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13 ARCADIS Infrastructure • Water • Environment • Buildings
Mr. Keith M. Krawczyk Project Coordinator MDEQ-RRD-Superfund Constitution Hall - 3rd Floor South 525 West Allegan Street Lansing, Michigan 48909-7926
us EPA RECORDS CENTER REGION 5
ARCADIS
6723 Towpath Road
P 0 Box 66
Syracuse
New Yorl< 13214-0066
Tel 315 446 9120
Fax 315 449 0017
www.arcadis-us.com
434847
ENVIRONMENT
Subject:
Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site King Highway Landfill Operable Unit 3 Sampling Plan for Pore Water Collection System Outfalls
Dear Mr. Krawczyk:
On behalf of Georgia-Pacific LLC (Georgia-Pacific), ARCADIS has prepared this Sampling Plan for Pore Water Collection System Outfalls (Sampling Plan) to establish procedures for proposed pore water outfall sampling at the King Highway Landfill (KHL) of the King Highway Landfill Operable Unit 3 (KHL OU) located in Kalamazoo, Michigan.
During rainfall events, water infiltrates through the vegetative and drainage/barrier protection layers of the KHL final cover system and encounters the 40-mil linear low-density polyethylene (LLDPE) flexible membrane liner (FML). The water then runs along the top of the FML and is collected by the pore water collection system (perforated high density polyethylene [HOPE] piping) that is located at the toe of the final cover system along the southern, western, and northern boundaries of the KHL (see Figure 1). The southern pore water outlet pipe discharges pore water through a riprap spillway into a detention basin along the southwestern portion of the property, while the northern pore water outlet pipe discharges directly to a riprap apron that drains to the Kalamazoo River. The pore water collection system promotes drainage from the soils in the final cover system to maintain the stability of the soil cover over the FML by collecting and conveying water to outlets.
Date:
March 20, 2012
Contact:
Patrick McGuire
Phone:
315.671.9233
Email:
Our ref:
B0064583.0003.00907
During construction of the landfill and since construction of the final cover system, Georgia-Pacific and the Michigan Department of Environmental Quality (MDEQ) have observed an orange-red color in the pore water at the outfalls - this discoloration has been attributed to the oxidation of iron from iron oxides in the drainage/barrier protection layer. However, no pore water sampling has been performed to date to confirm this assumption. As such, Georgia-Pacific is proposing to conduct pore water sampling at the KHL to identify the origin of the orange-red stains that have been observed at the pore water outfalls.
G:\Clients\GP KHL\05 Correspondence\2012 Correspondence Docs\B0O64583_0011211100_Pore Water Outfal l Sampling Plan.Docx Project Number: B0064583.0003.00675
^ ARCADIS Mr. Keith M. Krawczyk March 20, 2012
To support development of a pore water sampling plan, the pertinent details of the construction and composition of the final cover system are summarized below, along with the results of relevant historical analytical testing of the vegetative and drainage/barrier protection layers, a brief review of the characteristics of soils native to the Kalamazoo area, and the previous groundwater sampling analytical results for iron. This document is organized as follows:
1. Final cover system components and prior sampling results 2. Characterization of native soils 3. Previous groundwater analytical data results 4. Sampling plan for pore water collection system outfalls 5. Schedule and reporting
These items are discussed in further detail below.
1. Final Cover System Components and Prior Sampling Results
As previously indicated, pore water at the KHL OU percolates through the vegetative and drainage/barrier protection layers until it reaches the top of the FML installed during the cleanup and closure activities at the OU (ARCADIS 2012). The vegetative layer is comprised of approximately 6 inches of topsoil and the drainage/barrier protection layer is approximately 24 inches of imported sand fill. Refer to Figure 2 for a representative cross-section of the final cover system at the KHL OU.
As part of the design and construction of the final cover system, aggregates were sampled and analyzed by accredited laboratories. In 1998, the topsoil and sand fill from Balkema Sand & Gravel used for construction of the final cover system were certified by Aggregate Resources, Inc., to be virgin, native materials and free from contaminants. The certification of aggregates from Aggregate Resources, Inc. has been included as Attachment 1 to this letter. The topsoil and sand fill used for the vegetative and drainage/barrier protection layers were analyzed by Western Michigan Environmental Services, Inc., for chemical constituents identified in the letters from RMT, Inc. to Blasland, Bouck, & Lee, Inc. dated November 11, 1998 (Bailey 1998) (included in Attachment 2).
Prior to placement of the topsoil and sand fill, the materials were sampled and analyzed for a range of targeted constituents as identified in the November 11, 1998 RMT letters. The letters indicate that the results for volatile organic compounds (VOCs), polychlorinated biphenyls (PCBs), phenol, and 4-methylphenol, were all below detection limits, and that metals were detected at levels less than the criteria in place at the time. However, none of the aggregate samples were analyzed for iron.
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^ ARCADIS Mr. Keith M. Krawczyk March 20, 2012
2. Characterization of Native Sands
Georgia-Pacific's assertion that the orange-red stains at the pore water outfalls are caused by iron-rich sands is supported by several other reputable organizations. A study by the United States Department of Agriculture (USDA) states that sands in the vicinity of Kalamazoo River "are slightly stained by iron, which has imparted to the soil a yellowish tinge" (USDA 1901). On the Kalamazoo County Government website, iron is described as "the primary coloring agent of soil in the state of Michigan and in aerobic soil environments it is usually yellow, red or brown" (KalCounty.com 2012). Additionally, Terra Contracting, LLC (Terra), the contractor performing quarterly inspections and maintenance of the KHL on behalf of Georgia-Pacific, has confirmed that the observation of orange-red staining in sands sourced from local quarries is a common occurrence. Terra has also confirmed that after periods of rain, water that collects in the pore water detention basin along the southern side of the OU adjacent to King Highway also appears to be stained a reddish-orange color.
The 2005 Michigan Background Soil Survey (MBSS; MDEQ 2005) presents a compilation of soil sampling data that represents what is assumed to be the naturally occurring background concentration of metals in Michigan soils. The MBSS was originally compiled in 1991 and was updated by MDEQ in 2005 to include additional soil sampling data. The soil samples were divided into general soil types, including topsoil, clay, sand and silt, and sand. Statistical analyses were performed for each metal, including the percentage of non-detect values, as well as the mean, median, standard deviations, quantiles, and the range of concentrations for a metal. The metal data for each soil type is also broken down by geographical location, using glacial geology distinctions. Kalamazoo is located within the Michigan glacial lobe. Table 2 of the MBSS provides the metal concentrations detected in 38 samples collected from topsoil within the Michigan glacial lobe area. The statistical analyses of the 38 topsoil samples included in Table 2 indicate that the mean iron concentration is 2,432,000 pg/L with a standard deviation of 1,910 |jg/L. Table 3 of the MBSS provides the metal concentrations detected in 17 samples collected from sand within the Michigan glacial lobe area. The statistical analyses of the 17 sand samples included in Table 3 indicate that the mean iron concentration 3,418,000 pg/L with a standard deviation of 1,880 \^glL.
3. Previous Groundwater Analytical Data Results
Groundwater samples collected from existing monitoring wells MW-1AR, MW-2, MW-3A, MW-7, MW-8AR, MW-8BR, MW-11RR, MW-12AR, MW-12B, MW-13AR, MW-13B, MW-14AR, MW-15AR, MW-16A, and MW-16B during the past eight years of groundwater sampling have been analyzed for iron concentrations (well locations are shown on Figure 1). The validated analytical data results for iron concentrations from
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^ ARCADIS Mr. Keith M. Krawczyk March 20, 2012
January 2003 through November 2010 are included in Table 2. The summary table of iron concentrations indicates that the maximum iron concentration detected at the 15 groundwater monitoring wells over the 8-year period was 174,000 micrograms per liter (pg/L), and the average iron concentration over that same time period was 22,545 [iglL. Since there is no generic groundwater-surface water interface (GSI) criterion or site-specific water quality-based effluent limit (WQBEL) for iron, the results of the groundwater sampling were compared to the groundwater contact criterion and risk-based screening level of 58,000,000 pg/L for iron from MDEQ's Part 201 Generic Cleanup Criteria (MDEQ 2011). The iron concentrations that have been detected in the groundwater at the KHL OU are significantly lower that the MDEQ's Part 201 Generic Cleanup Criteria.
In addition, when the groundwater maximum and average iron concentrations are compared to the topsoil and sand background iron concentrations for the state of Michigan, the groundwater concentrations are well below the background iron concentrations measured in the topsoil and sand throughout Michigan.
4. Sampling Plan for Pore Water Collection System Outfalls
The objective of the sampling activities is to identify the origin of the orange-red stains at the pore water outfalls at the KHL. To identify the constituent(s) that cause staining at the pore water outfalls, Georgia-Pacific proposes to collect samples from both the north and south pore water outfalls during wet weather conditions. ARCADIS personnel will collect one grab sample at each of the pore water outfalls shown on Figure 1. The water samples will be obtained by slowly submerging the sample jar within the flow from the pore water outfall such that no sediment is disturbed on the bottom of the outfall during collection. ARCADIS will measure temperature, turbidity, dissolved oxygen (DO), redox, and, pH in the field, and then each sample will be sent to KAR Laboratories, Inc. located at 4425 Manchester Road in Kalamazoo, Michigan for analysis of total dissolved iron. Measurements at each sample location will be recorded on an appropriate sampling log sheet and/or field book along with other pertinent information (weather conditions, visual observations of the conditions at the pore water outfalls, etc.).
All sampling activities will be carried out in accordance with the Multi-Area Quality Assurance Project Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site (Multi-Area QAPP; ARCADIS 2010), the Multi-Area Field Sampling Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site (Multi-Area FSP) and relevant addenda (ARCADIS BBL 2007a), and the Multi-Area Health and Safety Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site (Multi-Area HSP) and relevant addenda (ARCADIS BBL 2007b).
