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HomeMy WebLinkAboutNCD980602163_19811231_Warren County PCB Landfill_SERB C_Misc. Undated Material, 1981-OCRl</91 DEPTH TO STATIC WATER LEVEL COUNTY BORING NUMBER MEASURED WATER DEPTH Harnett 1 (22' -No Water) 2 (22' -No Water) 3 22' Granville 1 22' 2 (17' -Rock -No Water) 3 (12' -Rock -No Water) Lee 1 7, 2 6' 3 8.7 1 Warren 1 18.5 1 2 (20.6' -No Water) 3 13.8 1 Frankl in 1 ( 3, -Rock -No Water) 2 ( 7' -Rock -No Water) 3 (11.5 1 -No Water) 4 (21 1 -No Water) 5 ( 3, -No Water) Halifax 1 14. 3' 2 14 .5' 3 18.6 1 Wilson 1 10' 2 8' 3 6' COUNTY Johnston Nash Edgecombe - 2 - DEPTH TO STATIC WATER LEVEL BORING NUMBER 1 2 3 MEASURED WATER DEPTH ( 19 1 -No Water) 13 1 7.5 1 PERMEABILITY AT 95 PERCENT STANDARD PROCTOR (AT OPTIMUN MOISTURE) Franklin 5.3 X -7 10 cm/ sec Warren 5.1 -7 x 10 cm/sec Lee 2.6 -7 x 10 cm/ sec Johnston 7.2 X -6 10 cm/sec Harnett 1.3 X -5 10 cm/ sec Halifax 4.2 X -8 10 cm/sec Granville 1.2 X -7 10 cm/ sec Wi 1 son Test Not Completed Nash Test Not Completed Edgecombe Test Not Completed , AJ6 W ·~ II) 6 W /171£12- ~ l) f,(ff ,lf/L AJo IA./~ /J b wAr7;1't.- lJ,-/ JJW I' I-/"l) rJ-_ ~I ~ 3-v r~ /.. AID ~,4-7'",f;L rL'V ;J.' 13 I -3_ ?,s / I 1· I 2 CO~1UNITY RELATIONS PLAN--PCB IN N.C. In the summer of 1978, transformer oil laced with PCBs was dumped illegally along more than 210 miles of rural roads in 14 North Carolina counties . Since that time , the state of North Carolina actively has sought to remove the PCB -laiden soil from the roadsides to an EPA-approved landfill site in Warre n County , but court action has prohibited state officials from taking r emedia l action . To determine how much soil should be removed from the affected roadbeds , state a nd federal environmental experts coilducted an extensive soil sampling survey in the fall of 197 8 . Periodic sampling has been done by the state since that time. In an effort to study more fully the effects PCB might have on the environment over ext ended periods of time, the Environmental Protection Agency proposes to conduct anothe r soil sampling survey along the roadsides in North Carolina this year . Federa l Resource Cons e rvation and Recovery Act funds will be used for the survey , which wil l be contracted by the EPA . Prior to the survey , it will be necessary to notify the general public of EPA 's intentions, and the state 's role in the sampling process . Media coverage of the PCB dumping in North Carolina,and the civil and criminal actions that have followed, has been e xtensive . The refore it will not be nece ssary to conduct a massive media or public awareness campaign to inform the c itizens of the state about the PCB 2 problem. Several steps are r e commended, however, to insure that a ll North Carolinians are aware of EPA's intention to do more sampling, the purpose of the sampling, and the sampling results when the y become available. (1) When a date for the sampling is established, a press advisory should be mailed to all weekly and semi-weekly newspapers in the state , as well as to all daily papers, both /Jlr'I) wire services,\all radio and television stations. The advisory should be designed to fit the format of the medium to which it is being sent . 0:!!2._lic servic~ A r e corded~uld be mailed, for instance , to all radio stations if it is deemed appropriate by the agencies involved . Special care should be given to /u,t1 inform the media representatives in the 14 counties where the PCB was dumped: Alamance, Chatham, Edgecombe, Franklin, Granville, Halifax, Harnett, Johnston, Lee, Nash, Person, Wake, Warren, and Wilson counties. All p r ess advisories should explain as simply and as completely as possible the sampling procedure, the r eason f o r the sampling, and other pertinent information. The name of a contact person in the state should be included in the advisories in case additional information is desired . This contact person will be the state spokesperson for the project, and information should be released only with his prior approval . His telephone number should be made available to the press. Since the EPA will be the lead agency for the project, a federal spokesperson also should be appointed , and this person should approve all information before it is released . 