HIGHWAY J CITIZENS GROUP v. Norman MINETA, in his official capacity as Secretary, United States Department of Transportation; Frederick Wright, in his official capacity as Executive Director, Federal Highway Administration; Thomas E. Carlsen, in his official capacity as Acting Secretary, Wisconsin Department of Transportation
No. 03-2644
United States Court of Appeals, Seventh Circuit
Decided Nov. 5, 2003
Argued Sept. 19, 2003.
Charles A. Guadagnino, Office of the United States Attorney, Milwaukee, WI, Frank D. Remington, Office of the Attorney General, Madison, WI, for Defendant-Appellee.
Before BAUER, RIPPLE and WILLIAMS, Circuit Judges.
RIPPLE, Circuit Judge.
On July 3, 2003, the Highway J Citizens Group (“Citizens“) filed this action pursuant to the Administrative Procedure Act (“APA“),
Citizens filed its notice of appeal on June 17, 2003. It then asked this court for an emergency injunction to prevent the opening of the Bridge. This court denied the requested relief, but granted Citizens’ motion for an expedited appeal. In this appeal, Citizens seeks (1) a permanent injunction requiring closure of the Ackerville Bridge until grout is pumped around the pilings, (2) an EIS of the Ackerville Bridge Project, and (3) a revised EIS of the County J/Highway 164 Project that encompasses the area of the Ackerville Bridge Project and a permanent injunction prohibiting the County J/Highway 164 Project from proceeding until the revised EIS is completed. For the reasons set forth in this opinion, we must deny Citizens the requested relief and affirm the judgment of the district court.
I
BACKGROUND
A. Facts
There are two projects at issue in this case; both are “major federal action[s]” as defined in
1. The Ackerville Bridge Project (Project # 2748-01-00)
There are three purposes for the Ackerville Bridge Project. The “primary purpose” is to address safety considerations flowing from the layout of the roads and the close proximity of the railroads. R.38, Ex.1003, A.R. at 00004. Another purpose is to bring the existing facility into compliance with State Trunk Highway standards, which govern the necessary requirements for a road to support truck traffic. Id. at 00013. A “secondary purpose” is to pro-
an overpass structure ... to be built at the Wisconsin Central Limited and the Wisconsin Southern Railroads in order to remove the existing at-grade crossings. The Sherman Road/Fond du Lac Drive connection would also be located under this structure. An additional overpass would be provided at State Highway 175.
Id. at 00012.2
The environmental assessment (“EA“) for this Project was signed by various state and federal officials between October 29, 1999, and December 12, 1999, and was open for public comment from February 22, 2000, to April 7, 2000. Id. at 00004. The EA as originally published did not contain a discussion of the former waste disposal facility (“landfill“) near the Project that was owned by Waste Management Company of Wisconsin, Inc. This landfill is located about 2,000 feet northwest of Ackerville and is leaking “landfill leachate” which has contaminated the underlying groundwater that flows from the landfill. As the contaminated groundwater flows, the contamination can spread or disperse, and this dispersed contamination is known as “contamination plume.”
The effect of this contamination plume on the Ackerville Bridge Project was brought to the attention of the defendants by Jeffrey Gonyo, a member of Citizens, sometime during, and possibly before, February of 2000. R.38, Ex.1013, A.R. at 00838 (Wade e-mail); R.38, Ex.1005, A.R. at 00146-00147 (draft “Fact Sheet/Topics of Interest“). Defendants’ initial conclusion was that the contamination plume did not raise significant concerns in relationship to the Ackerville Bridge Project. For example, in a February 21, 2000 document entitled “Fact Sheet/Topics of Interest,” defendants stated:
- The Waste Management Landfill-Hazardous Materials. If there is contamination in the shallow groundwater, couldn‘t the structure pilings create a “channel” to contaminate [sic] the deep groundwater where our drinking water comes from?:
- Acknowledge that both Wisconsin Department of Natural Resources and WDOT are aware of the concerns relating to the Polk Landfill. You can thank Mr. Gonyo for helping to bring the issue to the forefront.
- WDOT will be addressing the contaminant concerns relating to the STH 164 project as part of the Phase 1 hazardous materials assessment. The assessment will evaluate [W]DNR documents about the landfill and assess what impact may be associated with the highway project activities. The WDOT will coordinate with the WDNR as needed. The report will include any recommendations that may be needed to address [hazardous materials] concerns.
- The Phase 1 Assessment Report will become a public document available for review.
- Though preliminary assessment of available information has led [sic] both [W]DNR and WDOT to think there are not likely to be significant project hazmat concerns related to the Polk Landfill, it would be premature
to make definitive statements until the Phase 1 report is completed.
R.38, Ex.1005, A.R. at 00143-00144 (italics in original). A previous, draft version of that document, dated February 15, 2000, addressed the environmental question posed as follows:
- This landfill was closed in the 1980‘s. Since that time, extensive monitoring and remediation has taken place. There has been some concern regarding the ground water contamination spreading in the direction of Lovers Lane Road. However, the project requires limited excavation in the area (footing for substructure units of the bridge) and encounters with ground water is unlikely.
R.38, Ex.1008, A.R. at 00146. In a March 14, 2000 letter from Ken Wade, Hazardous Materials Engineer for the Environmental Team, Transportation District 2 of WDOT, to EMCS Design Group, Mr. Wade noted:
I‘ve attached copies of the latest landfill data collected by Waste Management. It clearly confirms that the concentration of [TCE] nearest the project area is decreasing and stable. The groundwater monitoring well nearest the project corridor is TW23R, located approximately 400 feet west of CTH J. TCE concentrations in well TW23R have dropped from 3 to 2.2 ug/l, well below the WDNR groundwater enforcement standard of 5 ug/l.
The water table for this region is approximately 30 feet below the ground surface. If construction plans for the footings require only 4 to 5 feet of excavation, it is very unlikely that contaminated groundwater will impact the project. It is also unlikely that project pilings or water detention/infiltration basins will cause an impact on plume movement or concentrations.
R.38, Ex.1009, A.R. at 00728.
At the March 23, 2000 public hearing on the Ackerville Bridge Project, Mr. Gonyo testified in opposition to the Project. Among other things, he identified the landfill as a source of contamination that the Project threatened to aggravate. With the aid of numerous exhibits, he testified that: (1) the Project goals could be accomplished by simpler and less costly means, (2) the Ackerville Bridge Project should not be segmented from the County J/Highway 164 Project, and (3) the landfill contaminants pose great risks in conjunction with the Project.