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^ ARCADIS Mr. Keith M. Krawczyk March 20, 2012
5. Schedule and Reporting
Upon MDEQ approval of this Sampling Plan, ARCADIS and Georgia-Pacific will schedule the pore water sampling within approximately three months from the date of this letter, depending on precipitation events. The analytical data received from the laboratory will be validated prior to evaluation of the data. As stated above, since there is no generic GSI criterion or site-specific WQBEL for iron, the results of the sampling will be compared to the groundwater contact criterion and risk-based screening level of 58,000,000 |jg/L for iron. Sampling results will be analyzed to determine if orange-red stains at the pore water outfalls are caused by the iron-rich soil within the final cover system or if additional sampling is needed to determine the origin of the staining.
The validated laboratory analytical data and a summary letter presenting the results of sampling activities will be submitted to MDEQ within 60 days after receiving the laboratory data.
If you have any questions, please do not hesitate to contact me.
Sincerely,
ARCADIS
Patrick McGuire Principal Environmental Engineer
Copies:
Daria Devantier, MDEQ Judith Alfano, MDEQ Michael Berkoff, USEPA Region 5 Garry Griffith, P.E., Georgia-Pacific Dawn Penniman, P.E., ARCADIS
Enclosures:
Table 1: Post-Remediation Groundwater Sampling Results for Iron Figure 1: Pore Water Outfall Sampling Locations Figure 2: Final Cover System Cross-Section Detail Attachment 1: Certificate of Aggregates from Aggregate Resources, Inc. Attachment 2: November 11, 1998 RMT, Inc. Letter to Blasland, Bouck, & Lee
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^ ARCADIS Mr. Keith M. Krawczyk
March 20, 2012
References
ARCADIS. 2012. Draft Final Deliverable 14 - Final Report for Completion of Construction. King Highway Landfill Operable Unit 3. January 2012.
ARCADIS. 2010. Multi-Area Quality Assurance Project Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site, Revision 1. March 2010.
ARCADIS BBL. 2007a. Multi-Area Field Sampling Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site, Revision 1. October 2007.
ARCADIS BBL. 2007b. Multi-Area Health and Safety Plan for the Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site. May 2007.
KalCounty.com. 2012. Environmental Health Division Soil page. Accessed at https://www.kalcountv.com/eh/soil.htm
MDEQ. 2005. Michigan Background Soil Survey. Hazardous Water Technical Support Unit. Hazardous Waste Section. Waste and Hazardous Materials Division. 2005.
MDEQ. 2011. Table 1. Groundwater: Residential and Nonresidential Part 201 Generic Cleanup Criteria and Screening Levels; Part 213 Tier 1 Risk-Based Screening Levels (RBSLs). Document release date: March 25, 2011. Accessed at http://www.michiqan.qov/documents/deq/deq-rrd-OpMemo 1-AttachmentlTablelGW 283547 7.pdf
Bailey. 1998. Letter from Sharon Bailey, RMT, Inc. to Bill Rankin P.E., Blasland, Bouck, & Lee, Inc. Re: Sand Drainage Material - King Highway Landfill, Georgia-Pacific Corporation, Kalamazoo, Michigan. November 11, 1998.
Bailey. 1998. Letter from Sharon Bailey, RMT, Inc. to Bill Rankin P.E., Blasland, Bouck, & Lee, Inc. Re: Topsoil - King Highway Landfill, Georgia-Pacific Corporation, Kalamazoo, Michigan. November 11,1998.
USDA. 1901. United States Department of Agriculture, Natural Resources Conservation Services. So;7 Survey of Allegan County, Michigan. Accessed online at http://soils.usda.qov/survev/online survevs/michiqan/alleqanMI1901/alleqanMI1901. pdf (page: 99).
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ARCADIS
Table
Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site King Highway Landfill Operable Unit
Table 1 - Post-Remediation Groundwater Sampling Analytical Results for Iron
Sample ID:
Well ID:
Date Collected: Units
H85090
MW-14AR
01/06/03
H85091
MW-15AR
01/06rt)3
H85092
MW-11RR
01/07/03
H85093
MW-16A
01/07/03
H85094
DUP [MW-12AR1
01/07/03
H85095
MW-12AR
01/07/03
H85096
MW-12B
01/08/03
H85097
MW-8AR
01/08/03
H85098 DUP
[MW-8AR] 01/08/03
H85099
MW-3AR
01/08/03
H85100
MW-1AR
01/08/03
H85101
MW-8BR
01/08ra3
H85102
MW-13AR
01/09/03
H85103
HW-13B
01/09/03
H85104
MW-16B
01/09/03
H85105
MW-7
01/09ni3
Metals 9.960 I 47.200 I 48.600 | 6,290 | 14.900 | 15.600 Iron M9/L 11.200 11.300 5.900 49.100 21.100 10.100 18.500 7,130 9,420 6,260
Sample ID:
Well ID:
Date Collected: Metals Iron
Units
pg/L
H85106
MW-1AR
05«)5«)3
28,900
H85107
MW-7
05/06«)3
2,250
H85108
MW-2R
osmms
11,300
HB5109
MW-11RR
05/07/03
5,800
H85110
MW-16A
05/07/03
10,300
H85111
MW-16B
05/09/03
9,310
H85112
MW-12B
05/08/03
5,200
H85113
MW-12AR
05/08/03
43,100
H85114
DUP [MW-12AR]
05/08/03
41,800
H85116
MW-13B
05/08/03
6,190
H85117
HW-13AR
05/09/03
32,600
H85118
MW-8BR
05/09/03
9,970
H85119
MW-8AR
05/12/03
26,200
HS5120 DUP
tMW-8ARl 05/12/03
24,400
H85121
MW-14AR
05/12/03
10,000
H85122
MW-1SAR
05/12/03
11,200
Sample ID:
Well ID:
Dale Collected: Metals Iron
Units
H9'L
H85123
MW-3AR
05/12/03
29,500
H85124
MW.7
08/12ra3
2,780 J
H85125
MW-2R
oe/i2ra3
9,770 J
H85126
MW-1AR
08/12ra3
46,700 J
H85127
MW-11RR
08/13/03
5,430 J
H85129
MW-16A
08/13/03
9,200 J
H85130
MW-16B
08/13/03
8,570 J
H85131
MW-12B
08/14/03
5,170
H85132
MW-12AR
08/14/03
47,100
H85133
DUP [MW-12AR1
08/14/03
45,600
H85134
MW-13B
08/14/03
7,860
H85135
MW-13AR
08/14/03
33,600
H85136
MW-8BR
08/14/03
10,800
H85137
MW-8AR
08/14/03
23,100
H85138 DUP
(MW-8AR] 08/14/03
24,400
H85139
MW-14AR
08/15fl)3
10,400
Sample ID:
Well ID:
Date Collected: Metals
Iron
Units
pg/L
H85140
MW-15AR
08/15/03
10,300
H85141
MW-3AR
08/15/03
12,800
H85142
MW-2R
11/03/03
9,210
H85143
MW-7
11/04/03
2,830
H85144
MW-1AR
11/04/03
36,000
H85145
MW-11RR
11/05/03
4,190
H85146
MW-12B
11/05/03
5,040
H85148
MW-12AR
11/05/03
41,600
H85149
DUP [MW-12AR]
11/05/03
40,600
H85150
MW-13B
11/06/03
5,410
H85151
MW-SBR
11/06/03
9,110
H85152
MW-13AR
11/06/03
32,700
H85153
MW-8AR
11/06/03
49,100
H85154
DUP IMW-8AR1
11/06/03
49.400
H85155
MW-16B
11/07/03
8,450
Hssise
MW-16A
11/07/03
9,540
Sample ID:
Well ID:
Dale Collected: Metals
Iron
Units
pg'L
H85157
MW-14AR
11/10/03
10,400
H851S8
MW-15AR
11/10/03
10,400
H85159
MW-3AR
11/10/03
174,000
H85160
MW-7
02/23/04
3,040
H85161
MW-2R
02/24/04
7,560
H85162
MW-1AR
02/24/04
46,200
H85163
MW-11RR
02/24/04
4,560
H85164
MW-16A
02/24/04
10,500
H85166
MW-16B
02/25/04
8,890
H85167
MW-12B
02/25/04
4,910
HB5168
MW-12AR
02/26/04
38,400
H85169
MW-13B
02/26/04
6,000
H85170
MW-13AR
02/26/04
48,500
H85171
MW-8BR
02/26/04
10,300
H85172
MW-8AR
02/27/04
33,000
H85173
DUP [MW-8ARI 02/27/04
32,800
Sample ID:
Well ID:
Date Collected: Metals
Iron
UnHs
pg/L
H85174
MW-14AR
02mm
10,500
H85175
MW-15AR
03rt)1/04
10,100
H85176
DUP [MW-15AR)
03/01/04
9,880
H85177
MW-3AR
03/01/04
106,000
H85178
MW-7
05/17/04
2,150
H85179
MW-1AR
05/18/04
75,600
H85180
MW-2R
05/18/04
7,250
H85181
MW-16A
05/18/04
10,500
H85182
MW-11RR
05/18/04
4,660
H85183
MW-12AR
05/19/04
35,800
H85184
MW-16B
05/19/04
8,820
H85186
MW-8BR
05/20/04
11,200
H85187
MW-8AR
05/20/04
32,300
H85188 DUP
[MW-8AR1 05/20/04
31,800
H85189
MW-13AR
05/20/04
52.500
H85190
MW-13B
0500/04
7,290
r Sample ID:
Well ID:
Date Collected: Units
H85191
MW-14AR
05/20/04
H85192
MW-12B
05/20/04
H85193
MW-15AR
05/21/04
H85194 DUP
[MW-15AR] 05/21/04
H85195
MW-3AR
05/21/04
H85196
MW-7
08/02/04
H85197
MW-1AR
08/02/04
H85198
MW-2R
08/03/04
H85199
MW-11RR
08/03/04
H85200
MW-16A
08/03/04
H85201
MW-16B
08/03/04
H85202
MW-12AR
08/04/04
H85203
MW-12B
08/04/04
H85204
MW-13AR
08/04/04
H85205
MW-13B
08/04/04
H85206
MW-8BR
omsm Metals
I pg/L I 9.990 I 4!600" 75,400 I 8,510 I 4,810 | 10,600 | 8,560 | 36,000 | 5,160 | 62,300 10,000 11,400 100,000 3,150 7,990 11,400
See Notes on Page 5,
G:\aiwiu\GP KHL\05 C(xr«pond90ce\2D1Z CofrospondBncs Docs\B0064583_0011211100_Por« Water Outfall Sampling Plan_Tatite 1.GW Iron ConcenlrallonE.xIsx
3/20/2012 Page 1 of 5
Al l ied Paper, Inc./Portage Creek/Kalamazoo River Super fund Site
King Highway Landf i l l Operable Unit
Table 1 - Post-Remediat ion Groundwater Sampl ing Analyt ica l Resul ts fo r I ron
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H8S207
MW-8AR
08/05fl)4
23,500
H85208
DUP (MW-8AR] 08/05/04
22,500
H85209
MW-14AR
08/05/04
10,000
H85210
MW-3AR
08/06/04
31,600
H85211
MW-15AR
08^6/04
10,100
H85212
DUP [MW-15AR]
08/06/04
9,700
HS5214
MW-7
11/15/04
3,020
H85215
MW-1AR
11/15/04
45,700
H85216
MW-2R
11/16/04
6,490
H85217
MW-11RR
11/16/04
4,340
H85218
MW-16A
11/16rt)4
10,200
H85219
MW-16B
11/16/04
7,850
H85220
MW-12B
11/16/04
5,160
H8S221
MW-12AR
11/17/04
37,200
H85222
MW-13B
11/17/04
8,380
H85223
MW-13AR
11/17/04 i
60,800
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85224
MW-8BR
11/17/04
10,800
H85225
MW-8AR
11/17/04
25,200
H85226 DUP
tMW-8AR] 11/17/04
24,400
H85227
MW-15AR
11/18«)4
10,700
H85228 DUP
[MW-15AR] 11/18/04
10,800
H85229
MW-14AR
11/18/04
10,900
H85230
MW-3AR
11/18/04
78.600
H85232
MW-2R
02/07/05
4,790
H85233
MW-7
02/07/05
3,010
H85234
MW-1AR
02/07/05
69,600
H85235
MW-11RR
02/08/05
3,950
H85237
MW-16B
02/08/05
7,880
H85238
MW-16A
02/08/05
10,600
H85239
MW-12B
02/09/05
4,930
H85240
MW-13B
02/09/05
6,400
H85241
MW-12AR
02/09/05 .
