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March 27, 1995 Mr. Cornelius Amindyas Hazarclous and Radioactive Materials Bureau New Mexico Environment Department 5.25 Camino de los Marquez, Suite 4 Santa Fe, NM 87502 R.e: Post-Closure Plan Quarterly Monitoring Kirtland Air Force Base Sewage Lagoons and Golf Course Main Pond Dear Mr. Amindyas: 0328-3187-95 This letter serves as the third of five Phase I quarterly monitoring reports as required by the post- ciosure plan (PCP) for the Kirtland Air Force Base (KAFB) sewage lagoons and golf course main pond. The sampling was conducted by Daniel B. Stephens and Associates, Inc. (DBS&A) personnel and covers the period November 1, 1994 through January 31, 1995. The principal accomplishments of the last quarter include: Measurement of depth to ground water in all wells Collection of ground-water samples on January 31, 1995 through February 7, 1995 from sewage lagoons monitor wells 0501, 0502, 0503, and 0504, from golf course main pond monitor wells 0602, 0608, 0609, and 0610, and from production well number 4 Ground-Water Table Elevations Depth to ground water was measured at each well. Table 1 (Attachment 1) presents ground-water table elevation data calculated for each individual monitor well sampling date. Little change was noted in the grouncl-water elevations at the sewage lagoons wells from the October values, except for monitor well 0501 where a decrease of almost 9 inches occurred. Figure 1 (Attachment 2) shows that ground-water flow appears to be influenced by pumping at production well number 4, which was initiated in August 1994 after an 18-month period of inactivity. Ground-water elevations in the wells at the golf course main pond rose about 6 inches between October 1994 and January 1995. This change had no effect on the ground-water surface (Figure 2). Purge Water Volume and Recharge All monitor wells were purged and sampled as specified in the PCP and DBS&A standard operating proceclures. Purging at low flow rates was continued until field parameters had stabilized. Approximately three casing volumes were removed from all sewage lagoon wells to ensure that all stagnant water was removed from these monitor wells. Ground-Water Quality Ground-water samples were collected on January 31 through February 7, 1995 from KAFB monitor wells 0501, 0502, 0503, and 0504 located at the sewage lagoons, from KAFB monitor wells 0602, 0608, J :13187\PC-MNTRG\AMIN DY AS.327 SOIL AND GROUND-WATER INVESTIGATIONS· REMEDIAL ACTION· LITIGATIO 6020 ACADEMY NE • SUITE 100 • ALBUQUERQUE. NM KAFB1588 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

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March 27, 1995

Mr. Cornelius Amindyas Hazarclous and Radioactive Materials Bureau New Mexico Environment Department 5.25 Camino de los Marquez, Suite 4 Santa Fe, NM 87502

R.e: Post-Closure Plan Quarterly Monitoring Kirtland Air Force Base Sewage Lagoons and Golf Course Main Pond

Dear Mr. Amindyas:

0328-3187-95

This letter serves as the third of five Phase I quarterly monitoring reports as required by the post­ciosure plan (PCP) for the Kirtland Air Force Base (KAFB) sewage lagoons and golf course main pond. The sampling was conducted by Daniel B. Stephens and Associates, Inc. (DBS&A) personnel and covers the period November 1, 1994 through January 31, 1995. The principal accomplishments of the last quarter include:

• Measurement of depth to ground water in all wells

• Collection of ground-water samples on January 31, 1995 through February 7, 1995 from sewage lagoons monitor wells 0501, 0502, 0503, and 0504, from golf course main pond monitor wells 0602, 0608, 0609, and 0610, and from production well number 4

Ground-Water Table Elevations

Depth to ground water was measured at each well. Table 1 (Attachment 1) presents ground-water table elevation data calculated for each individual monitor well sampling date. Little change was noted in the grouncl-water elevations at the sewage lagoons wells from the October values, except for monitor well 0501 where a decrease of almost 9 inches occurred. Figure 1 (Attachment 2) shows that ground-water flow appears to be influenced by pumping at production well number 4, which was initiated in August 1994 after an 18-month period of inactivity. Ground-water elevations in the wells at the golf course main pond rose about 6 inches between October 1994 and January 1995. This change had no effect on the ground-water surface (Figure 2).