On April 7, 2000, the “Hazardous Materials Site Investigation Report Phase I Addendum” (“Addendum“) was released. R.38, Ex.1015, A.R. at 00709-00714. This Addendum was prepared by the EMCS Design Group, which worked in connection with the WDNR in developing the report. The Addendum is based on a review of the March 30, 1990 report entitled “Two-Year Ground Water Monitoring Report Polk Sanitary Landfill Washington County, Wisconsin.” This report discusses the groundwater around the landfill, including its flow, contains maps and discussions of arsenic and TCE, and concludes that the landfill was not the source of downgradient TCE detections or elevated arsenic levels. R.38, Ex.1000, A.R. at 02774-02814. The 2000 Addendum is also based on a review of the “Phase I and Phase II Hazardous Material reports,” R.38, Ex.1014, A.R. at 00873-00908, which “were completed in 1994 for this project based on” the originally conceived limited scope of the Project, which did not include a bridge. R.38, Ex.1015, A.R. at 00710. The “February 23, 1994 Phase I Report” identified
Site 7 (previous): Town of Polk/Waste Management (WDNR FID # 267062400) was identified in the original phase I report as an inactive waste disposal site. There is groundwater contamination in this area with [TCE] being one of the contaminants. The closest monitoring well is located approximately 400 feet west of STH 164. TCE concentrations in this well have dropped from 3 to 2.2 ug/l, well below the WDNR groundwater enforcement standard of 5 ug/l. This site is 700 feet west of where the proposed Foxboro extension connects to STH 175 and indicated groundwater depths of 30 feet are well below the excavation limits of the roadway. Therefore, it is very unlikely that the contaminated groundwater will impact this project. It is also unlikely that the pilings for the structure supports or retention basins will cause an impact on plume movements or concentrations.
R.38, Ex.1015, A.R. at 00714.
On April 25, 2000, the last signature was placed on the “Finding of No Significant Impact” (“FONSI“) for the Project. The FONSI was premised on the EA for the Project, which was attached to the FONSI. The final EA/FONSI contains a “Basic Sheet A” which includes the comments from the public on the Project and defendants’ responses to the comments. Specifically, Basic Sheet A considers whether the landfill “is a significant impact and therefore warrants preparation of an EIS,” but concludes the landfill “will not affect the Department‘s proposed project.” R.38, Ex.1003, A.R. at 00005. It explained:
There is ground water contamination in the area surrounding the landfill with [TCE] being one of the contaminants. This site has been under remediation for several years. The closest monitoring well is located approximately 122 m (400 ft) west of STH 164. TCE concentrations in this well have dropped from 3 to 2.2 ug/l, well below the WDNR ground-water enforcement standard of 6 ug/l. Indicated ground water depths of 9m (30 ft) are well below the excavation limits of the roadway or bridge construction. The Department has determined that the potential for encountering and impacting hazardous materials during construction of this project does not exist. Therefore, there is no purpose or need for preparation of an EIS.
Id. The EA/FONSI also responded to Citizens’ suggestion that the Ackerville Bridge Project and the County J/Highway 164 Project be joined together as one EIS. After considering the three criteria for segmentation set out in FHWA regulations, see
On July 7, 2000, Mr. Gonyo sent a letter to Paul Tufts, an environmental specialist at the FHWA, requesting that the defendants reconsider the FONSI and that an EIS be prepared before any construction on the Project. This letter specifically notes as a concern that “the pilings will
On August 22, 2000, the WDNR provided the WDOT a memorandum, per the request of Mr. Waldschmidt, in response to the groundwater concerns. R.38, Ex.1020, A.R. at 12294. The authors of the memo are Chad Czarkowski and Phil Fauble, both of whom have extensive experience with groundwater issues with WDNR. This 2½ page, single-spaced memo has as its main conclusion that “the road project will not have any substantial effect [sic] on the existing pattern of groundwater flow, concentration of contaminants, nor cause any increase in health risks due to ground water contamination in the vicinity.” Id. at 12295. In support of that conclusion, the memo noted that
[t]he TCE seems to originate from a point approximately 1500 feet west / northwest of Hwy 164 and Sherman Road. Groundwater flow has been determined to be southeasterly from the apparent source, towards the proposed road project. The top of the water table in the gravel aquifer below the road project area is approximately 30 feet below the land surface.
Id. As to the concentrations of TCE, the memo stated that in the mid-1980s, area wells had been tested for TCE, and levels exceeded Wisconsin‘s enforcement standard of 5 ug/l. Id. However, the landfill “is not considered a likely source of the TCE plume because TCE has not been detected in either the landfill leachate or consistently in monitoring wells directly adjacent to the landfill.” Id. The memo further noted that the private wells determined to be at risk from the waste disposal sites were sampled in the 1980s, and they were subsequently either abandoned altogether, abandoned and replaced with “deeper dolmite aquifer wells cased to the top of the first bedrock at 220 feet,” or sampled and found clean. Id.
Finally, the memo considered three mechanisms by which the project could conceivably affect groundwater in the vicinity. The one relevant to this appeal is: “Driving pilings to depths greater than 30 feet could potentially encounter contaminated groundwater.” Id. at 12296. On this issue, the memo concluded that
such vertical steel pilings would not, in themselves, contribute any additional contaminants to the groundwater, nor significantly alter flow along any horizontal plane. Theoretically, the flow of groundwater could be altered along vertical lines due to penetration of a piling thru lenses or layers of dense, clay-rich soil known as “confining layers” or aquitards. Such layers, if present, normally act to prevent downward or upward movement of groundwater. A piling might compromise a confining layer by creating a narrow (0.5“-3” maximum) concentric space along the outside shaft of a piling or casing.
However, we believe the placement of pilings will not significantly affect ground water conditions on this project. As documented by well logs and soil borings, there is no effective, continuous confining layer in the project area. Without any effective separation of the shallow sand and gravel aquifer from the deeper dolomite aquifer, ground water already moves freely along vertical planes. In fact, several well nests near the proposed project record consistent
upward gradients, an indication that deeper aquifer water is discharging into the shallower system. The relatively small increase in vertical groundwater movement which might be expected along open spaces surrounding even several dozen pilings is insignificant compared to the quantity of natural vertical movement. In conclusion, there does not appear to be any mechanism by which the existing groundwater conditions will be significantly altered by the road project.