31,700
Sample ID:
Well ID:
Date Collected: Units Metals Iron 1 pg/L
H85242
MW-13AR
02/09/05
60,400
H85243
MW-8AR
02/10/05
25,300
H85244
DUP [MW-8AR] 02/10/05
25,600
H85245
MW-8BR
02/10/05
10,100
H85246
MW-14AR
02/10/05
9,960
H85247
MW-15AR
02/11/05
10,600
H85248
DUP [MW-15AR1
02/11/05
10,600
H85249
MW-3AR
02/11/05
81,100
H85250
MW-7
05/23/05
1.440
H85251
MW-2R
05/23/05
12,000
H85252
MW-16A
05/24/05
12,000
H85253
HW-1AR
05/24/05
93,200
H85254
MW-11RR
05/24/05
5,240
H85255
MW-16B
05/24/05
9,380
H85256
MW-12B
05/24/05
5,210
H85257
MW-12AR
05/24/05
35,500
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85259
MW-8BR
05/25/05
13,800
H85260
MW-13B
05/25/05
7,520
H85261
MW-8AR
05/25/05
22,300
H85262
DUP [MW-8AR1 05/25/05
22,300
H85263
MW-13AR
05/25/05
50,700
H85264
MW-14AR
05/26/05
10,900
H85265
MW-1SAR
05/26/05
11,800
H85266
DUP (MW-15ARI
05/26/05
11,500
H85267
MW-3AR
05/26/05
28,000
H85268
MW-7
08/15/05
3,290 J
H85269
MW-1AR
08/15/05
63,900 J
H85270
MW-2R
omms
10,100 J
H85271
MW-11RR
08/16/05
5,220 J
H85272
MW-16A
08/16/05
10,000 J
H85274
MW-16B
08/18/05
7,490 J
H85275
MW-12AR
08/17/05
34,600 J
: Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 iiqlL
H85276
MW-12B
08/17/05
5,290 J
H85277
MW-13B
08/17/05
7,940 J
H85278
MW-8AR
08/17/05
29,800 J
H85279 DUP
[MW-8AR] 08/17/05
29,700 J
H852B0
MW-13AR
08/18/05
45,900 J
H8S281
MW-8BR
08/17/05
12,200 J
H85282
MW-15AR
08/18/05
9,500 J
H85283 DUP
[MW-15AR1 08/18/05
9,660 J
H85284
MW-14AR
08/18/05
10,300 J
H85285
MW-3AR
08/18/05
15,700 J
H85286
MW-1AR
11/08/05
59,400
H85287
MW-2R
11/08/05
12,800
H85288
MW-7
11/08/05
4,190
H85289
MW-11RR
11/08/05
6,610
H85291
MW-12B
11/09/05
5,660
H85292
MW-16A
11/09/05
10,700
Sample ID:
Well ID:
Date Collected: Units
H85293
MW-12AR
11/09/05
H85294
MW-16B
11/09/05
H8S295
MW-13B
11/10/05
H85296
MW-8BR
11/10/05
H85297
MW-8AR
11/10/05
H85298 DUP
[MW-8AR1 11/10/05
H85299
MW-13AR
11/10/05
H85300
MW-1SAR
11/11/05
H85301 DUP
[MW-15AR] 11/11/05
H85302
MW-14AR
11/11/05
H85303
MW-3AR
11/11/05
H85304
MW-2R
02A)8/06
H85305
MW-1AR
02mi06
H85306
MW-7
02/08/06
H85308
MW-11RR
02/08/06
H85309
MW-12AR
02/09/06 Metals
19,100 I 43,400 I 10,400 4,160 I 4.850 I 33,000 Iron Ji3!kj 37,800 7,830 8,220 11,800 18,400 10.100 11,300 11,900 73,000
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85310
MW-12B
02A)9/06
5,360
HB5311
MW-16A
02/09/06
10.800
H85312
MW-16B
02/09/06
8,100
H85313
MW-8BR
02/09/06
10,700
H85314
MW-13AR
02/09/06
97,200
HB5315
MW-13B
02/09/06
8,360
III
71,800
H85317
DUP [MW-8AR1 02/10/06
68,600
H85318
MW-3AR
02/10/06
81,500
H85319
MW-15AR
02/10/06
10,600
H85320
DUP [MW-15AR1
02/10/06
10,200
H85321
MW-14AR
02/10/06
11,000
H85322
MW-7
05/08rt)6
2.510
H85323
MW-2R
05/08/06
9,550
H85325
MW-1AR
05/09/06
91,400
H85326
MW-16A
05/09/06
9,390
See Notes on Page 5.