Purge Water Volume and Recharge

All monitor wells were purged and sampled as specified in the PCP and DBS&A standard operating proceclures. Purging at low flow rates was continued until field parameters had stabilized. Approximately three casing volumes were removed from all sewage lagoon wells to ensure that all stagnant water was removed from these monitor wells.

Ground-Water Quality

Ground-water samples were collected on January 31 through February 7, 1995 from KAFB monitor wells 0501, 0502, 0503, and 0504 located at the sewage lagoons, from KAFB monitor wells 0602, 0608,

J :13187\PC-MNTRG\AMIN DY AS.327 SOIL AND GROUND-WATER INVESTIGATIONS· REMEDIAL ACTION· LITIGATIO

6020 ACADEMY NE • SUITE 100 • ALBUQUERQUE. NM KAFB1588

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

DANIEL B. STEPHENS & ASSOCIATES, INC. ~ii=========l~~I===================================================================== ENVIRONMENTAL SCIENTISTS AND ENGINEERS

Mr. Cornelius Amindyas March 27, 1995 Page 2

0609, and 0610 located at the golf course main pond, and from production well number 4. Ground­water samples were collected using a submersible pump. Turbidity measurements were recorded in the field, and extreme care was taken to minimize the turbidity of the ground-water samples. Samples were collected in clean bottles provided by the analytical laboratory and were handled as specified in the PCP, except for hand-delivery to a local laboratory, Soil and Water West of Rio Rancho. The samples were analyzed for total chromium (Cr) by Environmental Protection Agency (EPA) method 7190, hexavalent Cr by EPA method 7196, and turbidity by EPA method 180.1. Chain-of-custody documentation is included in Attachment 2.

Table 2 summarizes the results of ground-water chemical analytical data from this quarter's sampling activities. All hexavalent Cr values were below the New Mexico Water Quality Control Commission (WQCC) standard of 0.050 milligrams per liter (mg/L}. However, total Cr values exceeded the WQCC standard in three of the sewage lagoon wells (0502, 0503, and 0504) and one of the golf course main pond wells (0608). In addition, the highest total Cr value, 0.250 mg/L, was observed in the sample collected from production well number 4.

The detection of elevated Cr concentrations in these wells is puzzling. Cr concentrations in excess of the WQCC standard had been observed only once previously in monitor wells 0608 at the golf course main pond and 0502 at the sewage lagoons. Water samples from monitor well 0503 at the sewage lagoons had exceeded the WQCC Cr standard on several occasions. Samples from monitor well 0504 had never been observed to even approach the standard, much less exceed it three-fold.

The Cr concentration observed in production well number 4 was reported to the Kirtland Bioenvironmental Engineering Division. Resampling is currently underway. Results will be forwarded when they become available.

We believe that this report satisfactorily describes all significant activities undertaken during the quarter. If you have any questions or comments, please call me at 822-9400.

Sincerely yours,

DANIEL B. STEPHENS & ASSOCIATES, INC.

Richard Meixner, Ph.D. Senior Scientist

RM/sd Attachments (3) cc: Steve Lee, KAFB

J:\3187\PC-MNTRG\AMINDYAS.327

-........--------------------------

--

-.. --

------

LIBRA.RV {;OPV

..._ ___ ____. ENVIRONMENTAL SCIENTISTS AND ENGINEERS

SEWAGE LAGOON AND GOLF COURSE MAIN POND

POST-CLOSURE MONITORING

QUARTERL V REPORT

Prepared for

Kirtland Air Force Base

Albuquerque, New Mexico

March 27, 1995

6020 ACADEMY NE • SUITE 100 • ALBUQUERQUE, NM 87109 • (505) I

KAFB1588

11111111111111111111111111111111111111111111111111

, ___ , ___ , _______ , ____________ _

Attachment 1

Tables

DANIEL B. STEPHENS & ASSOCIATES, INC. ===========l~I========================================================================== ENVIRONMENTAL SCIENTISTS AND ENGINEERS