Id. at 12296-12297. On August 23, 2000, Mr. Madrzak sent an e-mail to Paul Tufts, the addressee on Mr. Gonyo‘s letter requesting reconsideration of the FONSI, discussing the August 22, 2000 memo:
Attached for your information is a copy of DNR‘s response to my request through Jay Waldschmidt for information regarding Mr. Gonyo‘s allegation that the project will have a significant effect on the environment with regard to hazardous materials.
The DNR note confirms the information contained in the revisions to the Environmental Assessment. The FONSI remains valid despite Mr. Gonyo‘s objections. We will respond accordingly to his request for FHWA to withdraw approval of the FONSI.
His other concerns regarding segmentation are adequately discussed in the revisions to the EA.
R.11, Ex.5 (attached e-mail). On August 24, 2000, the FHWA sent a letter to Mr. Gonyo responding to his July 7, 2000 letter. In accord with Mr. Madrzak‘s e-mail, this letter concludes that the April 2000 FONSI/EA remains valid and meets the intent and requirements of NEPA.
Citizens expressed its concerns to the United States Environmental Protection Agency (“U.S. EPA“) in various petitions in the first five months of 2000, and on August 28, 2000, the WDNR sent a letter to Jan Pels of the U.S. EPA explaining its conclusions regarding the extent of the contamination plume and the Project‘s effect on the plume. R.38, Ex.1023, A.R. at 10166-10171. The letter concluded that “[t]here is no evidence that existing private water supply wells are being impacted by groundwater.” R.38, Ex.1023, A.R. at 10171. As to the Project, it stated in full: “The WDNR has also determined that the proposed WDOT road expansion and bridge project on STH 164 will not have an adverse impact on the ground water in the Ackerville area. The rationale for this determination is detailed in the attached memo from WDNR to WDOT.” Id. On January 12, 2001, the U.S. EPA sent Mr. Gonyo a letter regarding his request for an investigation of the Waste Management landfill. The letter stated that the WDNR is in the process of “preparing a Sampling and Analysis Plan for a [Site Inspection] of the Old Town Dump site.” R.38, Ex.1024, A.R. at 10164-10165. This “Old Town Dump site” is a landfill just south and across the tracks from the Waste Management landfill, and the WDNR and U.S. EPA believed this landfill may be the actual source of the contamination. Id. at 10164.
On January 22, 2001, John E. Thresher, Jr., Citizens’ groundwater expert, provided Fauble with criticisms of WDNR‘s groundwater analysis at the Waste Management landfill. This report discussed the extent and source of the TCE, concluding a “reasonable case can be made” the Waste Management landfill is the source. R.39, Ex.1025, A.R. at 12301-12304, 12307-12308. It also discussed arsenic, which the report explained was in the vicinity of the landfill and migrating toward Ackerville, and explained that the degree and extent of arsenic is not known due to various factors. The letter concluded with a strong request that an EA be performed
On February 26, 2001, EMCS Design Group issued a report officially acknowledging the pilings for the Project would extend below groundwater level. On July 10, 2001, a public hearing was held regarding WDOT‘s petition to the Office of the Commissioner of Railroads of the State of Wisconsin (“OCR“) for alteration and closure of crossings for purposes of the Ackerville Bridge Project. At this hearing, Mr. Gonyo and other citizens testified about their concerns regarding the environmental impacts of the Project, and Mr. Thresher, Citizens’ expert, testified as to his conclusions. Mr. Bauman of WDOT also testified. On July 11, 2001, Mr. Thresher sent a follow-up letter to the hearing examiner at the OCR hearing. In that letter, he restated his position that contaminated water is moving towards Ackerville and that “[d]riving pilings through such sediments may disrupt the contaminant distribution thereby potentially contaminating additional private wells within Ackerville.” R.39, Ex.1028, A.R. at 14559-14560.
In an e-mail dated July 26, 2001, Mr. Bauman of WDOT referenced a June 2001 article in Civil Engineering analyzing the environmental impact of pilings placed into contaminated soil entitled “Deep Foundations on Brownfield Sites.” This article concluded, among other things, that “driven piles can be used on even ‘brownfields’ sites without causing adverse environmental effects. However, the proper type(s) of piles must be selected to avoid such effects ... such as steel and possibly concrete to avoid internal flow.” R.39, Ex.1030, A.R. at 13833.
Mr. Czarkowski of the WDNR, one of the authors of the August 22, 2000 memo that found the pilings would have only an insignificant effect on the groundwater, responded to Mr. Bauman by e-mail: “When I first reviewed the environmental concerns regarding this project as part of the team here at DNR, I was aware that pilings would be driven below depths of 30 feet, which is where the groundwater occurs. We do not dispute that a very low level of [TCE] may exist in the groundwater.” R.39, Ex.1031, A.R. at 13827. Mr. Czarkowski went on to state that his opinion that the pilings would not in any way affect groundwater flow was based on the assumption the pilings would be filled with solid material. He wanted to ensure that such was the case so he could maintain his opinion, memorialized in the August 22, 2000 memo, that the pilings “should not provide a significant pathway for migration of groundwater.” Id. Mr. Bauman responded to Mr. Czarkowski on August 27, 2001, and confirmed that the pilings would be filled with concrete. Id.
On September 20, 2001, the WDOT attended a meeting called by Wisconsin State Representative Suzanne Jeskewitz to discuss Mr. Gonyo‘s testimony at the OCR hearing. WDOT‘s “Public Communication Record” described the meeting in its “Discussion Summary“:
Began to discuss parts of Mr. Gonyo‘s testimony (13 points), but only completed first one on project cost and bridge size. Discussion then went to John Thresher‘s statements on potential impact of bridge piling on local groundwater contamination. Mr. Thresher states that in his opinion the WisDNR did not do a sufficient amount of study to determine the location of the contaminants and that the bridge piling could transfer the contamination to area wells.