G:\atonts\GP KHL\05 CcrrespoodencsVMIZ Corraspoodiinco Docs\B00e4583_001121 llOO^Por* Water Outfall Sampling PlanTable 1-GW Iron Conconlratkxis.xlsx
3«0/2012 Page 2 of 5
Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site King Higliway Landfill Operable Unit
Table 1 - Post-Remediation Groundwater Sampling Analytical Results for Iron
Sample ID:
Well ID:
Date Collected: Units Metals Iron 1 pg/L
H85328
MW-12AR
05/09/06
34,400
H85330
MW-12B
05/09/06
4,960
H85331
MW-13AR
05/10/06
70,000
H85332
MW-13B
05/10/06
7,010
H85333
MW-8BR
05/10/06
11,700
H85334
DUP [MW-8AR] 05/10/06
37,100
H85335
MW-8AR
05/10/06
37,100
H85336
MW-14AR
05/11/06
9,670
H85337
MW-16B
05/11/06
7,840
H85338
MW-3AR
05/11/06
37,200
H85339 DUP
[MW-15AR] 05/11/06
10,100
H85340
MW-15AR
05/11/06
9,860
H85341
MW-11RR
05/11/06
5,010
H85342
MW-7
08/21/06
704 J
H85343
MW-2R
08/21/06
9,040 J
H85344
MW-1AR
08/22/06
73,000 J
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85345
MW-11RR
08/22/06
4,710 J
H85347
MW-16B
08/22/06
6,610 J
H8534«
MW-16A
08/22/06
8,970 J
H85349
MW-12B
08/23/06
5,100 J
H85350
MW-13B
08/23/06
7,690 J
H85351
MW-12AR
08/23/06
35,200 J
H85352
MW-13AR
08/23/06
54,200 J
H85353
MW-SBR
08/24/06
10,900 J
HB,5354
MW-8AR
08/24/06
33,800 J
H85355 DUP
rMW-8AR] 08/24/06
33,700 J
H85356
MW-14AR
08tt4/06
10,300 J
H8,5357
MW-15AR
08/25/06
9,430 J
H85358
DUP [MW-15AR]
08/25/06
9,390 J
MW-3AR
08/25/06
15,200 J
H85360
MW-2R
11/06/06
8,360
H85361
MW-7
11/06^6
3,770
Sample ID:
Well ID:
Date Collected: Units Metals Iron 1 pq/L
H85362
MW-1AR
11/07/06
74,200
H85363
MW-11RR
11/07/06
5,230
H85365
MW-16A
11/07/06
10.000
H85366
MW-16B
uioem
7,580
H85367
MW-12B
11/08/06
4,940
H85368
MW-13B
11/08/06
7,680
H85369
MW-13AR
11/08/06
66,400
H85370
MW-12AR
11/08/06
33,200
H85371
MW-8AR
11/09/06
37.900
H85372
DUP [MW-8AR] 11/09/06
36,800
H85373
MW-8BR
11/09/06
9,400
H85374
MW-14AR
11/09/06
10,100
H85375
MW-3AR
11/10/06
45,600
H85376
MW-15AR
11/10/06
9,390
H85377
DUP [MW-15AR1
11/10/06
9,740
H85378
MW-7
02/05^7
4,370
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pq/L
T 8 5 3 7 9 - ' -
MW-1AR
02/06/07
83,500
•H85380
MW-2R
02/06/07
9,650
MW-16A
02m6/07
10,200
" " H 8 5 3 8 r
MW-11RR
02/06/07
4,550
H85384
MW-12B
02/07/07
4,890
H85385
MW-16B
02/07/07
7,590
H85386
MW-12AR
02/07/07
39,600
H85387
MW-13B
02/07/07
8,330
H85388
MW-8AR
02/08/07
35,500
H85389
DUP [MW-15AR]
02/08/07
35,800
H85390
MW-13AR
02/08/07
66,100
H85391
MW-8BR
02/08/07
9,620
H85392
MW-14AR
02/09/07
8,780
H85393
MW-15AR
02/09/07
9.800
H85394
DUP (MW-15AR]
02/09/07
9,720
H85395
MW-3AR
02/09/07
61,100
Sample ID:
Welt ID:
Date Collected: Units
H85396
MW-7
05/07/07
H85397
MW-2R
05/08rt)7
H8S398
MW-1AR
05/08/07
H85399
MW-11RR
05rt)8/07
H85400
MW-16A
osmmr
H85402
MW-12B
05/09/07
H85403
MW-16B
05/09/07
H85404
MW-12AR
05/09/07
H85405
MW-13B
05/09/07
H85406
MW-13AR
05/09/07
H85407
MW-8AR
05/10/07
H85408 DUP
[MW-SAR] 05/10/07
H85409
MW-SBR
05/10/07
H85410
MW-15AR
05/10/07
H85411 DUP
[MW-15AR1 05/10/07
H85412
MW-14AR
05/10/07 Metals
I 97,300 I 4,350 T 4,690 I 8,160 I 51,200 | 7,400 | 87,300 j 35,000 | 33,900 | 10,600 | 10,200 | 9,940 j 9,340 j Iron j i a ^ 3,790 8,490 10,900
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pq/L
H85413
MW-3AR
05/11/07
33,900
H85414
MW-7
08/06/07
4,650
H85415
MW-2R
08/06/07
10,100
H85416
MW-11RR
08/08/07
5,850
H85418
MW-1AR
08/08/07
98,400
H85419
MW-16B
08/08/07
11,300
H85420
MW-16A
08/08/07
7,940
H85421
MW-12B
08/08/07
5,590
H85422
MW-13B
08/08/07
6,960
H85423
MW-12AR
08/09/07
51,400
H85424
MW-13AR
08/09/07
62,400
H85425
MW-SAR
08/09/07
27,700
H85426 DUP
[MW-SAR] 08/09/07
28,600
H85427
MW-SBR
08/09/07
14,600
H85428
MW-15AR
08/10/07
10,100J
H85429
DUP [MW-15ARI
08/10/07
10,100J
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85430
MW-14AR
08/10«)7
11,100J
H85431
MW-3AR
08/10/07
14,500 J
Hfi5437
MW-7
10/29/07
2,510
H85433
MW-1AR
10/30/07
65,400
H85434
MW-2R
10/30/07
14,900
H85435
MW-11RR
10/30/07
5,110
H85437
MW-16A
10/30/07
9,690
H85438
MW-12B
10/30/07
5,110
H85439
MW-16B
10/30/07
7,390
H85440
MW-13B
10/31/07
7,840
H8S441
MW-12AR
10/31/07
50,800
H85442
MW-13AR
10/31/07
69.500
H85443
MWSBR
10/31/07
12,500
H85444
MW-SAR
10/31/07
33,800
H85445
DUP [MW-SAR] 10/31/07
34,000
HSS446
MW-14AR
11/01/07
11,000
See Notes on Page 5.
G:\ai«nte\GP KHL\05 CorT-«6pond«ic«\2012 CorraspondorKe Docs\BO0e45a3_0011211100_Pore Walw Outfall Sampling Ptan_Table 1-GW Iron Coticenlratlors.xlsK 3/20/2012 Page 3 of 5
Allied Paper, Inc./Portage Creek/Kalamazoo River Superfund Site King Highway Landfill Operable Unit
Table 1 - Post-Remediation Groundwater Sampling Analytical Results for Iron
Sample ID:
Well ID:
Date Collected: Units Metals
Iron 1 pg/L
H85447
DUP [MW-14AR]
11/01/07
11,200
H85448
MW-3AR
11/02/07
51,500
HS5449
MW-15AR
11/02/07
9,600
HS5450
MW-2R
02/11/08
14,400
HS5451
MW-17
02/11/08
3,120
H85452
MW-1AR
02/12«)8
70,600
H85453
MW-11RR
02/12/08
4,180
H85455
MW-16A
02/12/08
8,590
H85456
MW-16AB
02/13/08
8,310
H85457
MW-12AR
02/13/08
47,200
H85458
MW-12B
02/13n)8
5,370
H85459
MW-SBR
02/14fl)8
10,300
H85460
MW-13B
02/14/08
7,200
H85461
MW-13AR
02/14/08
95,100
H85462
MW-SAR
02/14/08
34,700
HS546ia DUP
[MW-SAR] 02/14/08
34,500
1 Sample ID:
Well ID:
i Date Collected: Units Metals
Iron 1 pg/L
H85464
MW-14AR
02/14/08
9,770
H85465
DUP [MW-14AR]
02/14/08
9,600
HB5466
MW-15AR
02/15/08
9,950
H85467
MW-3AR
02/15/08
55,700
H85468
MW-7
05/12/08
39,100
H85469
MW-1AR
05/13/08
64,600
HS5470
MW-2R
05/13/08
17,200
H85471
MW-11RR
05/13/08
4,270
H85473
MW-16A
05/14/08
11,600
H85474
MW-16B
05/14/08
9,180
H85475
MW-12AR
05/14/08
56,300
H85476
MW-12B
05/14/08
5,360
H85477
MW-13AR
05/15/08
93,900
H85478
MW-13B
05/15/08
7,200
H85479
MW-SAR
05/15/08
33,900
HS5480
DUP [MW-SAR] 05/15/08
34,100
Sample ID:
Well ID:
i Date Collected: Units Metals
Iron 1 pq/L
H85481
MW-SBR
05/15/08
13,500
H85482
MW-14AR
05/15/08
11,000
H85483
DUP [MW-14AR]
05/15/08
11,000
H85484
MW-15AR
05/16/08
14,600
H8548S
MW-3AR
05/16/08
28,400
H8S486
MW-7
08/05/08
55,700
H85487
MW-2R
08/05/08
11,600
H854S8
MW-1AR
08/05/08
82,600
H854S9
MW-11RR
08/06/08
5,930
H85490
MW-16A
08/06/08
10,700
H85492
MW-16B
08/06/08
8,240
H85493
MW-12B
08/06/08
5,030
H85494
MW-12AR
08/07/08
53,100
H85495
MW-13B
08/07/08
6,910
H85496
MW-13AR
08/07/08
65,000
H85497
MW-8BR
08/07/08
14,000
H85501
MW-14AR
08/08/08
Sample ID
Well ID
Date Collected Units
H8S498
MW-8AR
08/07/08
H85499 DUP
[MW-SAR] 08/07/08
H85500
MW-1SAR
08/08/08
H85502 DUP
[MW-14AR] 08/08/08
H8S503
MW-3AR
08/08/08
H85504
MW-7
11/03/08
H85505
MW-2R
11/03/08
H85506
MW-1AR
11/04/08
H85507
MW-16A
11/04/08
H85508
MW-11RR
11/04/08
H85510
MW-16B
11/05/08
H85511
MW-12B
11/05/08
H8S512
MW-12AR
11/05/08
HS5513
MW-13B
11/05/08
H85514
MW-SBR
11/06/08
Metals I 24,600 I 15,100 I 53,200 | 11,700 j 4,380 j 5,160 I 65,300 I 7,240 | 12,400 j Iron I pg/L 29,100 30,800 9,550 8,980 8,970 8,190
Sample ID:
Well ID:
i H i a CollectBd: Units [Metals
bran 1 pq/L
H85515
MW-13AR
11/06/08
52,800
H85516
MW-14AR
11/06/08
10,700
H85517 DUP
[MW-14AR] 11/06/08
10,800
H85518
MW-8AR
11/06/08
36,600
H85519 DUP
[MW-SAR] 11/06/08
36,600
H85520
MW-15AR
11/07/08
8,700
H85521
MW-3AR
11/07/08
10,100
H85522
MW-7
02/02/09
4,470
H85523
MW-1AR
02/03/09
56,200
H85524
MW-2R
02/03/09
9,930
H85525
MW-11RR
02/03/09
3,930
HS5526
MW-16A
02/03/09
10,700
HS5528
MW-16B
02/04/09
7,140
H85529
MW-12B
02/04/09
4,590
H85530
MW-13B
02/04/09
6,500
H8S531
MW-12AR
02/04/09
63,000
1 Sample ID:
Well ID:
. DateCoUectad: Unite Metals iron 1 pg/L
H85532
MW-13AR
02/05/09
56,800
H85533
MW-SBR
02/05/09
11,800
HS5534 DUP [MW-
SBR] 02/05^9
11,400
H85535
MW-SAR
02rt)5/09
31,000
H85536
MW-14AR
02/05/09
10,400
HS5537
MW-15AR
02/06/09
9,640
H85538
DUP [MW-15AR]
02/06/09
9,560
H85539
MW-3AR
02/06/09
20,800
H85540
MW-7
05/18/09
5,700
H85541
MW-1AR
05/19/09
86,800
H85542
MW-2R
05/19/09
10,800
H85543
MW-11RR
05/19/09
4,120
H85544
MW-16A
05/19/09
14,600
H85546 DUP
[MW-16A] 05/19/09
14,500
H85547
MW-16B
05/20/09
7,320
H85548 1
MW-12B
05a0/09
4,330 1
; Sample ID:
Well ID:
Date Collected: Unite Metals
Iron 1 pq/L
H85551
MW-13B
05/20/09
6,540
HS5552
MW-12AR
05/20/09
62,700
HS5553
MW-13AR
05/21/09
86,800
H8S554 DUP
[MW-13AR] 05/21/09
86,800
H85555
MW-14AR
05/21/09
9,580
HS5556
MW-SBR
05/21/09
13,000
H85557
MW-SAR
05/21/09
42,900
H855S8
MW-15AR
05/22/09
10,100
HS5559
MW-3AR
05/22/09
29,900
H85560
MW-7
08/17/09
5,380
H85561
MW-1AR
08/18/09
80,900
H85562
MW-2R
08/18/09
11,100
H85563
MW-11RR
08/18/09
5,060
H85564
MW-16A
08/19/09
12,300
H85566
MW-16B
08/18/09
8,020
H85S67
MW-12B
08/18/09
4,990
See Notes on Page 5.