Well Designation

KAFB0501

KAFB0502

KAFB0503

KAFB0504

KAF80602

KAF80608

KAFB0609

KAFB0610

fmsl = feet above mean sea level

Table 1. Ground-Water Elevation Data Post-Closure Monitoring

Water Elevation (fmsl) Date of Measurement

4869.59 02/01/95

4867.45 02/01/95

4867.61 02/01/95

4869.47 02/01/95

5046.78 01/31/95

5051.64 01/31/95

5052.08 01/31/95

5053.80 01/31/95

1 All depths measured from top of well casing

J:13187\PC-MNTRGIAMINOYAS.327

Depth to Water 1

489.45

493.76

490.11

484.76

314.71

305.59

309.87

301.80

DANIEL B. STEPHENS & ASSOCIATES. INC. =======3 ~ E======================================================================

ENVIRONMENTAL SCIENTISTS AND ENGINEERS

Well Designation

Sewage Lagoons

KAFB0501

KAFB0501ad*

KAFB0502

KAFB0502D**

KAFB0503

KAFB0504

Golf Course Main Pond

KAFB0602

KAFB0608

KAFB0609

KAFB0610

KAFB0611

KAFB0615

Production Well

4

• ad = Analytical duplicate **D = Duplicate sample

Table 2. Chromium and Turbidity Post-Closure Monitoring

Total Hexavalent Date Chromium Chromium

Sampled (mg/L) (mg/L)

02/02/95 <0.02 <0.01

02/02/95 NA <0.01

02/02/95 0.11 <0.01

02/02/95 0.12 <0.01

02/02/95 0.10 <0.01

02/02/95 0.16 <0.01

02/02/95 <0.02 <0.01

02/02/95 0.12 <0.01

02/02/95 <0.02 <0.01

02/02/95 <0.02 <0.01

02/02/95 <0.02 <0.01

02/02/95 <0.02 <0.01

02/07/95 0.25 <0.01

0611 = Duplicate sample from well KAFB0610 0615 mg/L NTU NA

= = =

Equipment rinseate blank collected during sampling at well KAFB061 0 Milligrams per liter Nephelometric turbidity units Not analyzed

J:\3187\PC-MNTRG\AMINDYAS.327

Turbidity (NTU)

<1

<1

1.2

1.2

<1

<1

<1

1.5

<1

<1

<1

<1

<1

__ , ___ , ____________________ _

Attachment 2

Figures

--

• N

Explanation

--

KAFB 0504

4869.47

180 II

KAFB 0503

4867.61 • ,-

I I

I I

I .I

L

'

1--,;~ Monitor well, number is ground-water ~-•J elevation (fmsi), February 1, 1995

' .... .... ....

f1f9_ 7J• Water-level contour (fmsl), February 1, 1995 ~ Contour interval - 1 ft

~l Regional ground-water-flow ~J direction, 1960

North Lagoon

.... .... ......

.............................. _ South

Lagoon

'\ '\

'\ '\

'\ '\

KAFB 0502

• 4867.45 7

I

I I I I ~Sile

boundary

_ ___J

' ' ' '

KAFB 0501

• 4868.59

!77 Regional ground-water-flow ~i~ ~J direction, February 1, 1995 Sewage

KAFB POST-CLOSURE MONITORING Lagoons Water Table Contour Map

February 1995 DANIEL 8. STEPHENS & ASSOCIATES, INC. ____________________ _.

3-95 JN 3187 Figure 1

• N

KAFB 0608

505164

KAFB 0609

---....... --5052-----...;;;;;;.=;;;;;;;;::;_ ____ __,:~5=0=52=0=8:......__

Golf Course Main Pond

/

I ----........ --5053-------------~/-

100 II

• KAFB 0610

5053.80

• KAFB 0602

5046.78 (water level not used)

\

Explanation

'5053.IIO] Monitor well, number is ground-water '--• elevation (fmsl), January 31, 1995

Sl Water-level contour (fmsl), January 31, 1995 Contour interval - 1 ft

KAFB POST-CLOSURE MONITORING Golf Course Main Pond Water Table

Contour Map, January 1995 DANIEL B. STEPHENS & ASSOCIATES, INC.--------------------­3-95 JN 3187 Figure 2

___ , __ , ___________________ _

Attachment 3

Laboratory Data and Chain-of-Custody Sheets

.