3 (2) All public officials in the affected counties ~ J ( c ounty commissioners, city manager, county manager~ city commissioners, etc .) shou ld be£ ] informed of the sampling program before the information appears in the media. These fhe,I officials1,will illllllll be able to respond to any general questions that might arise from their constituents. An information packet could be provided to county and city officials as well as to the press as one method of answering any questions before they arise. A toll free numbe r will be provided through the Department of Human Resources' "Care Line" so that the general public can call in any questions or concerns that they might have. (3) The designated state spokesman for the sampling project should visit as many samp ling sites as possible during the first few days of the program to familiarize himse lf with the procedures involved, and to be on hand in case local media representatives have any questions. It should be made clear to all consultants working with the sampling program that no information is to be released without the approval of the state and federal contact persons. (4) The consulting engineer for the project should be utilized as a source of information when compiling data for release to the media on the more technical issues involved (the sampling procedure, for instance). (5) While a state contact person should be on hand t o handle press inquiries, all written material should be released jointly through the state and the EPA, or from the 4 EPA regional office (with prior state approval). The results of the sampling should b e released by the EPA, with state approval. At all time s it should be made clea r that information will be released as quickly and as accurately as possible through the proper sources. It is e xtremely important that this information come only from designated federal and state spokespersons in order to avoid confusion, and to insure that corre ct informa tion is released . ### PROPOSAL Introduction North Carolina and Environmental Protection Agency have established the cleanup of PCB's dumped along North Carolina highway shoulders as the State's highest priority for action under CERCLA. Until recently, North Carolina has been enjoined from proceeding with cleanup and disposal by an order of a U.S. District Court. There is currently no legal restraint prohibiting North Carolina from proceeding with cleanup and disposal. Once the injunction was removed, North Carolina took immediate steps to secure bids and award contracts for construction of the landfill as proposed in the State's environmental impact statement. (EIS ) The State received bids from several contractors and must award a contract by March 21, 1982 or reject all bids. The State currently has no source of funds which will enable it to enter into a contract. Extensions of the date for awarding the contract are legally possible but only with the concurrence of the low bidder. The State has engaged in extensive work to determine the necessity and feasibility of removing and disposing of con- taminated soils. An environmental impact statement has been prepared and has withstood judicial review. Several hundred thousand dollars of out-of-pocket expenses have been incurred by the State in addressing this issue. The State is anxious to work with the Environmental Protection Agency to take the steps necessary to secure funding under CERCLA so that the clean-up