G:\ai«nts\GP KHL\05 CorresporTderKe\2012 Correspondence Docs\B 0064563 _0011211100 _Pore Water Outfall Sampling PlanTable 1-GW Iron Concentrations, xlsx 3/20/2012 Page 4 of 5
Al l ied Paper, Inc./Portage Creek/Kalamazoo River Super fund Site
K ing Highway Landf i l l Operable Unit
Table 1 - Post-Remediat ion Groundwater Sampl ing Analyt ical Resul ts for Iron
Sample ID:
Well ID:
Date Collected: Unite Metals
Iron 1 pg/L
H85568
MW-12AR
08/19/09
58,100
H85569
MW-13B
08/19/09
7,360
H85570
MW-13AR
08/19/09
71,200
H85571
DUP [MW-13AR]
08/19/09
69,700
H85572
MW-SBR
08/19/09
14,900
H85573
MW-SAR
08/19/09
40,700
H8S574
MW-14AR
08/20/09
10,900
H85575 DUP
[MW-14AR] 08/20/09
10,700
H85576
MW-15AR
08/20/09
8,970
H85577
MW-3AR
08/21/09
16,700
H85578
MW-11RR
11/10/09
5,670
H85579
MW-1AR
11/10/09
57,200
HS55S0
MW-16A
11/10/09
12,200
H85582
MW-16B
11/10/09
8,450
HS5583
MW-12B
11/10/09
5,150
H855&4 1
MW-12AR
11/11/09
52,900
1, Sample ID:
^ K Well ID:
^ ^ e Collected: Units Metals
llron 1 pg/L
H85585
MW-13B
11/11/09
7,670
H85586
MW-13AR
11/11/09
72,800
HS5587
DUP [MW-13AR]
11/11/09
72,200
HS55S8
MW-SBR
11/11/09
13,900
H85589
MW-SAR
11/12/09
32,900
H85590
MW-14AR
11/12/09
11,100
H85591 DUP
[MW-14AR] 11/12/09
10,800
H85592
MW-15AR
11/12/09
10,800
H85593
MW-3AR
11/12/09
35,300
H85594
MW-2R
11/13/09
15,100
H85595
MW-7
11/09/09
12,400
H85596
MW-2R
02/15/10
10,700
H85597
MW-7
02/15/10
5,070
H8S59S
MW-11RR
02/16/10
4,190
H85599 DUP
[MW-11RR] 02/16/10
5,310
H8S600
MW-1AR
02/16/10
57,300 1
Sample ID
Well ID
Date Collected Unite
H85602
MW-16A
02/16/10
H85603
MW-16B
02/16/10
H85604
MW-12B
02/17/10
HS5605
MW-12AR
02/17/10
H85606
MW-13B
02/17/10
H85607
DUP [MW-13B] 02/17/10
H85608
MW-13AR
02/17/10
H85609
MW-SBR
02/18/10
H85610
MW-8AR
02/18/10
H85611
MW-14AR
02/18/10
HS5612
MW-3AR
02/18/10
H85613
MW-15AR
02/18/10
H85614
MW-7
05/24/10
H85615
MW-2R
05/24/10
H85616
MW-1AR
05/24/10
H85617
MW-11RR
05/24/10 Metals
Iron _tia!L. 10,900 7,500 4,720 48,900 5,920 5,900 70,000 I 13,300 I 41,000 9.700 I 18,100 I 11.400 4,350 15,400 62,700 I 3,980 I
Sample ID
Well ID
Date Collected Units Metals
llron 1 pg/L
H85619
MW-16B
05/25/10
7,740
HS5620
MW-16A
05/25/10
12,000
H85621
MW-12B
05I25IW
3,800
H85622
DUP [MW-12B] 05/25/10
3,810
H85623
MW-12AR
05/25/10
43,600
H85624
MW-13B
05/26/10
5,970
H85625
MW-13AR
05/26/10
86,200
HS5626
MW-8AR
05/26/10
26,000
H85627
MW-8BR
05/26/10
12,000
H85628
MW-14AR
05/26/10
10,300
H85629
MW-15AR
05/27/10
11,000
HS5630
DUP [MW-15/VR]
05/27/10
10,900
H85631
MW-3AR
05I2TI^0
23,100
H85632
MW-7
08/23/10
12,500
H85633
MW-2R
08/23/10
10,700
H85634 1 DUP
[MW-2R] 08/23/10
11,200 1
Sample ID:
Well ID:
Date Conected: Units Metals
Iron 1 pg/L
H85635
MW-11RR
08/24/10
5,880
H8S636
MW-1AR
08/24/10
73,300
H8563S
MW-16A
08^4/10
12,100
H85639
MW-16B
08«4/10
7,650
H85640
MW-12AR
08/24/10
39,700
HSS641
MW-12B
08/25/10
5,130
H85642
MW-13AR
08/25/10
70,200
H85643
MW-13B
08/25/10
6,660
H85644
DUP (MW-13B] 08/25/10
6,400
H85645
MW-SBR
08ffi5/10
12,400
H8S646
MW-8AR
08^6/10
33,800
H85647
MW-14AR
08/26/10
11,000
HS5648
MW-15AR
08tt7/10
11,500
H85649
MW-3AR
08/27/10
12,300
H85650
MW-7
11/15/10
4,430
H8S651 1
MW-1AR
11/16/10
77,200
Sample ID
Well ID
Date Collected: Units
H85652
MW-2R
11/16/10
H8S653
MW-11RR
11/16/10
H85655
MW-16A
11/16/10
H856S6
MW-16B
11/16/10
H85657
MW-12B
11/17/10
H85658
MW-13B
11/17/10
H85659
MW-12AR
11/17/10
H85660 DUP [MW-
12AR] 11/17/10
H85661
MW-SBR
11/18/10
HS5662
MW-13AR
11/18/10
H85663
MW-SAR
11/18/10
H85664
MW-14AR
11/18/10
H85665
MW-3AR
11/19/10
H85666
MW-15AR
11/19/10
H85667 DUP
[MW-15ARI 11/19/10
Metals
6,390 I 42,700 | 41,800 | 13,500 | 64,800 | 27,900 I 10,100" Iron j iSlL. 10,700 6,160 10,700 7,760 4,960 10,500 10,100 9,900
Notes: 1. pg/L - Micrograms per liter. 2. Sample IDs H85549 and H85550 correspond to Matrix Spike/Matrix Spike Duplfcate samples associated with Sample ID H85548, and were therefore not included hereon.
Definitions of Data Qualifiers: J - The compound/analyte was positively Wentified: however, the associated numerical value is an estimated concentration only.
G:\Cltants\GP KHL\05 Corr»6p«id8»ico^2012 Correspondence Docs\B0Oe45fl3_0O1121 IIOO^Pw* Water Outfall Sampling Plan Table 1-GW Iron CoocenlratlonE xlsx Page 5 of 5
ARCADIS
Figures
>s
[
A
V-1-2A
SOUTH PORE WATER OUTLET DETAIL 0
£ 3 3
40'
GRAPHIC SCALE
80'
M W - 1 4 - ^
RG-3 ®-GW-2 A
LEGEND:
APPROMIllATE P/UtCEL BOUNO/^RY
DITCH LINE
ABANDONED RAILROAD
SHEETPILE WAU
ACCESS ROAD
RIPRAP
CULVERT PIPE
RNAL AS-BUILT INDEX CONTOUR
nNAL AS-BUILT INTERMEDIATE CONTOUR
SECURITY FENCE
PORE WATER COLLECTION PIPE
PORE WATER DRAIN
APPROXIMATE WATER EDGE
GAS VENTS (ORIQNAL 23: ONLY FOUR WERE GIVEN IDs)
CUTOFF TRENCH GAS VENTS
L A N O n a GAS CUTOFF TRENCH
FLOW DIRECTION
MONITORING WELL
RIVER GAUGE STATION
LOCATION OF GAS MONITORING PROBES
PARCa C DEMARCATION LAYER (ORANGE NON-WOVEN GEOTEXTILE LOCATED APPROXIMATELY 1
FOOT e a o w G R A D E )
P A R c a c P R O P E R T Y B O U N D A R Y
APPROXIMATE LOCATION OF INSTALLED PERMANENT MARKERS
BASE MAP INFORMATION OBTAINED FROM CADO DRAWING FILE DEVELOPED BY RMT INC. ANN ARBOR. MICHIGAN (CADD FILE: L1630SU01.DWG AS-BUILT SURVEY; 8 / 2 1 / 0 0 ) .