A.R. at 10453. In the “Point Made” section of the Record, it stated in relevant part: “WisDOT did not agree with Mr. Thresher‘s assertion that contaminated groundwater in the area could be impacted by our project. WisDNR has told Wis-
On October 19, 2001, the OCR issued a final decision granting the petition of the WDOT to alter and close the railroad tracks in the vicinity of the project. In its final report, the OCR laid out the pilings issue and WDOT‘s analysis of the issue, as supported by WDNR. It concluded: “The environmental issues raised by the opponents have already been adequately addressed by the environmental assessment done by DOT. Requiring another EA or a full EIS would only serve to delay an important safety project without any likely environmental benefit.” R.39, Ex.1027, A.R. at 14112.
On October 24, 2001, WDOT and WDNR representatives attended the follow-up meeting to the September 20, 2001 meeting held by Rep. Jeskewitz regarding the contamination and environmental effects of the project. One of the Public Communication Records in the record includes a “Discussion Summary” which described the substance of the meeting:
SURE expert John Thresher‘s position:
- Alleges that groundwater contamination plumes (TCE and Arsenic) are approaching STH 164.
- Contends that pilings from new bridges would be a mechanism for contaminated groundwater to enter area wells (offered no proof).
- Believes that Waste Management Landfill is source of contamination.
- Wants groundwater monitoring wells installed in STH 164 right-of-way to determine if contamination is present.
- If contamination is not within right-of-way, pilings will not cause contamination to enter area wells.
WisDNR‘s position:
- Site has been monitored since about 1980. Contamination is present in shallow groundwater.
- Mr. Thresher‘s information is based on 1986 data, which is considered suspect.
- Based on existing site conditions, pilings could not be a mechanism for the contaminated groundwater to enter area drinking wells.
- There is no proof that contamination is migrating towards STH 164. Appears that concentration of contamination is reducing as expected.
- There is no definitive evidence that Waste Management Landfill is source of contamination.
- Don‘t believe monitoring wells are needed and can‘t legally make Waste Management install them.
- Recommend continued testing of private drinking water wells and replacement if problem occurs.
WisDOT‘s position:
- Have support from all the required agencies and have followed all environmental requirements.
- Concur with WisDNR‘s position on pilings.
- Cited article in ENR Magazine of study done by University of New Orleans that displacement piles would not likely form conduits for contamination transfer (we are using cast-in-place concrete piling—a displacement pile).
A.R. at 10440. In the next “Point Made” section of the Record, it stated: “WisDNR and WisDOT believe there is adequate proof to indicate that contamination has not migrated to the STH 164 right-of-way nor will contamination in excess of Health Advisory Limits ever migrate to the right-of-way. Further, pile driving will not cause migration even if contaminants are present.” Id.
On November 16, 2001, Mr. Gonyo sent a letter to Terrence Mulcahy, then-Secretary of the WDOT. Id. at 10586. This letter discussed a Town of Polk resolution opposing the Ackerville Bridge Project and requested that the Project be immediately ended. Id. A December 3, 2001 letter from Secretary Mulcahy responded by acknowledging the opposition but noting that safety is the primary goal of WDOT and the bridge option provides for the best effectuation of safety and other goals for the Project. Id. at 10587-10588.
On December 11, 2001, the WDOT received another inquiry from Wisconsin State Representative Michael (Mickey) Lehman asking whether there was any plan to clear up the contamination plume and whether additional testing was possible. The WDOT responded on December 21, 2001, recognizing the concern but concluding:
The DNR has stated that the driving of piling into the groundwater will not cause contamination to migrate into area wells. Based on these statements from the DNR, our position is that if drinking water well contamination occurs, it will not have been caused by our project and would fall under the jurisdiction of the DNR. Therefore, I am forwarding your letter to Charles Krohn, Southeast Region Water Leader, DNR, and asking that they respond to your questions, since they are experts on handling groundwater contamination.
Id. at 10575.
On December 13, 2001, the U.S. EPA sent a letter to Mr. Gonyo responding to his letter explaining the “Resolution of the Town of Polk Electors Opposing the Ackerville Bridge” Project and the County J Project. This letter stated that based on the information it had received from WDNR, WDOT and FHWA, U.S. EPA believed the potential contamination issues had been addressed adequately in the respective EA and EIS for these projects. Id. at 10477. The letter also responded to Mr. Gonyo‘s request for a Federal Superfund cleanup of the entire landfill area west of Ackerville, Wisconsin. In that regard, the letter noted that the environmental investigation report that U.S. EPA conducted on the site revealed no direct contact threats to the soil at the site and that there is no observed release of groundwater that can be attributed directly to the site. Id. “Therefore, the U.S. EPA did not recommend further investigation of the subject landfill.” Id.
Another public meeting on the contamination plume was held on January 30, 2002, at which State Representatives and Senators requested installation of monitoring wells in Ackerville. In a February 4, 2002 document entitled “Summary of the Groundwater Contamination in the Ackerville Area Washington County, Wisconsin,” Mr. Thresher again concluded that the contamination threatened Ackerville residents and discussed the pilings. On February 26, 2002, a document entitled “Public Health Assessment for Ackerville Area Groundwater” was released by the Wisconsin Department of Health and Family Services, Division of Public Health, on behalf of WDNR, the Washington County Health Department, and the Agency for Toxic
On February 27, 2002, then-WDOT Secretary Gene E. Kussart sent letters to the various state Representatives and Senators who had requested testing at the January 30, 2002 meeting, stating: “Although the [WDOT] has conformed to all environmental requirements for this project and [WDNR] and [FHWA] have indicated that our improvement project will not impact the groundwater, I have decided to accommodate your request.” R.39, Ex.1036, A.R. at 10545-10548. These wells were installed by STS Consultants in the vicinity of the Project for the purpose of “deter-min[ing] potential impacts of upgradient groundwater contaminant sources on areas of bridge pile support installation.” R.39, Ex.1038, A.R. at 10086. In an April 8, 2002 memorandum to “Files,” Mr. Bauman of WDOT noted the wells should be installed before construction and tested within a week of installation and quarterly for two years thereafter. The memo also noted:
WisDOT intends to turn over the results of all tests to the WisDNR for their use. It is our opinion that the WisDNR will be responsible to pursue and oversee any actions needed in response to the test results. The WisDOT, Dept. of Health and Family Services and the WisDNR all believe this project will not impact the groundwater in the project area whether contamination is present in the right-of-way or not. Therefore, we expect that regardless of what is found in the tested wells the project will not be delayed or changed in any way.
