'"" """"v ''l;(\\V'

<,~ <i:> <it> <,1/ ~1/ <,~ <> <> TREATED I TREATED

GROUNDWATER GROUNDWATER

400 I 400

LT 0.05 LT 0.05

25 25

58 58

62.4 62.4

GROUNDWATER~ TREATED WATER ~TREATED WATER !TREATMENT FEE STORAGE TANK O DUST CONTROL

TANK VENT VENT CONNECTION

100 {NOTE 4)

(12.05) {12.05)

68 68

0.061 0.061

U.S. ARMY CORPS OF ENGINEERS ALBUQUERQUE DISTRICT

ALBUQUERQUE. NEW MEXICO

ODTDOC"'

~

PROFESSIONAL SEAL

CB&I FEDERAL SERVICES LLC 312 DIRECTORS DRIVE

KNOXVILLE. TENNESSEE 37923

865-690-3211

~, - 'Vl ATTACHMENT 3 ~ ~ l.," ~- PROCESS FLOW DIAGRAM ~i:j O .. --.":L: . SJ BASIS OF DESIGN SUBMITTAL J "£ i lrl~$°8g::f-AJ~ :~~~~~~l~l~~l~~Ni~~ ~~N JO~;:r ~CB&I). '\- i';-§ DEEMEO TO BE COMMERCIAIJ.Y SENSIM. IT IS TO BE USEO ONLY IN CONNECTION PHASE IV MID-PLUME PUMP & TREAT SYSTEM - 2 C WITH WORK BEING PERFORMED BY CB&:I. REPRODUCTION IN WHOLE OR IN PART

! ~ i 1 ISSUED FOR RE\1EW EGA SES BAH 05/14/15 ~"Ex"ff'iiJMR:~~~HlM~l8~\~ftiR~J0rcFaif~~u~~ll)DfilirsrEPT FO~ BULK FUELS FACIU1Y KIRTLAND AFB NM

~ ~&;- BOTH DELIBERATE AND INADVER1£NT DISCLOSURE TO Af,f'( THIRD PARlY. 1 1

:ii: 1 REFERENCE DRAWlNGS NO. RE\1SKJN DRAWN CK'O APPD DAlE DRAWN, EGA I

CK'D, SES I

APPD, BAH I DAlE: 05/14/151

SCAlf: NONE PROJECT NO, 140705 r "" 140705-001-PR-01-B00002 1"" li:a...c.. Fami:Cll5-8JD-OG-fll--G2104C811N51u.ag

Kirtland AFB BFF

ATTACHMENT 4

ANALYTICAL RESULTS FOR WELL CLUSTER ADJACENT TO EXTRACTION WELL KAFB-106228


A 7TACHMENT 4

May 2015 KAFB-015-0030

Chemical Class and

Analytical Method• Parameter

TPH (µglL) Method DIESEL RANGE ORGANICS 8015C GASOLINE RANGE ORGANICS

voes (µglL) Method 1,2-DIBROMOETHANE (Method 8011) 8260B

1, 1, 1,2-TETRACHLOROETHANE

1, 1, 1-TRICHLOROETHAN E

1, 1,2,2-TETRACHLOROETHANE

1, 1,2-TRICHLOROETHANE

1, 1-DICHLOROETHANE

1, 1-DICHLOROETHENE

1, 1-DICHLOROPROPENE

1,2,3-TRICHLOROBENZENE

1,2,3-TRICHLOROPROPANE

1,2,4-TRICHLOROBENZENE

1,2,4-TRIMETHYLBENZENE

1,2-DIBROMO-3-CHLOROPROPANE

1,2-DIBROMOETHANE

1,2-DICHLOROBENZENE

1,2-DICHLOROETHANE

1,2-DICHLOROPROPANE

1,3,5-TRIMETHYLBENZENE

1,3-DICHLOROBENZENE

1,3-DICHLOROPROPANE

1,4-DICHLOROBENZENE

2,2-DICHLOROPROPANE

2-BUTANONE

2-CHLOROTOLUENE

2-HEXANONE

4-CHLOROTOLUENE

4-METHYL-2-PENTANONE

ACETONE

BENZENE

BROMOBENZENE

BROMOCHLOROMETHANE

BROMODICHLOROMETHANE

BROMOFORM

BROMOMETHANE

CARBON DISULFIDE

CARBON TETRACHLORIDE


Attachment 4 Analytical Results for Well Cluster Adjacent to Extraction Well KAFB-106228