"

RECEIVED "1AR ~ 1 ·935 SOIL AND WATER WEST, INC

NATURAL RESOURCE CONSULTANTS AND TESTING LABORATORIES

1700 Southern Blvd.

Rio Rancho,. NM 87124 1792-Revised Report

NAME: D.B. Stephens & Associates

ADDRESS: 6020 Academy, Suite 100

Albuquergue, N.M. 87109

CONTACT: Rich Meixner DATE

RECEIVED: 2/7/95

T. Cr Hex Cr

LAB# SAMPLE ID mg/L mg/L

1792-1 KAFB-0504 0.16 <0.01

1792MS MATRIX SPIKE REC. 95% 100%

1792MSD MATRIS SPIKE REC. DUP. 94% 100%

1792-2 KAFB-PW-4 0.25 <0.01

Method#:

Method D/L:

Phone: (505) 891-9472 Fax: (505) 892-6607

DA TE: 3/3/95

PHONE: 822-8877

NUMBER OF SAMPLES: 2

PROJECT/ PO#: 3187.18.03.188B

TIME RECEIVED: 4:00pm

Turbidity Nitrate Nitrite Ammonia

NTU's mg/L mg/L mg/L

< 1.0 1.4 <0.01 <0.1

< 1.0 0.6 <0.01 <0.1

Comments: Perform MS/MSD for Chromium (Total & Hex) on KAFB-0504 (1792)

SIGNED:,~y f~ SIGNED, 4-:rcyd~

DATE: ]' /3 /7 S--'

DATE: ~lfp

Page I of I

r-n --n RE r:-l\/r, ,.·-•"' _,.._.,I.__;....;! _i,.; 2 7 ~995

SOIL AND WATER WEST, INC NATURAL RESOURCE CONSULTANTS

AND TESTING LABORATORIES 1700 Southern Blvd.

Rio Rancho, NM 87124

NAME: D. B. Stephens & Associates

ADDRESS: 6020 Academy NE, Suite 100

Albuquerque, N.M. 87103

CONT ACT: Rich Meixner

DATE RECEIVED: 2/8/95 -----------------

LAB# SAMPLE ID

T. Cr

mg/L

1793-1 KAFB 0502 (Unpreserved) 0.11

1793-2

1793-1 D

1793-2D

Method#:

Method D/L:

Comments:

KAFB 0502 (Preserved)

DUPLICATE

DUPLICATE

0.12

Cr VI

mg/L

<0.01

<0.01

Phone: (505) 891-9472

Fax: (505) 892-6607

DA TE: 2/22/95

PHONE: 822-9400

NUMBER OF SAMPLES: 2 ----------11 PROJECT/ PO#: 3187 18 o118BB

TIME RECEIVED: 4:00 p.m. --"---------11

Turbidity N03-N N02-N

mg/L

NH4-N

mg/L NTU's mg/L

1.2 8.0

<0.01 <0.1

1.2 8.0

<0.01 <0.1

DA TE: 9=l_;;->/Q~

om v/4s------------"

Page 1 of 1

SOIL AND WATER WEST, INC NATURAL RF,SOURCE CONSULTANTS

AND TESTING LABORATORIES 1700 Southern Blvd. Rio Rancho, NM 87124

NAME: D.B. Stephens & Associates

ADDRESS: 6020 Academy NE, Suite 100

Albuquerque, N.M. 87109

CONTACT: Rich Meixner DATE

RECEIVED: 2/3/95

T Cr*

LAB# SAMPLE ID mg/L

1789-1 KAFB-0503 0.10

1789-2 KAFB-0501 <0.02

1789-2D DUPLICATE

Method#:

Method D/L: I Comments:

Hex Cr*

mg/L

<0.01

<0.01

<0.01

Phone: (505) 891-9472 Fax: (505) 892-6607

DATE: 2/10/95

PHONE: 822-9400

NUMBER OF SAMPLES: 2

PROJECT/ PO#: 3187.18.03.1888

TIME RECEIVED: 7:35 a.m.