R.39, Ex.1039A, A.R. at 10119. In an e-mail dated April 24, 2002, Mr. Wade of WDOT reached the following conclusion based on the initial sampling results from the new monitoring wells:
The confirmation of permeable aquifer materials, upward hydraulic gradients, low contaminant concentrations, and lack of any apparent contaminant source in the immediate project area all reinforce our earlier conclusion that the project activities, including the driving of piles, will have no significant impact on the continuing migration of the contaminants in the project area. No modification of the highway project should be required.
R.39, Ex.1040, A.R. at 10079. In a May 2, 2002 memorandum from Mr. Fauble of WDNR to Mr. Wade of WDOT, Mr. Fauble stated that, per Mr. Wade‘s request, he had reviewed the initial monitoring data and that none of the data contradict his and Mr. Czarkowski‘s August 22, 2000 memo. Specifically, he noted that TCE levels were well below state enforcement standards, there were no detects of arsenic, and there were very low VOC detects.
Construction began on the Project in May of 2002, including the insertion of the pilings. On May 15, 2002, the U.S. EPA sent a letter to U.S. Senator Russ Feingold of Wisconsin concluding that the “U.S. EPA has determined that the Ackerville project will not significantly impact groundwater quality.” A.R. at 10474-10475. On June 25, 2002, the U.S. EPA sent “a follow-up letter” to a June 5, 2002 meeting that included Mr. Gonyo, other citizens and U.S. EPA staff. The letter noted that EPA staff “confirmed and reiterated” its position in the June 5th meeting that the “U.S. EPA does not believe that the Ackerville project will significantly alter long-term groundwater quality in this area,” and the letter also stated the agency does not believe sufficient reason exists to change its position. R.48 at 2.
2. County J/Highway 164 Project (Project # 2748-01-01)
On April 9, 2001, a final Environmental Impact Statement (“EIS“) was approved by the FHWA for the County J/Highway 164 Project for distribution to agencies and the public. On March 6, 2002, the FHWA adopted the selected alternative that was set forth in the EIS for “WisDOT Project I.D. 2748-01-01.” R.39, Ex.1045 at 12. This alternative “widen[s] County J/WIS 164 on its present alignment, and incorporates the existing roadway as part of the ultimate 4-lane facility.” Id. at VI. The Project extends for approximately 18 miles and abuts the Ackerville Bridge Project at its northernmost end. Id. at IV. The key objectives for this road-widening project include providing for increasing traffic demands and addressing safety concerns due to the traffic and current inadequacies of the roadway. Id. at IV-VI.
B. District Court Proceedings
On June 12, 2003, the district court denied Citizens’ motion for a preliminary injunction and ruled against Citizens on the merits. Before turning to the merits, the district court determined that the standing requirement was satisfied by at least some of Citizens’ individual members, as well as the association itself. It also held that Citizens’ claims were not moot or barred by the doctrine of laches because Citizens had filed after 150 of the 177 pilings (84%) necessary for the Ackerville Bridge Project were already in the ground. Both of these issues were thoroughly and correctly analyzed by the district court, and we shall not further discuss them.
As to the merits, the district court first determined that, overall, the defendants had taken the requisite “hard look” at the environmental consequences of the Project. Second, the court held that the defendants had considered sufficiently reasonable alternatives and had “made a fully informed decision to proceed with the alternative involving the overpass structure.” R.52 at 54. Finally, the court determined that the defendants made a “reasonable decision in establishing the project termini” and that the Ackerville Bridge Project had not been improperly segmented from the County J/Highway 164 Project. Id. at 56.
II
DISCUSSION
A. “Hard Look” at Environmental Consequences
This court‘s review of agency action under NEPA is governed by the APA. See Indiana Forest Alliance, Inc. v. United States Forest Serv., 325 F.3d 851, 858 (7th Cir. 2003). The APA instructs courts to set aside agency action only if it is “arbitrary, capricious, an abuse of discretion, or otherwise not in accordance with the law.”
NEPA sets forth a broad national commitment to protecting and promoting the environment. See Robertson v. Methow Valley Citizens Council, 490 U.S. 332, 349 (1989). Like the APA, NEPA “does not mandate particular results, but simply prescribes the necessary process. If the adverse environmental effects of the proposed action are adequately identified and evaluated, the agency is not constrained by NEPA from deciding that other values outweigh the environmental costs.” Id. (internal citations omitted). One process required under NEPA is that all federal agencies must prepare an “environmental impact statement” (“EIS“) for “major Federal actions significantly affecting the quality of the human environment.”
In evaluating whether an EIS is necessary, Council on Environmental Quality (“CEQ“) regulations instruct that the term “significantly” in the statute requires consideration of both “context” and “intensity.”