and disposal of the contaminated soil can proceed in the most expeditious manner possible. To this end the State would like to secure a commitment of funds from EPA under CERCLA to undertake the following basic plan of action. Outline of Plan 1. Access Road Undertake construction of the access road to the landfill site by the N. C. Department of Transportation. (DOT) 2. Landfill Construction Begin construction of the landfill by a private contractor in accordance with plans approved by EPA. (Ideally, the State needs to have a commitment of funds by March 12 so that the contract can be awarded at the last meeting o~ the Capital Building Authority before the expiration of bids. It may be possible to extend the time for awarding the contract if the low bidder agrees.) -2- 3. Sampling and Testing Initiate a soil sampling program by the State with testing by a private contractor to identify any soil which needs to be removed in addition to the 3'' x 30" strip specified in the State EIS. The suggested scope of such a plan is as follows: a. Erosion Areas -Visually survey the entire 210 miles and identify areas where erosion appears to have occurred. In areas of channel erosion or gulley erosion a com- posite sample would be taken from the deposition fan of sediment at the end of an erosion channel. A second sample would be taken downslope from the sediment fan. For sheet erosion a composite sample will be taken from the sediment fan and three additional composite samples will be taken at the predicted edges of the fan. All laboratory analyses will determine whether concentration of PCB's is equal to or greater than 50 mg/kg. b. Beginning and End of Dump Sites -Composite samples will be taken just beyond the 4. Pickup starting and stopping points already identi- fied and at all intersections. If quantities indicative of dumping are detected, addi- tional sampling will be undertaken to deter- mine the extent of the additional contaminated soil. Once the landfill is completed pickup will begin in the areas already identified plus any additional areas identified as a result of additional sampling. Pickup will be done by the N. C. Department of Transportation in accordance with the plan specified in the EIS. Five pick-up crews will be working simultaneously in dif- ferent geographic areas. Contracts with private firms for hauling may be utilized on an as-needed basis so as to assure the quickest closing of the landfill. 5. Sequence of Events Road construction and sampling can begin as soon as funding is available. Landfill construction should begin as soon as the access road is constructed. DOT can identify the five locations which it prefers to begin pickup, and sampling can be scheduled to coincide with the preferred pick up sequence. This will identify additional pick-up areas in the same order as the planned pick-up. -3- Conclusion The State respectfully requests that a cooperative agreement be entered into immediately which will provide funding for construction of the landfill and removal of 3" x 30" by 211 miles of contaminated soil. The agreement will also contain provisions for a sampling and testing program to identify any additional areas outside of the 3" x 30" strip which should be removed and taken to the landfill. • IP1;{1Jl Ti Ll'H/fJJ1..:: C ,t::J~ (J/3 ~//4t l,c/J ]0~/9-d'~J .l) C>; S(.)/J11 ~A-J;f/.a_ r'/1{, ~19 t,oµ J"'7l'ltCA 71()4.f ._ (!_') S t.,)/3,/JD/J}'"S 6Yc. /.Jd ~Rov/~..J ~-,?.//..:-~ <OA...-r1.r~"t/PA/ u r t: -('OA-CL U.>/011.,-! WI£(._ /)~ 1:·/JJ lt/!&u,~1,i.,/, ;(},t1.l'1J t£) -,_,JtJl s ,CJ ,,.,/'<--t .t. ~ .,,.:c::,..,.e Sur'✓.'-4>/~~ { 4,u.. ,CuA4.J;ttJ/J 1.1.; '1~ ;,,P S ~A.~ d .,,.::U,vl)) -,JC... RC/2/J Fll;v0£.0 NO l / /2£.SUlTS / CC>NCLL15IONS ANO DA 7/9 6£NER-4 r£D / CAN 8£. 