Turbidity* Nitrate* Nitrite** Ammonia**

NTU's mg/L mg/L mg/L

i

< 1.0 8.4 <0.01 <0.1

< 1.0 4.1 <0.01 <0.1

< 1.0 4.2 <0.01 <0.1

------------------------------------

SIGNED:~<

SIGNED 097 j {.£,u,q_

DA TE: 2, /2'a 4--

Page 1 of 1

1700 Southern Blvd.

Rio Rancho, NM 87124

SOIL AND WATER WEST, INC NATURAL RESOURCE CONSULTANTS

AND TESTING LABORATORIES

1995

Phone: (505) 891-9472

Fax: (505) 892-6607

NAME: D.8. Stephens & Associates

ADDRESS: 6020 Academy NE, Suite 100

Albuquerque, N.M. 87109

DATE: 2/10/95

PHONE: 822-8877

NUMBER OF SAMPLES: 2 ---------11 CONTACT: Rich Meixner

DATE RECEIVED: 2/2/95

LAB#

1788-1

1788-2

Method#:

Method D/L:

Comments:

SAMPLE ID

KAFB-0608

KAFB-0609

Total Hexavalent Turbidity

Chromium Chromium NTU' s

mg/L

0.12

<0.02

rng/L

0.01

<0.01

1.5

<1.0

PROJECT/ PO#: 3187.18.03.1888

TIME RECEIVED: 8:00am ---------11

-----------------------------------

Page 1 of 1

1700 Southern Blvd.

RECEIVED FE3 ~ 11995 SOIL AND WATER WEST, INC

NATURAL RESOURCE CONSULTANTS AND TESTING LABORATORIES

Phone: (505) 891-9472 . Rio Rancho,. NM 87124 . Fax: (505) 892-6607

NAME: D. B. Stephens & Associates DA TE: 2/3/95

ADDRESS: 6020 Academy Rd., NE, #100 PHONE: 822-9400

.Albuquergue, NM 87109 NUMBER OF SAMPLES: 4

CONT ACT: Rich Meixner PROJECT/ PO#: 3187.18.03.188B DATE

RECEIVED: 1 /31 /95 TIME RECEIVED: 6:30 p.m.

T Cr Cr Turbidity

LAB# SAMPLE ID mg/L Hexavalent NTU's

mg/L

1787-1 KAFB-0602 <0.02 <0.01 < 1.0

1787-2 KAFB-0610 <0.02 <0.01 < 1.0

1787-3 KAFB-0611 <0.02 <0.01 < 1.0

1787·4 KAFB-0615 <0.02 <0.01 < 1.0

1787-40 DUPLICATE <0.02 <0.01 < 1.0

Method#:

Method D/L:

Comments: -----------------------------------

SIGNED: DA TE: _2-. ____ / __ ?_/_· ..,_/_;-__ _

SIGNED:

·,

!P::::H+ -<A Ji- 0r~itt-

~1Jo~ UW DATE: ct/2/f~ _..,.1------

Page I of I

Soil and Water West, Inc. Naturai Resource Consultants and Testing Laboratories 1700 Southern Blvd., Rio Rancho, NM 87124 (505) 891-9472 FAX (505) 892-6607

Contact: ~{\.{'>J. t..fcl.l,1,. 't£f.

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Soil and Water West, Inc. Natural Resource Consultants and Testing Laboratories 1700 Southern Blvd., Rio RanGho, NM 87124 (505) 891-9472 FAX (505) 892-6607

Chain of Custody Record

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Soil and Water West, Inc. Chain of Custody Record

Laboratory ID No.:

Natural Resource Consultants and Testing Laboratories 1700 Southern Blvd., Rio Ranc.no, NM 87124

Dale Delivered:

(505) 891-9472 FAX (505) 892-6607 ~ Page / of _L

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Analysis Request

laboratory ID No.:/ 1/1/ :/ Date Delivered: ~1/;=,.:/(5- -Time in lab: 1; cc·~///

Remarks

Relinquished by: ________ _

Received by: __________ _ Remarks: #~ /'/ {'c;K.,./;i.2,~ {0

--.+--H-----+---<,.,....,_-~4-"-'~'~f· ...... l-11-.,..,/J,___• Date and Time: _________ _