These considerations are often spelled out in the preliminary stages of a proposed project in an environmental assessment (“EA“). An EA is a shorter, rough-cut, low-budget EIS which is mandated when, as here, proposed action is neither one normally requiring an EIS nor one categorically excluded from the EIS process. See
In this case, Citizens alleges that the defendants failed to take a “hard look” at the environmental consequences of the Ackerville Bridge Project and that an EIS is required for the Project under NEPA and its implementing regulations. In assessing these contentions, we must, as a threshold matter, state with precision the question at issue. Both parties agree there are contaminants in the groundwater in the general vicinity of the Ackerville Bridge Project. They disagree as to the source of the contaminants and the extent
In this action, the only possible mechanism by which Citizens claims the Project will exacerbate this preexisting condition is through the bridge pilings. In their view, when driven into the groundwater, the pilings will create a zone of permeability that will allow the contaminants to flow to the private drinking water of Ackerville citizens. Thus, the narrow question before us is whether the pilings needed for the bridge will advance or exacerbate the migration of contaminated water toward private wells in the Ackerville area.3
Citizens, through its expert, Mr. Thresher, claim that “the coarse grains along the boundaries of the driven pilings would rotate due to the shearing thereby increasing the porosity, and consequently the permeability, of the sands and gravels near the pilings.” Appellant‘s Br. at 34. This is the principle of dilatancy, and in this case, it means the driving of pilings will create a zone of permeability (a space that chemicals can pass through) around the outside of the pilings that would allow contamination from lower levels to migrate upward and eventually into private drinking wells and water. Id. Defendants through their experts at the WDNR disagree and instead believe that the “relatively small increase in vertical groundwater movement which might be expected along open spaces surrounding even several dozen pilings is insignificant compared to the quantity of natural vertical move-
The April 2000 EA/FONSI for the Ackerville Bridge Project does not contain a specific discussion of the effects of the pilings. Rather, it discusses the required excavation, noting it will not reach the groundwater, and concludes: “The Department has determined that the potential for encountering and impacting hazardous materials during construction of this project does not exist. Therefore, there is no purpose or need for preparation of an EIS.” R.38, Ex.1003, A.R. at 00005. Other contemporaneous documents do contain general conclusions that the pilings will have no effect on the contamination. For example, the Addendum to the Phase I Report, also released in April of 2000, states without elaboration that it is “unlikely the pilings for the structure supports ... will cause an impact on plume movement or concentrations.” R.38, Ex.1015, A.R. at 00714. Likewise, Mr. Wade, a Hazardous Materials Engineer for WDOT, concluded in a March 14, 2000 letter that “it is also unlikely that project pilings or water detention/infiltration basins will cause an impact on plume movement or concentrations.” R.38, Ex.1009, A.R. at 00728. Although based on the evidence in the record, we believe the defendants knew the pilings would extend into the groundwater when the April 2000 EA/FONSI was issued,4 there is no “hard look” analysis to support the conclusion reached by the defendants that the pilings would not have a significant effect. In-deed, the defendants appear to acknowledge there was not a “hard look” analysis of the effect of the pilings in April of 2000; instead, the defendants rely on the post-EA/FONSI, August 22, 2000 memo of their experts at the WDNR as the basis for their “hard look.” See R.29 at 11 (de-
After the issuance of the final EA/FONSI, Mr. Gonyo requested reconsideration of the defendants’ decision in his July 7, 2000 letter to the FHWA. One concern specifically raised is that “the pilings will have to be driven into and below the contaminated groundwater table.” R.38, Ex.1017 at 2. The FHWA and WDOT were responsive to Mr. Gonyo‘s request and solicited the help of the experts at the WDNR in reevaluating the Project‘s impacts, including the effect of driving the pilings into the groundwater table, in order to respond to Mr. Gonyo. This exchange resulted in the August 22, 2000 WDNR memorandum authored by Mr. Czarkowski and Mr. Fauble, which states that “[d]riving pilings to depths greater than 30 feet could potentially encounter contaminated groundwater.” R.38, Ex.1020, A.R. at 12296. However, the memo goes on to conclude that the “relatively small increase in vertical groundwater movement which might be expected along open spaces surrounding even several dozen pilings is insignificant compared to the quantity of natural vertical movement.” Id. at 12297. As required by NEPA, this conclusion was “based on a consideration of the relevant factors,” Marsh v. Oregon Natural Res. Council, 490 U.S. 360, 378 (1989) (internal quotations and citations omitted), specifically, the makeup of the soil into which the pilings were to be driven, R.38, Ex.1020, A.R. at 12296. It also was not “clear error of judgment.” Marsh, 490 U.S. at 378 (internal quotations and citations omitted). Finally, the conclusion was arrived at by the defendants’ experts, on which they were entitled to rely to the exclusion of Citizens’ expert. Id. (“When specialists express conflicting views, an agency must have discretion to rely on the reasonable opinions of its own qualified experts even if, as an original matter, a court might find contrary views more persuasive.“). At this point, the defendants had taken a “hard look” and were in full compliance with NEPA and its regulations.
Although we could stop here, we have gone to great lengths in reciting the facts to demonstrate that from August of 2000 to the beginning of the construction in May of 2002, the defendants did not ignore Citizens’ concerns. Rather, the defendants attended meetings with state legislators in which Citizens’ representatives expressed their concerns, responded to Citizens’ various requests for information and reconsideration, ultimately agreed to install private monitoring wells to study the contamination despite the belief the Project would have no significant impact on the contamination, and reviewed, and had the WDNR review, the results of the initial monitoring from the newly installed wells and any effects those results might have on the Project. In addressing Citizens’ concerns, the defendants and WDNR also worked with other agencies including the U.S. EPA, Wisconsin OCR, and the Wisconsin Department of Health and Family Services, all of which confirmed the defendants’ conclusion that the Project would not significantly affect the groundwater contamination. To be sure, the defendants did not change their position as result of Citizens’ requests and challenges, but they were not required to do so. See Robertson v. Methow Valley Citizens Council, 490 U.S. 332, 350 (1989) (stating that NEPA “simply prescribes the necessary process” but “itself does not mandate particular results” (citations omitted)).
In taking a hard look at the environmental consequences, the the defendants also made a reasoned determination that an EIS was not required. As noted previously, an EIS is only required for “major Federal actions significantly affecting the quality of the human environment.”
The defendants also did not fail to consider “the degree to which the effects on the quality of the human environment are likely to be highly controversial.” Id. § 1508.27(b)(4). Citizens has met its initial burden of establishing that the Project was highly controversial, as we recently defined that term in Indiana Forest Alliance, Inc. v. United States Forest Service, 325 F.3d 851, 858 (7th Cir. 2003) (“[T]his factor considers whether there is a substantial dispute about the size, nature or effect of an action in the relevant community.“). However, that is only the first step in the analysis. As we further explained in Indiana Forest Alliance, if the plaintiff meets the initial burden,
the agency must consider the dispute and address the concerns in its final decision. This two-step approach recognizes that as long as the agency has taken a “hard look” at the relevant issues involved in the preparation of an EIS and satisfactorily explained its subsequent decision, the agency decision should not be set aside.
Id. at 858. In this case, the defendants did just that. See R.38, Ex.1020, A.R. at 12295-12296; R.38, Ex.1022, A.R. at 06225. The mere fact that there is still disagreement or that Citizens’ expert disagrees with the defendants’ experts does not render the defendants out of compliance under this factor. See Indiana Forest Alliance, 325 F.3d at 861 (citing multiple cases for the proposition that scientific dispute does not render an agency‘s action arbitrary and capricious).
Finally, the defendants considered “the degree to which the possible effects on the human environment are highly uncertain or involve unique or unknown risks.”