RNAL AS-BUILT CONTOUR ELEVATIONS ARE SHOWN AND ARE BASED ON A FIELD SURNtY BY ATWELL-HICKS. INC.. DATED S / 2 7 / 0 0 WITH REVISIONS DATED 1 0 / 2 3 / 0 0 . 12 /21 /O t . 1 2 / 1 0 / 0 2 . AND 7 / 2 4 / 0 3 .
HNAL AS-BUILT CONTOUR ELEVATIONS OF SEDIMENTATION BASIN ARE BASED ON A HELD SURVEY BY PRDN & NE\l»IOF. DATED 2 / 3 / 0 * .
DEMARCATION LAYER. PROPERTY BOUNDARY. AND FINAL AS-BUILT CONTOUR ELEVATIONS OF PARCEL C AND SURROUNDING AREAS BASED ON A HELD SURVEY BY PREIN & NEWHOF. DATED 11/19/2010.
ELEVATIONS ARE BASED ON NGVD OF 1929 (MSL).
PROPERTY SURVEY PERFORMED BY WILKINS ft KHEATON ENGINEERING CO., INC., ON 7 / 1 / 9 6 .
TOPOGRAPHIC CONTOUR INTERVAL IS 1 FOOT
LOCATIONS OF GW-5. GW-6. GW-7. GW-B. GW-9. AND GW-10 ARE BASED ON A FIELD SURVEY BY TERRA CONTRACTING LLC. DATED 9 / 2 3 / 0 5 .
LOCATION OF GW-11 IS BASED ON A RELD SURVEY BY TERRA CONTRACTING LLC. DATED 1 /11 /06 .
LOCATIONS OF RG-6 . V - * - 4 , V - 4 - 5 . AND V - 4 - 6 ARE BASED ON A RELD SUR\ tY BY TERRA CONTRACTING LLC. DATED 6 / 7 / 0 6 .
LOCATIONS OF V - 1 - 2 THROUGH V - 1 - 6 , V - 2 - 3 . V - 2 - 1 0 . AND V - 2 - t 8 ARE BASED ON MULTIPLE FIELD SURVEYS CONDUCTED BY TERRA CONTRACTING, LLC. IN APRIL 200B. GAS VENTS V - 2 - 4 THROUGH V - 2 - 9 . AND V - 2 - 1 1 THROUGH V - 2 - 1 7 ARE NOT SHO«l»l FOR CLARITY PURPOSES (THESE VENTS ARE LOCATED ALONG TT?ENCH C).
12. LOCATION OF GW-12 IS APPROXIMATE.
LOCATIONS OF GW-13 THROUGH GW-17 BASED ON HELD SURVEY CONDUCTED BY PRDN ft NEVWOF ON 11 /1 /11 .
14. LOCATION OF SHEETPILE W A a AND A PORTION OF THE MONITORING WELLS ARE BASED ON A FIELD SURVEY BY ATHKLL-HICKS. INC. DATED 9 / 2 7 / 0 0 .
PARCELS 1. Z 10, A, B. AND THE TRIANGLE PARCEL ARE OWNED BY GEORGIA-PACinC.
16. GEORGIA-PACinC PURCHASED THIS PORTION OF THE PROPERTY (THE •TRIANGLE PARCEL") FROM THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MtXJT) IN EARLY 2006.
GEORGIA-PACIFIC PURCHASED THIS PORTION OF THE KING HIGHWAY ( M - 9 6 ) RIGHT-OF-WAY THAT IS ENaOSED BY THE KING HIGHWAY LANOFia SITE BOUNDARY FENCE IN JUNE 2008, WHICH IS COMPRISED OF PARCEL A (PREVIOUSLY OVINED BY MOOT) AND PARCEL B (PREVIOUSLY OWNED BY THE OTY OF KALAMAZOO).
ALLIED PAPER, INC./PORTAGE CREEK/ KALAMAZOO RIVER SUPERFUND SITE
SAMPLING PLAN FOR PORE WATER COLLECTION SYSTEM OUTFALLS
SITE PLAN AND PROPOSED SAMPLE LOCATIONS
^ ARCADIS FIGURE
1
Native Vegetation
6" Vegetative Topsoil Layer
24" Drainage/Barrier Protection Layer (Sandfill)
40 mil Linear Low-Density Polyethylene (LLDPE) Flexible Membrane Liner (FML)
6" Gas Venting Layer
Subgrade
FINAL COVER SYSTEM DETAIL NOT TO SCALE
so:
Ii NOTE: 1.The barrier protection and gas venting layers
consists of imported, permeable, clean soil.
ALLIED PAPER, INC./PORTAGE CREEK/ KALAIVIAZOO RIVER SUPERFUND SITE
SAMPLING PLAN FOR PORE WATER COLLECTION SYSTEM OUTFALLS
FINAL COVER SYSTEM CROSS-SECTION DETAIL
^ ARCADIS FIGURE
ARCADIS
Attachment 1
Certificate of Aggregates from Aggregate Resources, Inc.
0 4 / 2 3 / 2 0 0 8 10 :57 FAX 12693451137 BALKEMA EXCAVATING @)002/002
AGGREGATE RESOURCES, INC. AGGREGATE PRODUCTION AND SALES
1500 RIVER STREET KALAMAZOO, MICHIGAN 49048 PHONE (269) 345-5289 FAX (269) 345-1137
AGGREGATE MIDWAY 4™ STREET RESOURCES AGGREGATE AGGREGATE MDOT39-fi9 MDOT 39.64 MDOT 39-73
QUINCY RAVINE HART AGGREGATE AGGREGATE AGGREGATE MDOT 12-37 MDOT 39-56 MDOT38'100
Gun River Aggregates MOOT 03-106
R£: Certification of Aggregates; Aggregate Resources, Inc.'s above listed pits.
Please consider this correspondence as formal notice that all Aggregates from the above named facilities are virgin and native materials that are produced/mined at the site. The products are free from contaminants and will meet the parameters of clean material as defined by the MDEQ.
If you or your Engineer on site have any questions please feel free to contact me at 269-345-5289 or my cell 269-209-3931
Phil Cole Sales Mgr.
ARCADIS
Attachment 2
November 11,1998 Sharon Bailey,
RMT, Inc. Letters to Bill Rankin, P.E.
Blasland, Bouck, & Lee, Inc.
November 11,1998
Mr. BiU Rankin Project Engineer Blasland Bouck & Lee 6723 Towpath Road Syracuse, NY 13214
Subject
Dear Bill:
Sand Drainage Material King Highway Landfill Georgia-Pacific Corporation Kalamazoo, Michigan
D REVIEWED & NOTED
• ^
REVIEWED SOUEY FOR O a C M . CCMPUANCE WITH COMIMCT OOCUUaiTS ?LASLA^4P. BPMpK&LEE. INC.
OSobl
\ I RESUBMIT j 1 REACTED
RMT, Inc, Michigan (RMT) has reviewed the laboratory data on the sand drainage material
supplied by Taplin Envirorunental Contracting (Taplin) for use in stabilizing Cell 4 at the King
Highway Landfill. Two samples of the material were collected and submitted to a testing
laboratory for chemical analysis. Prior to the sampling event, it was agreed by RMT and
Blasland Bouck & Lee that two roimds of sampling would be conducted on each of the
proposed borrow sources for the list of parameters identified by the Michigan Department of
Environmental Quality in BB&L's letter dated October 7,1998, as potential constituents of
concern.
In reviewing the results of the two rotmds of sampUng, the VOCs (includiag acteone and
naphthalene), PCBs, phenol, and 4-methylphenol were all below detection limits; metals were
detected at levels less that the State of Michigan's Soil Residential and Cormnercial 1 direct
contact cleanup criteria and in many instances were less than the state's generic background
levels. After reviewing this information, it is our opinion that the suppUed material is
acceptable for its intended use and is in general conformance with the overall intent of the
project design and specifications.
Sincerely,
RMT, Inc., Michigan
Sharon L. Bailey, P.E. Senior Project Manager
Attachments: cc: B Paul Montney, Georgia-Pacific
RMT, INC., MICHIGAN
1143 HiGHUHD DRIVE, SUITE B - 48108-2237
P.O. Box 991 - 48106-0991
AHH ARBOt, Ml
734/971-7080 - 734/971-9022 FAX
C:\WPAA M\PrA(XM«254\45\ljOin2S6.4SA
WESTERN MICHIGAN
ENVIRONMENTAL SERVICES, INC. Analytical Uboratoty and Testing Services
3352 128th Avenue, Hoiiand, Michigan 49'}24-9263 Phone :616 -399-6070 FAX 616-399-6185 E-mait: /nfo®vvmesi f om Internet; ^^Itp:/A^^wv.w/T)^^6].coff)
CLIENT: Taplin Environmental Cont 5100 West Michigan Avenue Xalantazoo, MI 49006
DATE:
ANALYSIS OF:
REPORTED BY:
DATE RECEIVED:
Attn: Steve Taplin
Be: RMT: G-P (King Highway LF)
October 9, 1998
Soil Samples
Robert K. Zahray./>^aborator^14anager
Received from client on October 2, 1998.