First Quarter Calendar Year 2015

· .. :·> ::::' :.:, .,, . Location Code KAFB-10635

"i . .. ,::,; .•• : •. ::· .. sa~1>f.e ID GW2016 :.: ,, - ·: ·. ',, .

. Sample:Dafe 2-Mar-15 ..

·> .· .. · San,pJe Purpose REG .. , .· ,: :· Sample Depth 452-482 FT :,: ·, NIVlt:LJ l:irounCI

Water Protection Standards (Sec. EPA

20.6.2.3103t MCLsb,c Result VAL QUAL LOQ Result

NIA NIA ND u 400 ND

NIA NIA 110 J 150 136 .·.

0.1 0.05 0.812 0.0279 . 0.338 ..

NIA NIA ND u 1 ND

60 200 ND u 1 ND

10 NIA ND u 1 ND

10 5 ND u 1 ND

25 NIA ND u 1 ND

5 7 ND u 1 ND

NIA NIA ND u 1 ND

NIA NIA ND u 2 ND

NIA NIA ND u 2 ND

NIA 70 ND u 2 ND

NIA NIA ND u 1 ND

NIA 0.2 ND u 2 ND

0.1 0.05 :0.827 J 1 0.428

NIA 600 ND u 1 ND

10 5 ND u 1 ND

NIA 5 ND u 1 ND

NIA NIA ND u 1 ND

NIA NIA ND u 1 ND

NIA NIA ND u 1 ND

NIA 75 ND u 1 ND

NIA NIA ND u 1 ND

NIA NIA ND u 10 ND

NIA NIA ND u 1 ND

NIA NIA ND u 5 ND

NIA NIA ND u 1 ND

NIA NIA ND u 5 ND

NIA NIA ND u 10 ND

10 5 ND u 1 ND

NIA NIA ND u 1 ND

NIA NIA ND u 1 ND

NIA 80 ND u 1 ND

NIA 80 ND u 1 ND

NIA NIA ND u 2 ND

NIA NIA ND u 1 ND

10 5 ND u 1 ND

Page 1 of5

KAFB-10636

GW2017

2-Mar-15

REG

482-497 FT

VAL QUAL LOQ Result

u 400 ND

J 150 79.5

0.028 0.137'