Before moving on, we must address one last contention by Citizens. Citizens argues that this analysis is faulty because, temporally, our “hard look” analysis should extend only to April of 2000, when the defendants formally issued the EA/FONSI. The defendants did not stop with the issuance of the EA/FONSI, however, and we believe neither should our analysis. First, we do not believe this runs afoul of the administrative record requirement. “[T]he focal point for judicial review should be the administrative record already in existence, not some new record made initially in the reviewing court.” Camp v. Pitts, 411 U.S. 138, 142 (1973). The “hard look” inquiry is focused on “the full administrative record that was before the Secretary at the time he made his decision.” Citizens to Preserve Overton Park, Inc. v. Volpe, 401 U.S. 402, 420 (1971) (emphasis added). Although the formal “decision” of no significant impact was made at the time of the April 2000 EA/FONSI in this case, the defendants reconsidered their position pursuant to the July 7, 2000 request of Mr. Gonyo. With the analysis of the experts at the WDNR, as memorialized in the August 22, 2000 memo, the defendants took a “hard look” at the consequences of the pilings and made a further “decision” that the EA/FONSI was valid and thus there was no need to withdraw the documents. Mr. Madrzak of the FHWA e-mailed Mr. Tufts of the FHWA, the addressee of Mr. Gonyo‘s request, following completion of the August 22, 2000 memo: “The DNR note [August 22, 2000 memo] confirms the information contained in the revisions to the Environmental Assessment. The FONSI remains valid despite Mr. Gonyo‘s objections. We will respond accordingly to his request for FHWA to withdraw approval of the FONSI.” R.11, Ex.5 (attached e-mail).
The purpose of confining judicial review to the administrative record is to ensure that agencies adequately evaluate their proposed course of action before they act and do not simply attempt to justify rash, uninformed actions through ” ‘post hoc’ rationalizations” once they are aware they are being sued. Citizens to Preserve Overton Park, 401 U.S. at 419 (quoting Burlington Truck Lines v. United States, 371 U.S. 156, 168-69 (1962)). The defendants in this case did not begin construction until May of 2002 and were not in-formed they were being sued until about the same time. See R.52 at 40-41. There-fore, the documents in the record that were developed in the months following the issuance of the April 2000 EA/FONSI, including the August 22, 2000 memo, were analyzed approximately a year and a half before the defendants even knew they were being sued and took the action, the construction, in dispute. These documents establish that in reconsidering the decision to release the EA/FONSI, the defendants did indeed take a “hard look” at the possibility of increased contamination caused by the pilings. This is not the kind of post-hoc rationalization the Supreme Court has counseled against through the administrative record requirement. See Citizens to Preserve Overton Park, 401 U.S. at 419 (discussing the invalidity of affidavits prepared for litigation). To now ignore the analysis in the months subsequent to the formal EA/FONSI would not only require us to elevate form over substance, but it would also require us to ignore the fundamental purpose of NEPA, to ensure that agencies consider the environmental consequences of their actions
Beyond the relevant administrative record, our position might be criticized for looking past the date on which the defendants officially stamped the EA/FONSI because these documents are intended to be the culmination of an agency‘s environmental assessment. Cf. Southwest Williamson County Cmty. Ass‘n v. Slater, 976 F.Supp. 1119, 1123 (M.D.Tenn.1997) (find-ing that the issuance of an EIS is a final agency action), aff‘d in part and vacated in part, 173 F.3d 1033 (6th Cir. 1999). NEPA and its regulations require agencies to take a “hard look” at the “significance” of the consequences of their actions before issuing an EA/FONSI, see
In this regard, the Supreme Court has instructed that “NEPA does require that agencies take a ‘hard look’ at the environmental effects of their planned action, even after a proposal has received initial ap-
Not only are agencies required to reevaluate their original documents, but sometimes they are also required to supplement formally the prior environmental documents. NEPA itself does not expressly address post-decision supplements to an EA/FONSI, and neither do the implementing regulations. The regulations do discuss when an EIS must be formally supplemented, and the Supreme Court has elaborated on this requirement. See Marsh, 490 U.S. at 370-84;
B. Reasonable Alternatives
NEPA requires that agencies “study, develop, and describe appropriate alternatives” to major federal projects.
We have stated that logically and legally, an agency is required to address three questions in considering alternatives. See Simmons v. United States Army Corps of Eng‘rs, 120 F.3d 664, 668 (7th Cir. 1997). “First, what is the purpose of the proposed project (major federal action)? Second, given that purpose, what are the reasonable alternatives to the project? And third, to what extent should the agency
The defendants set forth three purposes for the Ackerville Bridge Project. The “primary purpose” is to address safety considerations flowing from the layout of the roads and the close proximity of the railroads. R.38, Ex. 1003, A.R. at 00004. Another purpose is to bring the existing facility into compliance with State Trunk Highway standards, which govern the necessary requirements for a road to support truck traffic. Id. at 00013. A “secondary purpose” is to provide for future expansion of the roadways due to increasing traffic in the region. Id. at 00004.
Given these three purposes, we hold the defendants considered a sufficient number of reasonable alternatives and explored them to the extent necessary for this Project. See Simmons, 120 F.3d at 668. In its “Summary of the alternatives considered” in the EA/FONSI, the defendants first considered a “No Action” alternative, under which no action would be taken other than routine maintenance. R.38, Ex.1003, A.R. at 00013. However, they concluded this alternative did not ad-dress any of the concerns with the existing roadway facility. The defendants also discussed their “Recommended Alternative,” which was eventually implemented. Id. Finally, they considered four “Other Alternatives,” but found them all lacking for various reasons, including safety concerns and cost-efficiency. Id.
The defendants also specifically responded to the alternative Citizens urged, and which Citizens now claims was rejected for pretextual reasons. Citizens’ proposal included re-aligning the intersection at STH 164 and STH 175 to a right angle, reducing the steep hills along STH 164/STH 175 to a right angle, adding traffic gates at the railroad crossings, and adding signals at the STH 164/STH 175 intersection. Citizens alleges that this option was rejected because the defendants’ true primary motive for some time has been a “desire to preserve a corridor for a possible future 4-lane roadway.” Appellant‘s Br. at 42 (quoting A.R. at 00004). This purpose is why the defendants opted for building an overpass structure instead of opting for its proposal, which would adequately address the safety concerns. Id.