Saapla ID: 003 (Class II Fill) Lab ID: 9810030-01 Collected: 09/29/98
TEST RESULT UNITS ANALYZED BY METHOD KDL
Total Solids Arsenic . Barium Chromium
-i ils Prep, Solid
Thallium Vanadium Zinc 4-Methylphenol Acid/Permanganate Cleanup Florisil Cleanup Phenol Polychlorinated Biphenyie PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-124B PCB-1254 PCB-12 60 Total PCBa Silica Gel Cleanup Soxhlet Ext. for PCBa Soxhlet Extraction for BNA Sulfur Cleanup Volatile Organic Compounds AeryIonitrile Benzene Bromochloromethane Broroodichloromethane Bromoform Bromomethane 2-Butanone • arbon Disulfide rbon tetrachloride
' ~nlorobenzene Chloroethane
98.9 1.5 3.7 3.0 1.4
10/05/98 BDL 4.1 13 BDL
10/07/98 10/07/98
BDL
BDL BDL BDL BDL BDL BDL BDL BDL
10/07/98 10/06/98 10/06/98 10/07/98
% of eample mg/kg dry wt. ng/kg dry wt. mg/kg dry wt. tng/kg dry wt. date digested mg/kg dry wt. rag/kg dry wt. mg/kg dry wt. ;jg/kg dry wt date completed date completed ;ig/kg dry wt
pg/kg dry wt (ig/kg dry wt pg/kg dry wt ^g/kg dry wt /jg/kg dry wt ^g/kg dry wt f<g/kg dry wt ^g/kg dry wt date completed prep, date prep, date date completed
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
Hg/kg ^g/kg pg/kg Mg/kg vg/kg Mg/kg vg/kg pg/itg Mg/i^g f g/itg Mg/wg
10/06/98 10/07/98 10/06/98 10/06/98 10/06/98
10/07/98 10/06/98 10/06/98 10/07/98
10/07/98
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
JA JA JA JA JA JA JA JA JA DAH DGK DGK DAH
DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK HL DGK
DAH DAH DAH DAH DAK DAH DAH DAH DAH DAH DAH
APHA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA
EPA EPA EPA EPA EPA
. 2540 B 7060 6010 6010 6010 3050 7841 6010 6010 8270 3665 3620 8270 8082
3630 3540 3S40 3660 8260
K/A 0.24 0.12 0.12 1.2
0.24 0.24 0.24 330
330
330 330 330 330 330 330 330
1,700
10 10 10 10 10 10 50 SO 10 10 10
BDL = Below Detection Limit MDL = Method Detection Limit Page 1 of 4
M T -IJV/ I woo * ^ Piln\»d on qtevdrt Paw
OT n n - C T - U B W
WESTERN MICHIGAN ENVIRONMENTAL SERVICES, INC.
ID: 003 (Class II Fill) Lab ID: 9810030-01 Collected: 09/29/98
TEST RESULT UNITS AKALXZED BY HEIBOD MDL
Volatile Organic Compounds Chloroform Chloromethane Dibromochloromethane 1,2-Dibromo-3-chlor6propane Dibromomethane 1,2-Dibromoethane 1,2-DichIoroben2ene 1, 3-Dichlorobenzene 1,4-D ichlorobenzene Trans-l,4-dichloro-2-butene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cia-l,2-Dichloroethene tranB-l,2-DichIoroethene 1, 2-Dichloropropane cia-l,3-Dichloropropene trana-1,3-Dichloropropene Diethyl Ether Ethylbenzene Hexachloroethane 2-Hexanone laopropylbenzene Methylene Chloride .Hpthyl Iodide • athylnaphthalene \. .•iethyl-2-Pentanone Methyl Tertiary Butyl Ether Naphthalene 2-Propanone n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-TrimethyIbenzene 1,3,5-TrimethyIbenzene Vinyl acetate Vinyl chloride o-Xylene m-Xylene & p-Xylene
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 3DL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
M/Jtg /jg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg pg/)tg Mg/kg pg/kg pg/kg /jg/kg pg/kg pg/kg pg/kg pg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg pg/kg Mg/kg Mg/kg pg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/9B 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
EPA DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH
8260 10 10 • 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 50 10
250 10 10 50 50 10
250 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
BDL = Below Detection Limit MDL = Method Detection Limit Page 2 of 4
^ J )»,itdi<) Oil Rr,<>.-li-^ P.ip.lr
WESTERN MICHIGAN ENVIRONMENTAL SERVICES, INC.
>la ID: 004 (ClasB XI Fill) Lab ID: 9810030-02 Collected: 09/29/98
WR Total Solids Arsenic Barium Chromium Lead Metals Prep, Solid Thallium Vanadium Zinc 4-MethYlphenol Acid/Permanganate Cleanup Floriell Cleanup Phenol Polychlorinated Biphenyie PCB-1016 PCB-1221 PCB-1232 PCB-1242 PCB-1248 PCB-1254 PCB-1260 Total PCBs Silica Gel Cleanup Soxhlet Ext. for PCBa Soxhlet Extraction for BNA Sulfur Cleanup Volatile Organic Compounds
'rylonitrile V nzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-autanone Carbon Disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane 1,2-Dibromo-3-chloropropane Dibromomethane 1,2-Dibromoethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Trana-l,4-dichloro-2-butene Dichlorodi fluorc»nethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-l,2-Dichloroethene tranB-l,2-Dichioroethene 1,2-Dichloropropane cia-l,3-Dichloropropene trans-l,3-Dichloropropene niethyl Ether ihylbenzene
.lexachloroethane 2-Hexanone IBopropyIbenzene
RESULT
99.3 1.5 88 11 22
10/06/98 BDL 25 28
BDL 10/07/98 10/07/98
BDL
BDL BDL BDL BDL BDL BDL BDL BDL
10/07/98 10/06/98 10/06/98 10/07/98
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
UNITS
% of sample mg/kg dry wt. mg/kg dry wt. mg/kg dry wt. mg/kg dry wt. date digested mg/kg dry wt. mg/kg dry wt. mg/kg dry wt. pg/kg dry wt date completed date completed Mg/kg dry wt
Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt date completed prep, date prep, date date completed
Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt Mg/kg dry wt
ANALYZED
10/06/98 10/07/98 10/06/98 10/06/98 10/06/98
10/07/98 10/06/98 10/06/98 10/07/98
10/07/98
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
BY
JA JA JA JA JA JA JA JA JA DAH DGK DGK DAH
DCX DGK DGK DGK DGK DGK DGK DGK DGK DGK HL DGK
DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAK DAH DAH DAH DAH DAH DAK DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH
METHOD
APHfl EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA
EPA EPA EPA EPA EPA
. 2540 B. 7060 6010 6010 6010 3050 7841 6010 6010 8270 3665 3620 8270 8082
3630 3540 3540 3660 8260
MDL
N/A 0.24 0.12 0.12" 1.2
0.24 0.24 0.24 330
330
330 330 330 330 330 330 330
1,700
10 10 10 10 10 10 50 50 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 50 10
BDL = Below Detection Limit MDL = Method Detection Limit Page 3 of 4
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WESTERN MICHIGAN ENVIRONMENTAL SERVICES. INC.
l a I D : 004 ( C l a s s I I F i l l ) Lab ID: 9 8 1 0 0 3 0 - 0 2 C o l l e c t e d : 0 9 / 2 9 / 9 8
TKST RESULT UNITS ANALYZED BY METaOD MDL
Volatile Organic Compounds Methylene Chloride Methyl Iodide 2-Methylnaphthalene 4-Methy1-2-Pentanone Methyl Tertiary Butyl Ether Naphthalene 2-?ropanone n-PropyIbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1, 2,4-TrimethyIbenzene 1,3,5-TrimBthylbenzene Vinyl acetate Vinyl chloride o-Xylene m-Xylene & p-Xylene
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg Mg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt
10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98 10/07/98
DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH DAH
EPA 8260 250 10 10 50 50 10
250 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
NOTE: Samples were collected in bulk.
BDL = Below Detection Limit MDL = Method Detection Limit Page 4 of 4
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616-375-2830 f / , ! , . Pal Taplin J
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Special Instructions (use back o( form II necessary - attach photocopies lo other pages)
REViSEO<-?-BO • OTEX Bennr.e foluenc,Em)(IB«nf8ne. Xylene; • TPH Toiar Peiroici-.Ti Hrdioca'Doris. " PNA Pov Nucta'Aerc»^atics
WESTERN MICHIGAN ENVIRONMENTAL SERVICES, INC. AnalytlcAl Laboratory and Testing Services
3352 128tft Avenue, Ho;i,tnd. Mlrnigan 49424-9263 Phone:616-399-6070 FAX 616-399-6185 E-mail: [email protected] Intemec: hnpVAAAAw^/.wmesj.com
CLIENT: Taplin Environmental Cont 5100 West Michigan Avenue Kalamazoo, KI 49006
DATE:
ANALYSIS OF:
Attn: Steve Taplin
Re: RMT, Inc. (G.P. King Hwy LF)
November 1 7 , 1998
S o i l Scunplea
REPORTED BY:
DATE RECEIVED:
Robert K. Zahray, >£aboratory Man6^r
Received from client on Noi^nber 13, 1998.