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Depending on the concentration and form PCBs can be treated, incinerated or landfilled. Since the chemical attaches to soil, the contaminated soil must be handled and that limits the treatment possibilities. Incineration for a large volume of soil is simply not practical because dirt will not burn. For PCBs to break down, a very high temperature is required (over 2000 F) so burning is not a workable technique for 40,000 cubic yards of soil. PCBs mixed with oil in certain concentrations can be chemically treated, but the process does not work on contaminated soil. Biological treatment has also been considered, but it is an unproven technology that requires very carefully controlled conditions. It is not practical to experiment with a 210 mile spill area. Disposal in a well designed landfill is the only proven technology with any hope of success. The landfill has many safety features including ~rtificial and natural liners, leacheat collection systems and monitoring devices. Given the care that went into the design and construction of this facility, it seems extremely unlikely that any contaminated soil will leave the site. 6. Why is the landfill located in Warren County? Originally over 100 possible locations were screened, and the best 11 were tested for soils, hydrology and other factors. The list was narrowed down further by a strict evaluation of technical factors and the Warren County site emerged in every analysis as the best overall choice. 7. Is there any truth to the rumor that other hazardous materials and landfills will be located in Warren County? Absolutely not. The 140 acre site purchased by the State cannot be expanded. Twenty acres will be used for the landfill, monitoring wells, access roads, etc; the remaining 120 acres has already been deeded back to Warren County to serve as a buffer and provide assurance that the site wouldn•t be expanded. Only soil contaminated in the 1978 roadside dumping will be placed in the landfill. 8. Where can I get questions answered about this project? Call Careline at l-800-662-7030. I r JAMES B. HUNT. JR. GOVERNOR ST ATE OF NORTH CAROLI NA DEPARTMENT OF HUMAN RESOURCES 32!5 NORTH SALISBURY STREET SARAH T . MORROW. M.D .. M.P.H. RALEIGH 27611 QUESTIONS & ANSWERS ON PCB SECRETARY TELEP'HONE 11111/733-4!534 1. A lot has been said about the PCB problem in North Carolina; what are characteristics of PCBs and why are they a problem? PCBs or polychlorinated biphenyls have been in regular use in a variety of products for nearly 50 years and are especially valued in industry because of their insulating properties and the fact that they are virtually indestructable. Because this chemical has been so widely used it is found in low levels almost everywhere in the environment including in over 90 percent of the U.S. population. Because they are so long lasting in the environment, (it is estimated that it may take 500 years or more for PCBs to break down) PCBs can accumlate in the food chain and hence build up in the bodies of human beings at the top of the food chain. To prevent this effect, it is necessary to prevent the release of PCBs into the environment. 2. Aren't PCBs toxic? Yes, especially in acute exposures, but in the case of this North Carolina roadside spill acute exposure is not as great a danger as the release and buildup in the environment over a long period of time. The most common use is for PCBs to be mixed in oil for use in electric transformers. In this usage the mix is usually about 30 to 70 percent PCB. It is thought that the illegal dumping in 1978 involved material in about this concentration. ,. 