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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
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
--
• 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
.
"
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.
Company: >, r· ' '* •1 'ti.,! wt , .l'}, , ~l«:. .jy.!&l:S ..5 J:._· SOC .
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Remarks:
Date and Time: .,,J..,}/'i:J /b-3:.'S /
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Time in Lab:
Remarks
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
Time in Lab:
Contact: ,.,fj C N .I¼': I)(~ ,e
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Soil and Water West, Inc. Naturai Resource Consultants and Testing Laboratories 1700 Southern Blvd., Rio Rancho, NM 87124
Chain of Custody Record
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Analysis Request
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Chain of Custody Record
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