Sample ID: Sanple 05 Lab ID: 9811168-01 Collected: 11/12/98
TEST RESULT UNITS ANALYZED BY KETEOD MDL
Total solids 93.8 Arsenic 0.99 Barium S.Q Chromium 2.5 .L«>=id BDL
.Is Prep, Solid 11/14/98 ' .ilium BDL Vanadium 3.4 Zinc 8.2 4-Methylphenol BDL Acid/Permanganate Cleanup 11/16/98 Florisil Cleanup 11/16/98 Phenol BDL Polychlorinated Biphenyls PCB-1016 BDL PCB-1221 BDL PCS-1232 BDL PCB-1242 BDL PCB-1248 HDL PCB-1254 BDL PCB-1260 BDL Total PCBs BDL Silica Gel Cleanup 11/16/98 Soxhlet Ext. for PCBs 11/13/98 Soxhlet Extraction for BNA 11/13/98 Sulfur Cleanup 11/16/98 Volatile Organic Compounds Acrylonitrile BDL Benzene BDL Bromochloromethane BDL Bromodichloromethane BDL Bromoform BDL Bromomethane BDL 2-Butanone BDL Carbon Disulfide BDL
% of sample itig/kg dry wt. mg/kg dry wt. rag/kg dry wt. mg/kg dry wt. date digested mg/kg dry wt. mg/kg dry wt. mg/kg dry wt. ;jg/kg dry wt .date completed date completed ^g/kg dry wt
pg/kg dry wt pg/kg dry wt /jg/kg dry wt /jg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt date completed prep, date prep, date date completed
pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt
11/16/98 11/14/98 11/16/98 11/16/98 11/16/98
11/16/98 11/16/98 11/16/98 11/17/98
11/17/98
11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98
11/13/98 11/13/96 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98
JA JA KBR MBR HBR JA JA MBR MBR HL DGK DGK HL
DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK
HL HL HL HL HL HL HL HL
APHA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA
EPA EPA EPA EPA EPA
L 2540 7060 6010 6010 6010 3050 7841 6010 6010 8270 3665 3620 8270 8082
3630 3540 3540 3660 8260
N/A 0.048 0.24 0.24 2.4
0.048 0.48 0.48
25
25
19 19 19 19 19 19 19 95
50 10 10 10 10 50 50 50
BDL = Below Detection Limit MDL = Method Detection Limit
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sanple ID: Sanple 05 Lab ID: 9811168-01 C o l l e c t e d : 11 /12/98
RESULT UNITS ANALYZED BY METHOD MDL
Volatile Organic Compounds Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane 1, 2-DibrQmo-3-chloropropane Dibromomethane 1,2-Dibromoethane 1,2-Dichlorobenzene 1,3-DichlQrobenzene 1,4-Dichlorobenzene Trans-l,4-dichloro-2-butene Dichlorodifluoromethane 1,1-Dichloroethane 1, 2-DichlorQethane 1,1-Dichloroethene cis-l,2-Dichloroethene trane-l,2-Dichloroethene 1, 2-Dichloropropane cis-l,3-Dichloropropene trans-l,3-Dichloropropene Diethyl Ether Ethylbenzene Hexachloroethane 2-Hexanone IsopropyIbenzene
hylene Chloride ,hyl Iodide
2-Methylnaphthalene 4-Methy1-2-Pentanone Methyl Tertiary Butyl Ether Naphthalene 2-Propanone n-PropyIbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,2,4-Trichlorobenzene 1,1,2-Trichloroethar^e Trichloroethene Trichlorofluoromethane 1,2,3-TrichlorDpropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl acetate Vinyl chloride o-Xylene m-Xylene & p-Xylene
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt fjg/^g dry wt pg/kg dry wt pg/kg dry wt ;jg/kg dry wt Jig/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt n q / k q dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt pg/kg dry wt
11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/90 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98
HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL
EPA 8260 10 10 50' 10 50 10 50 10 10 10 10 10 10 50 10 ID 10 10 10 10 10 10 100 10 10 SO 10 50 10 50 50 50 50 250 10 10 10 10 ID 10 10 50 10 10 50 10 10 10 10 50 10 20
BDL = Below Detection Limit MDL = Method Detection Limit
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Page 2 of 4
Saaple ID: Sa*ple 06 Lab ID: 9811168-02 Collected: 11/12/98
r
Total Solids Arsenic Barium Chromium Lead Metals Prep, Solid Thallium Vanadium Zinc 4-Methylphenol Acid/Permanganate Cleanup Florisil Cleanup Phenol Polychlorinated Biphenyls PCB-1016 PCB-1221 PCB-1232 PCB-1242 PCB-124B PCB-12S4 PCB-1260 Total PCBs Silica Gel Cleanup Soxhlet Ext. for PCBs Soxhlet Extraction for BNA Sulfur Cleanup Volatile Organic Compounds Acrylonitrile
nzene .omochloromethane
Bromodichloromethane Bromoform Bromomethane 2-Butanone Carbon Disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane 1,2-Dibroma-3-chloropropane Dibromomethane 1,2-Dibromoethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Trans-l,4-dichloro-2-butene Dichlorodifluoromethane 1,1-Dichloroethane 1, 2-D ichloroethane 1,1-Dichloroethene cis-l,2-Dichloroethene trans-l,2-Dichloroethene 1,2-Dichloropropane ciB-l,3-Dichloropropene trans-l,3-Dichloropropene Diethyl Ether
RBSULT
90.2 1.5 5.4 2.6 3.6
11/14/98 BDL 3.8 9.8 BDL
11/16/98 11/16/98
BDL
BDL BDL BDL BDL BDL BDL BDL BDL
11/16/98 11/13/98 11/13/98 11/16/98
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
UNITS
% of 3 mg/kg mg/kg mg/kg mg/kg
ample dry wt. dry wt. dry wt. dry wt.
date digested mg/kg mg/kg mg/kg
dry wt. dry wt. dry wt.
pg/kg dry wt date completed date c pg/kg
:ompleted dry wt
pg/kg dry wt f^g/y^g pg/kg pg/V-g ;jg/kg pg/kg pg/kg pg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt
date completed prep. prep.
date date
date completed
pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt
pg/kg dry wt pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt
ANALYZED
11/16/98 11/14/98 11/16/98 11/16/98 11/16/98
11/16/98 11/16/98 11/16/98 11/17/98
11/17/98
11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98 11/16/98
11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98 11/13/98
BY
JA JA MBR MBR MBR JA JA MBR MBR HL DGK DGK HL
DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK DGK
HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL
HETBOD
APHA 2540 B. SPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA EPA
EPA EPA EPA EPA EPA
7060 6O10 6010 6010 3050 7841 6010 6010 8270 3665 3620 8270 B082
3630 3540 3540 3660 8260
MDL
N/A 0.048 0.24 0.24 2.4
0.048 0.48 0.48
25
25
27 27 27 27 27 27 27 140
50 10 10 10 10 50 50 50 10 10 50 10 50 10 50 10 10 10 10 10 10 50 10 10 10 10 10 10 10 10
100
BDL = Below Detection Limit MDL = Method Detection Limit
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Page 3 of 4
-IWN d S "ANO N l - l d V X \ / e r : O T 0 0 - Q T - - t « W
s a a p l a I D : S a a p l a 06 Lab I D : 9811168-02 C o l l e c t e d : 1 1 / 1 2 / 9 8
RESULT UNITS ANALYZED BY METHOD MSL
Volatile Organic Compounds Ethylbenzene Hexachloroethane 2-Hexanone laopropylbenzene Methylene Chloride Methyl Iodide 2-Methylnaphthalene 4-Methy1-2-Pentanone Methyl Tertiary Butyl Ether Naphthalene 2-Propanone n-PropyIbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,S-Trimethylbenzene Vinyl acetate Vinyl chloride
Xylene .^Xylene & p-Xylene
BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/kg pg/iig pg/kg pg/kg pg/kg pg/kg pg/kg
dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry wt dry V'Jt dry wt dry wt dry wt dry wt dry wt
EPA 8260 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
/13/98 /13/98 /13/9a /13/98 /13/9a /13/98 /13/98 /13/9a /13/98 /13/98 /13/9a /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/9e /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/98 /13/98
HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL HL
10 10 50 10 50 10 50 50 SO 50
250 10 10 10 10 10 10 10 50 10 10 50 10 10 10 10 50 10 20
BDL = Below Detection Limit MDL = Method Detection Limit
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nEviscu'-^'So • e i E X Bs" / ! . -c . l a i . p i p . Fif.yl Ber /e re . X^'er'e; "' THH Fora: Pci/oHim HrOrocj'Dons; " ' P N A Poy rMLcrf.T/leisr-iiics
November 11,1998
Mr. Bill Rankin Project Engineer Blasland Bouck & Lee 6723 Towpath Road Syracuse, NY 13214
Subject:
Dear BiU:
Topsoil King Highway Landfill Georgia-Pacific Corporation Kalamazoo, Michigan
D REVIEWED SREVIEWEL & NOTED
REVIEWED SOLEV FOn Q8£RM. coMPUAWx vffm coNmACT c c a a s f r s BLASLANa BOUCK & LEE, INC.
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j I REJECTED
RMT, Inc, Michigan (RMT) has reviewed the laboratory data on the topsoil supplied by Taplin Envixonraental Contracting (Taplin) for use in stabilizing Cell 4 at the King Highway Landfill. Two samples of the materiail were collected and submitted to a testing laboratory for cherrucal analysis. Prior to the sampling event, it was agreed by RMT and Blasland Bouck & Lee that two rounds of sampHng would be conducted on each of the proposed borrow sources for the list of parameters identified by the Michigan Depairtment of Envirorunental Quality in BB&L's letter dated October 7,1998, as potential constituents of concern.
\
In reviewing the resxilts of the two rounds of sampUng, the VOCs (including acteone and naphthalene), PCBs, phenol, and 4-methylphenol were all below detection limits; metals were detected at levels less that the State of Michigan's Soil Residenticil and Commercial 1 direct contact cleanup criteria and in many instances were less than the state's generic background levels. After reviewing this information, it is our opinion that the suppUed material is acceptable for its intended use and is in general confonnance with the overall intent of the project design and specifications.
Sincerely,
RMT, Inc., Michigan
Sharon L. Bailey, P.E. Senior Project Mainager
Attachments:
cc: Paul Montney, Georgia-Pacific
RMT, INC., MICHIGAN
1 M 3 HiGHUND DRIVE, SUITE B - 48108-2237
P.O. Box 991 - 48106-0991
ANN ARBOR, Ml
734/971-7080 - 734/971-9022 FAX
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