3. How much contamination is there? Since the PCB oil was spilled over such a long route (210 miles), a very large volume of soil will have to be picked up to assure that the PCBs are cleaned up. This of course will further reduce the concentration. In the estimated 50,000 tons of soil to go into the landfill, only a small fraction of 1 percent is actually PCBs. (more) ♦ Site Person Warren Chatham Alamance Granville Wake Wilson Nash Edgecombe Halifax Johnston Franklin Harnett Lee /79 I COUNTY SANITARY LANDFILLS Location SR 1552 SR 1600 U.S. 64 W ~ 5 mi. W of Pittsboro SR 2158 SR 1423 SR 1172 SR 1503 SR 1411 SR 1601 SR 1103 SR 1503 SR 1109 SR 1725 SR 1177 (Access road has another II) .. I .. I . I a-ro .. ) -... I;, NV . .. -·· --. ·•• -·· ~ _ __ __ /: _ __ S!rt(Ns11t1_/i.."c &,:,1i,;/J1b,,;(6op;1,) .... _ _ _ _ _ ... . .. _ ..... Ii ---------··~ ·-·-·--... f.:'Jl~1 ~t., /~~/~~K 32c) .............. 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L . ___ . . . __ t'Jf~~ ( 4. .. //{o!) _ ,ob;;7://..5 /f{l"11) _ .. __ _____ _ j ~ ~ll>1p ('?.) _; ool):511 1., _ _ _ _ __ _ _ _ _ _ _ __ .. . .. s-ro .. _ ... . . : ! _ R:11111111,M,. 61/to/1 ; ~ ( zx / j II 1-U 5) _ .. . :; . ___________ .. _lf,,.f·/,f/_~ __ {t-e;Ei/f _(111/!J,/);_µ_l;,(t'tj) w1r;.I ~11,0 . 9 <!o?:J .... -•• -~. -I' -~, " •. ' •• '\,., I,. I-'-<lQ/../.:/1¥--C.-/b:t.&7). _t/J_ ()_~{ ., -·--·-~: .$ lllS::Z::L : ___ -,.___ f;1.,))? c;7 1(,,~/,1/'I &:1!r . ·----~------pmyp-~~~-· . ,4/,A.,!j ,IJ-<... /)lo ;t I r !,11: r~?f (k;..; 1 . ________ _ . _ _ __ .. {-~ f z«lJ I Smy;k.:; ________ _ . _ ___ __;itf &uu:-(~tL St1;.,y,1/£5 ------······ ~ 1v/tC~u.dw11-t-r 1JlJ1LtiZJl'1 .. r 7~ _______ -···-·-_ -- ::;cf S,~h i~p&..~ _ fzcoph>y/4) _ ... ;ll IJ1-"' J;'bt<J./ i' .rs () 0 'b ·----:5-::r-47f:t) __ ;J,t) aa-t> ;;;.. _(;?jD "qz..m .tJ ·t av ,,-, 3 '17~{9 !),,:f'D -t /?1:, 431/, ZG . .. /4800 l 6&o PERMEABILITY AT 95 PERCENT STANDARD PROCTOR (AT OPTIMUN MOISTURE) Franklin 5.3 X -7 10 cm/sec 5. 1 -7 Warren X 10 cm/sec Lee 2.6 -7 x 10 cm/sec Johnston 7.2 X -6 10 cm/sec Harnett l.3x -5 10 cm/sec Halifax 4.2 X -8 10 cm/sec Granville 1.2 X -7 10 cm/ sec Wilson Test Not Completed Nash Test Not Completed Edgecombe Test Not Completed Wilson V,sh Warren Frankl in Granville Lee Harnett Johnston Halifax Edgecombe NORTH CAROLINA PCB INVESTIGATION High Water July 11, 1979 James H. Scarbrough Probab.ly only way -artificial liner Mostly out of ground Probably OK (maybe liner required) OK with liner OK with liner if home well Up gradient (probably no) Technically OK but county said no on specific trench location OK with liner maybe above ground OK with liner Property leased Owner says no OK with liner;, control water table ~;~Q, LJ,<.)!-/Z... OK may want to .. to reduce pub 1 ic opposition OK with liner probably/partialy out of ground check creek July 11, 1979 James H. Scarbrough INVESTIGATION COUNTY LANDFILL PERCENT COUNTY WATER LEVEL PERMEABILITY PASSING LL PI COMMENT (.0000001) (30) (30) (IT) /Wilson (1000) 6-8-10 ? 76 61 41 Above ground only way J Nash (3000) 91 48 18 Probably OK /warren (4200) 20 .00000051 58 46 11 Liner required Franklin ( 3296) Rock .0000005.3 45 30 11 OK with · liner 12-22 Drinking water /4anville well within 350 1 ] (2720) 22-17-12 .0000001.2 92 56 22 County says not at this location Person County Says No Alamance County Says No Wake County Says No Lee (1065) l-6-9 .0000002.6 34 28 12. Liner Required ~arnett (3100) 22 .000013 26 23 NP Liner Required /s'ohnston (2720) 19-13-7.5 .0000072 27 27 NP Liner Required /41ifax (1600) 18-14 .000000042 67 47 24 OK Edgecombe (2000) 64 35 17 Distance to stream Liner??? Partially out of ground .. I J_ f~-Pcv,!J )*p.,.___l·' 'ITT,. L/::"\ ;-{"5 _jJ · ..1..1., . V ·-·· ·--> ---------·, PERMEABILITY AT 95 PERCENT STANDARD PROCTOR (AT OPTIMUN MOISTURE) Franklin -7 5.3 x 10 cm/sec Warren -7 . 5.1 x 10 cm/sec -7 Lee 2.6 x 10 cm/sec Johnston -6 7 .2 x 10 cm/sec Harnett -5 1. 