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 2 ND

u 2 ND

u 2 ND

u 1 ND

u 2 ND

J 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 10 ND

u 1 ND

u 5 ND

u 1 ND

u 5 ND

u 10 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 1 ND

u 2 ND

u 1 ND

u 1 ND

KAFB-10637

GW2018

3-Mar-15

REG

507-522 FT

VALQUAL

u J

u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u

LOQ

444

150

0.0282

1

1

1

1

1

1

1

2

2

2

1

2

1

1

1

1

1

1

1

1

1

10

1

5

1

5

10

1

1

1

1

1

2

1

1

May 2015 KAFB-015-0030

Chemical Class and

Analytical Method• Parameter

voes (µglL) Method CHLOROBENZENE 8260B

CHLOROETHANE

CHLOROFORM

CHLOROMETHANE

CIS-1,2-DICHLOROETHENE

CIS-1,3-DICHLOROPROPENE

DIBROMOCHLOROMETHANE

DIBROMOMETHANE

DICHLORODIFLUOROMETHANE

ETHYLBENZENE

HEXACHLOROBUTADIENE

ISOPROPYLBENZENE

METHYL TERT-BUTYL ETHER

METHYLENE CHLORIDE

NAPHTHALENE

N-BUTYLBENZEN E

N-PROPYLBENZENE

P-ISOPROPYL TOLUENE

SEC-BUTYLBENZENE

STYRENE

TERT-BUTYLBENZENE

TETRACHLOROETHENE

TOLUENE

TRANS-1,2-DICHLOROETH ENE

TRANS-1,3-DICHLOROPROPENE

TRICHLOROETHENE

TRICHLOROFLUOROMETHANE

VINYL CHLORIDE

XYLENES

SVOCs (µg/L) 1, 1-BIPHENYL Method 8270D

1,2-DIPHENYLHYDRAZINE

1-METHYL NAPHTHALENE

2,4,5-TRICHLOROPHENOL

2,4,6-TRICH LOROPHENOL

2,4-DICHLOROPHENOL

2,4-DIMETHYLPHENOL

2,4-DINITROPHENOL




... ·>:. :;·: •· .•.. Location .code KAFB-10635

~•· .. ·. i •.: .... Sampte•IO GW2016

. • . ~ ii; c .i: .. I Sample pate 2-Mar-15

i)<L{l·. < ... ·. Sample Purpose REG 1·: { .. .. •· Sample Depth 452-482 FT

N1v1t:u l:irouna Water Protection Standards (Sec. EPA

20.6.2.3103t MCLsb,c Result VALQUAL LOQ Result

NIA 100 ND u 1 ND NIA NIA ND u 2 ND 100 80 ND u 1 ND NIA NIA ND u 1 ND NIA 70 ND u 1 ND NIA NIA ND u 1 ND NIA 80 ND u 1 ND NIA NIA ND u 1 ND NIA NIA ND u 2 ND 750 700 ND u 1 ND NIA NIA ND u 2 ND NIA NIA ND u 1 ND NIA NIA ND u 1 ND 100 5 ND u 2 ND 30 NIA ND u 2 ND

NIA NIA ND u 1 ND NIA NIA ND u 1 ND NIA NIA ND u 1 ND NIA NIA ND u 1 ND NIA 100 ND u 1 ND NIA NIA ND u 1 ND 20 5 ND u 1 ND

750 1000 ND u 1 ND NIA 100 ND u 1 ND NIA NIA ND u 1 ND 100 5 ND u 1 ND

NIA NIA ND u 2 ND

1 2 ND u 1 ND 620 10000 ND u 3 ND N/A N/A ND u 4.9 ND N/A N/A ND u 4.9 ND 30 N/A ND u 4.9 ND 5 N/A ND u 4.9 ND 5 N/A ND u 4.9 ND 5 N/A ND u 4.9 ND 5 N/A ND u 19.6 ND 5 N/A ND u 49 ND

Page 2 of5

KAFB-10636

GW2017

2-Mar-15

REG

482-497 FT

VAL QUAL LOQ Result

u 1 ND u 2 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 2 ND u 1 ND u 2 ND u 1 ND u 1 ND u 2 ND u 2 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 1 ND u 2 ND u 1 ND u 3 ND u 4.81 ND u 4.81 ND u 4.81 ND u 4.81 ND u 4.81 ND u 4.81 ND u 19.2 ND u 48.1 ND