As an initial matter, this view of pretextual motive is not supported in the record. The EA/FONSI states:
The main purpose and immediate need for the STH 175 to STH 60 project is to correct a safety problem at the STH 164/175 intersection, correct a hazardous at-grade train crossing on STH 164 by building a bridge to cross over the train tracks and reconstruct the existing 2-land roadway to correct a deteriorating pavement situation. A secondary focus of the project is to preserve a corridor for a possible future 4-lane roadway.
R.38, Ex.1003, A.R. at 00004. This prioritization is confirmed in multiple other documents. For example, the defendants performed an “Accident Analysis Report,” which analyzes the safety concerns necessitating this Project and provides ample statistical data on the safety issues. R.38, Ex.1004, A.R. at 05409-05415.
Regardless, the defendants specifically analyzed Citizens’ proposal and found it lacking with respect to all three purposes of the Project:
Substantial impacts to the town of Ackerville would occur by re-aligning either roadway. Adding gates at the railroad crossings would not address the fact that there are currently long delays due to the amount of train traffic here. This will only worsen in the future since Wisconsin Central Limited has plans to double the train traffic on these lines. The installation of signals does not guarantee safety. The close proximity of the rail-
road tracks to the intersection may cause traffic to back-up past the tracks while waiting to clear the intersection. This proposal does not address the need for the project in regards to state trunk highway standards. The 11% grade just north of the intersection, inadequate shoulder widths, poor pavement structure, and the inadequate stopping sight distances throughout the project are all substantial features of this highway which are not addressed. Also, the need for future expansion to 4 lanes has not been addressed.
R.38, Ex.1003, A.R. at 00006.
Given that the environmental impacts of this Project were found by the defendants to be insignificant, the defendants satisfied the requirement that they consider reasonable alternatives. We are not entitled to second-guess the defendants’ reasoned and informed determination that the public interest, including the public safety, would be better served if the preferred alternative were built.
C. Segmentation
Segmentation, as the name suggests, ad-dresses an agency‘s decision on where one project ends and another begins. “In order to ensure meaningful evaluation of alternatives and to avoid commitments to transportation improvements before they are fully evaluated.” FHWA regulations require that each action evaluated in an EIS or FONSI:
- Connect logical termini and be of sufficient length to address environmental matters on a broad scope;
- Have independent utility or independent significance, i.e., be usable and be a reasonable expenditure even if no additional transportation improvements are made; and
- Not restrict consideration of alternatives for other reasonably foreseeable transportation improvements.
“Piecemealing” or “segmentation,” which Citizens alleges occurred in this case, “allows an agency to avoid the NEPA requirement that an EIS be prepared for all major federal action with significant environmental impacts by segmenting an overall plan into smaller parts involving action with less significant environmental effects.” City of West Chicago v. United States Nuclear Regulatory Comm‘n, 701 F.2d 632, 650 (7th Cir. 1983). The purpose of segmentation review is not for a court to decide whether or not an agency drew the correct lines when putting the boundaries on its projects. Rather, “[s]egmentation analysis functions to weed out projects which are pretextually segmented, and for which there is no independent reason to exist. When the segmentation project has no independent justification, no life of its own, or is simply illogical when viewed in isolation, the segmentation will be held invalid.” Save Barton Creek Ass‘n v. FHWA, 950 F.2d 1129, 1139 (5th Cir. 1992) (internal quotations and citations omitted). Thus, we are looking for agency action that ignored, or gave insufficient weight to, the factors set out in the regulations in an attempt to avoid the requirements of NEPA.
Citizens claims the County J/Highway 164 Project was impermissibly segmented from the Ackerville Bridge Project to allow the defendants to avoid performing an EIS on the Ackerville Bridge Project. The County J/Highway 164 Project is 18.1 miles and its northernmost point abuts the Ackerville Bridge Project, which is 1.3 miles. Thus, Citizens asserts, of the 19.4 miles of the highway being worked on, only 1.3 miles will not be the subject of an EIS, and this 1.3 miles
We agree with the district court that these arguments are not persuasive. In the EA/FONSI, the defendants explicitly considered the three criteria for segmentation set out in
The second factor, independent utility, is the most important factor in highway cases such as this. See id. (“In the context of a highway within a single metropolitan area, as the case at issue—as opposed to projects joining cities—courts have focused more on the factor of ‘independent utility‘.” (citations omitted)). With respect to this factor, the EA/FONSI pointed out that neither the bridge construction project, with its safety focus, or the County J/Highway 164 Project, with its expansion focus, require the construction of any other projects to be usable.
Finally, as to the third factor, restriction of alternatives, the Ackerville Bridge Project contemplates, rather than restricts, future roadway projects, including the possibility of a four-lane project if found to be needed. See R.38, Ex.1003, A.R. at 00004. Indeed, making space for future expansion was a “secondary purpose” for the Project in the first place.
In sum, the defendants analyzed the relevant factors set out in
Conclusion
For the foregoing reasons, we affirm the judgment of the district court.
AFFIRMED
Project Location
SECTION 7 WEBSITE & NEWSLETTER
RIPPLE
UNITED STATES CIRCUIT JUDGE
Notes
R.38, Ex.1009, A.R. at 00728 (emphasis added). This language is mirrored in the April 2000 Addendum. R.38, Ex.1015, A.R. at 00714. Furthermore, just months after the issuance of the April 2000 EA/FONSI, Mr. Gonyo wrote a letter to the FHWA requesting reconsideration of the FONSI, and this letter stated: “[T]he pilings will have to be driven into and below the contaminated groundwater table.” R.38, Ex.1017 at 2. Finally, the WDNR was involved in this Project well before the issuance of the April 2000 EA/FONSI, see R.38, Ex.1003, A.R. at 00005 (Basic Sheet 2) (discussing “extensive coordination” with the WDNR in finding no significant impact), and Mr. Fauble of WDNR later noted in a correspondence: “When I first reviewed the environmental concerns regarding this project as part of the team here at DNR, I was aware that pilings would be driven below depths of 30 feet, which is where the groundwater occurs.” R.39, Ex.1031, A.R. at 13827.The water table for this region is approximately 30 feet below the ground surface. If construction plans for the footings require only 4 to 5 feet of excavation, it is very unlikely that contaminated groundwater will impact the project. It is also unlikely that project pilings ... will cause an impact on plume movement or concentrations.