KAFB-10637

GW2018

3-Mar-15

REG

507-522 FT

VAL QUAL

u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u

LOQ

1

2

1

1

1

1

1

1

2

1

2

1

1

2

2

1

1

1

1

1

1

1

1

1

1

1

2

1

3

4.9

4.9

4.9

4.9

4.9

4.9

19.6

49

May 2015 KAFB-015-0030

1

Chemical Class and

Analytical Methoda Parameter

SVOCs (µglL) 2,4-DINITROTOLUENE Method 8270D

2,6-DINITROTOLUENE

2-CHLORONAPHTHALENE

2-CHLOROPHENOL

2-METHYLNAPHTHALENE

2-M ETHYL PHENOL

2-NITROANILINE

2-NITROPHENOL

3,3'-DICHLOROBENZIDINE

3-METHYLPHENOL AND 4-METHYLPHENOL

3-NITROANILINE

4,6-DINITRO-2-METHYLPHENOL

~BROMOPHENYLPHENYLETHER

4-CHLORO-3-METHYLPHENOL

4-CHLOROANILINE

4-CHLOROPHENYL PHENYL ETHER

4-NITROANILINE

4-NITROPHENOL

ACENAPHTHENE

ACENAPHTHYLENE

ACETOPHENONE

ANTHRACENE

ATRAZINE

BENZALDEHYDE

BENZI DINE

BENZO(A)ANTHRACEN E

BENZO(A)PYRENE

BENZO(B)FLUORANTHENE

BENZO(GHl)PERYLENE

BENZO(K)FLUORANTHENE

BENZOIC ACID

BIS(2-CHLOROETHOXY)METHANE

BIS(2-CHLOROETHYL)ETHER

BIS(2-CHLOROISOPROPYL)ETHER

BIS(2-ETHYLH EXYL)PHTHALA TE

BUTYLBENZYLPHTHALATE

CAPROLACTAM

CARBAZOLE



First Quarter Calendar Year 2015 ,', ,.

Location Code KAFB-10635 ::: ··•

··~·. <,.,

' Sample ID GW2016 . ' ', · ·. • ... • sarnpIe Dafe 2-Mar-15

·' '> .. • •· Sample Purp<:>se REG

••• ····••.,' Sample Depth 452-482 FT

NIVJt:U Grouna Water Protection Standards (Sec. EPA

20.6.2.3103t MCLsb,c Result VALOUAL LOO Result

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

5 NIA ND u 4.9 ND

30 NIA ND u 4.9 ND

5 NIA ND u 4.9 ND

NIA NIA ND u 19.6 ND

5 NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

5 NIA ND u 4.9 ND


5 NIA ND u 19.6 ND

NIA NIA ND u 4,9 ND

5 NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND


5 NIA ND u 19.6 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA 3 ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 98 ND

NIA NIA ND u 4.9 ND

0.7 0.2 ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 98 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA 6 ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

Page 3 of5

KAFB-10636

GW2017

2-Mar-15

REG

482-497 FT

VAL OUAL LOO Result

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 19.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 19,2 ND

u 19.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 19.2 ND

u 19.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 96.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 96.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

KAFB-10637

GW2018

3-Mar-15

REG

507-522 FT

VAL OUAL

u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u

LOO

4.9

4.9

4.9

4.9

4.9

4.9

19.6

4.9

4.9

4,9

19.6

19.6

4.9

4.9

4.9

4.9

19.6

19.6

4.9

4.9

4.9

4.9

4.9

4.9

98

4.9

4.9

4.9

4.9

4.9

98

4.9

4.9

4.9

4.9

4.9

4.9

4.9

May2015 KAFB-015-0030

Chemical Class and

Analytical Methoda Parameter

SVOCs (µglL) CHRYSENE Method 8270D

DIBENZO(A,H)ANTHRACENE

DIBENZOFURAN

DIETHYL PHTHALATE

DIMETHYL PHTHALATE

DI-N-BUTYL PHTHALA TE

DI-N-OCTYL PHTHALA TE

FLUORANTHENE

FLUORENE

HEXACHLOROBENZENE

HEXACHLOROBUTADIENE

HEXACHLOROCYCLOPENTADIENE

HEXACHLOROETHANE

INDENO(1,2,3-CD)PYRENE

ISOPHORONE

NAPHTHALENE

NITROBENZENE

N-NITROSO-DI-N-PROPYLAMINE

N-NITROSODIPHENYLAMINE

PENTACHLOROPHENOL

PHENANTHRENE

PHENOL

PYRENE

Metals (mglL) CALCIUM Method 6010C

LEAD

MAGNESIUM

POTASSIUM

SODIUM

IRON, DISSOLVED

MANGANESE, DISSOLVED

Anions (mglL) BROMIDE Method E300.0

CHLORIDE

SULFATE

NITROGEN, NITRATE-NITRITE (Method 353.2)

AMMONIA (AS N) (Method 4500NH3BG)

SULFIDE, TOTAL (Method 4500S2CF)




. · .. . •••·• < ••· . lqcation Code KAFB-10635

. .- •.. · •• \< .... •samp1e•ID GW2016 . · ..

•· •· · •· SampleDat~ 2-Mar-15 ... . . } ... . : .. · > •, Sample Purpose REG

.· Sample Depth 452-482 FT .. ·-• .. ..

NMc:u Grouna Water Protection Standards (Sec. EPA

20.6.2.31 o3l MCLsb.c Result VAL QUAL LOQ Result

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA 1 ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA 50 ND u 9.8 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

30 NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

5 1 ND u 19.6 ND

NIA NIA ND u 4.9 ND

5 NIA ND u 4.9 ND

NIA NIA ND u 4.9 ND

NIA NIA .• · 55.2 5 .· 63.3:'

0.05 0.015 ND u 0.005 ND

NIA NIA 7.43. 5 s;s3 NIA NIA 2.21) J 5 .. :f~;4 t NIA NIA 21.s< 5 • "2s:s.:i;

1 NIA ND u 0.1 ND

0.2 NIA ND u 0.015 ND

NIA NIA ·o.354 0.25 ~;37:5.• 250 NIA 38.5 0.5 ; :41° :<

..

··so.5 600 NIA .. 47.5 2.5

10 10 1}0.318 0.2 0.52 NIA NIA ND u 0.3 ND

NIA NIA ND u 1 ND

Page 4 of5

KAFB-10636

GW2017

2-Mar-15

REG

482-497 FT

VALQUAL LOQ Result

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 9.62 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

u 19.2 ND

u 4.81 ND

u 4.81 ND

u 4.81 ND

5 · 37;3.,

u 0.005 ND

5 : · 4.91' •.

J 5 < 2 ••.. ·

5 23 .

"

u 0.1 ND

u 0.015 ND

0.25 • 0,047 <

0.5 . ·•.,·.··· ;

l 9,68 .....

2.5 .. . ... ·• • 35;7 ...

0.2 r 0:2fa .·. u 0.3 ND

u 1 ND

KAFB-10637

GW2018

3-Mar-15

REG

507-522 FT

VAL QUAL

u u u u u u u u u u u u u u u u u u u u u u u

u J

J

u u J

u u

LOQ

4.9

4.9

4.9

4.9

4.9

4.9

4.9

4.9

4.9

4.9

4.9

9.8

4.9

4.9

4.9

4.9

4.9

4.9

4.9

19.6

4.9

4.9

4.9

5

0.005

5

5

5

0.1

0.015

0.25

0.5

2.5

0.2

0.3

0.98

May 2015 KAFB-015-0030

Chemical Class and



,, : :·,',:• ·.'··, Location Code KAFB-10635

:+ ,, ,, { ,: SaQ'!ple ID GW2016 ':•,

'' ., :,·, ? Sampl~.Dafe 2-Mar-15 ' ' ' ,',•'

.. Sample Purpose REG

Sample Depth 452-482 FT NIVlt::U uround

Water Protection Standards (Sec. EPA

Analytical Method• Parameter 20.6.2.3103t MCLsb,c Result VAL QUAL LOQ Result

Kirtland AFB BFF

Alkalinity (mglL) ALKALINITY, BICARBONATE (AS CACO3) (Method SM2320B) NIA Method A2320B ALKALINITY, CARBONATE (AS CACO3) (Method SM2320B) NIA

EPA MCL and tap water RSLs are from the EPA RSL Table, dated November 2014.

The NMED requirement for naphthalene of 30 uglL is a total concentration of naphthalene, 1-methylnaphthalene and 2-methylnaphthalene.

NIA NIA

The NMED requirement for phenols of 5 uglL is a total concentration of 2,4,5-trichlorophenol, 2,4,6-trichlorophenol, 2,4-dichlorophenol, 2,4-dimethylphenol, 2,4-dinitrophenol, 2-chlorophenol, 2-methylphenol, 2-nitrophenol, 3 and 4-methylphenol, 2,6-dinitro-2-methylphenol, 4-chloro-3-methylphenol, 4-nitrophenol, and pentachlorophenol.

The NMWQCC standard and EPA MCL for m,p-xylene and a-xylene is for total xylenes.

The NMED requirement for naphthalene of 30 µglL is a total concentration of naphthalene, 1-methylnaphthalene and 2-methylnaphthalene.

a. EPA analytical methods listed are for the most recent sampling event.

b. The WQCC regulation for PAHs of 30 µglL is a total of the concentrations of naphthalene, 1-methylnaphthalene, and

c. EPA National Primary Drinking Water Standards - Maximum Contaminant Levels (MCLs), or if more stringent, New Mexico ·-· . ...... ... .... . . ..... . ................... - ' ' .... ,,.. ..... .. . . Shading indicates the analyte was detected.

Bold indicated analyte detected greater than regulatory standard.

EPA= Environmental Protection Agency

J = Estimated value, concentration is less than LOQ but greater than laboratory method detection limit (DL).

KAFB = Kirtland Air Force Base

MCL = Maximum contaminant level

mglL = milligram per liter

NIA = Not analyzed

ND = Not detected

NMED = New Mexico Environment Department

No.= number

RSL = Regional Screening Level

PAH = Polyaromatic hydrocarbon

SVOC = Semivolatile organic compound

TPH = Total petroleum hydrocarbon

U = Analyte was not detected. The reported numerical value is at or below the LOQ.

VAL QUAL = Validation qualifier

voe = Volatile organic compound

Monitoring and Contingency Plan Page 5 of5

123 1 129 ND u 1 ND

KAFB-10636

GW2017

2-Mar-15

REG

482-497 FT

VALQUAL LOQ Result

1 107

u 1 ND

KAFB-10637

GW2018

3-Mar-15

REG

507-522 FT

VAL QUAL

u

LOQ

1

1

May 2015 KAFB-015-0030

ATTACHMENT 5

ATTACHMENT 5

GROUNDWATER TREATMENT SYSTEM SAMPLE SUMMARY


May 2015 KAFB-015-0030

Attachment 5 Groundwater Treatment System Sample Summary

Test/Operational Stage Location Frequency Analytical Parameters

Influent prior to treatment Weekly° EDB by EPA Method 8011, Metals (Iron and Manganese) by EPA Method 601 OB, BTEX by EPA Method 8260

GWT System Operation Effluent of primary GAC unit Weekly° EDB by EPA Method 8011, Metals (Iron and Manganese) by EPA Method 6010B, BTEX by EPA Method 8260

Effluent of treatment system Weekly° EDB by EPA Method 8011, Metals (Iron and Manganese) by EPA Method 601 OB, BTEX by EPA Method 8260

• Samples will be collected on a weekly basis for the first month of temporary system operation. Following that, sampling will be performed on a monthly basis.

BTEX = Benzene, toluene, ethylbenzene, and xylenes

EDB = 1,2-dibromoethane or ethylene dibromide

EPA= Environmental Protection Agency

GAC = Granular-activated carbon

GWT = Groundwater Treatment

KAFB = Kirtland Air Force Base

Kirtland AFB BFF Monitoring and Contingency Plan Page 1 of 1

May 2015 KAFB--015-0030