3 x 10 cm/ sec Halifax -8 4.2 x 10 cm/sec Granville -7 1.2 x 10 cm/sec Wilson Test Not Completed Nash Test Not Completed Edgecombe Test Not Completed -( ( DEPTH TO STATIC WATER LEVEL COUNTY BORING NUMBER MEASURED WATER DEPTH Harnett 1 (221 -No Water) 2 (221 -No Water) 3 221 Granville 1 221 2 (171-Rock -No Water) 3 (121-Rock -No Water) Lee 1 71 2 6' 3 8.71 Warren 1 18.51 2 (20.61 -No Water) 3 13.81 Franklin 1 ( 31 -Rock -No Water) 2 ( 71 -Rock -No Water) 3 (11.51-No Water) 4 ( 211 -No Water) 5 ( 31 -No Water) Halifax 1 14 • 3 I 2 14 .5 I 3 18.61 Wilson 1 101 2 81 3 61 J· COUNTY Johnston Nash Edgecombe - 2 -DEPTH TO STATIC WATER LEVEL BORING NUMBER 1 2 3 MEASURED WATER DEPTH --(191 -No Water) 131 7.5• SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE WILSON COUNTY LANDFILL BORING MEASURED WATER DEPTH -7 Permeability - 1 x 10 cm/sec Percent Passing #200 Sieve -76 LL -61 PI -41 SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE NASH COUNTY LANDFILL BORING MEASURED WATER DEPTH -7 Permeability -1 x 10 cm/sec Percent Passing #200 Sieve -91 LL -48 PI -18 22' 22 1 SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE WARREN COUNTY LANDFILL BORING MEASURED WATER DEPTH -7 Penneability -5.1 x 10 cm/sec Percent Passing #200 Sieve -58 LL -46 PI -11 18.51 20.6 -No Water SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE GRANVILLE COUNTY LANDFILL BORING -7 Permeability -1.2 x 10 cm/sec Percent Passing# 200 Sieve -92 LL -56 PI -22 MEASURED WATER DEPTH 22' 17 1 -No Water 17 1 -No Water SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE HARNETT COUNTY LANDFILL BORING Bl MEASURED WATER DEPTH 22 ' -No Water 22 1 -No Water 22 1 Permeabilit y -1.3 x l0-5crn/sec Percent Passing #200 Sieve -26 LL -23 PI -Non-Plastic SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE JOHNSTON COUNTY LANDFILL BORING MEASURED WATER DEPTH -6 Permeability -7.2 x 10 cm/sec Percent Passing #200 Sieve -27 LL -27 PI -Non-Plastic 19 1 -No Water 13 1 SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE HALIFAX COUNTY LANDFILL BORING MEASURED WATER DEPTH -8 Permeabil ity -4.2 x 10 cm/sec Percent Passing #200 Sieve -67 LL -47 PI -24 14 • 3 I 14.51 18. 6 I . SUBSURFACE INVESTIGATION FOR PCB STORAGE ON THE EDGECOMBE COUNTY LANDFILL BORING Bl Permeability - 1 x 10~7cm/sec MEASURED WATER DEPTH 15.31 Caved In Percent Passing #200 Sieve -64 LL -35 PI -17 IN THE UN I TED STATES DISTRICT COURT FOR THE EASTERN DISTRICT OF NORTH CAROLINA RALEIGH DIVISION Civil Action No . 79 -560 -CIV-5 WARREN COUNTY , Plaintiff , v . STATE OF NORTH CAROLINA , et al ., Defend ants. STATE 'S BRIEF IN SUPPORT OF SUMMARY JUDGMENT ON SIXTH CAUSE OF ACTION I . Back.ground The State and Federal defendants have previously moved for surnmary judgment on all five causes of action existing at the time the previous motions were made . Subsequent to arguments on the previous motions for summary judgment but prior to a ruling on said motions the State issued a ''Final Environmental Impact Statement for the Removal and Disposal of Soils Contami- nated With PCB 's ... " (FEIS). The FEIS was issued on November 13 , 1980 . On or about December 29, 1980 the plaintiff filed a Motion for Leave to Add Supplemental Complaint . The motion to file a supplemental complaint was allowed on March 11, 1981 with the consent of all parties . The supplemental complaint added a sixth cause·of acti on in which the plaintiff alleged that the FEIS was deficient in certain respects . The State defendants filed an answer to the supplemental complaint on March 16, 1981 in which it was admitted that the State had failed to comply with a procedural requirement of the North Carolina Administrative Code by not including in the FEIS a response to the comments submitted by the plaintiff on the Draft EIS . The State 's Answer denied that the FEIS was defi - cient in any of the other respects alleged by the plaintiff . The State then prepared an Addendum to the FEIS in which the State add ressed the comments submitted by the plaintiff . The State has filed a Motion for Leave to File a Supplemental Answer and a Supplemental Answer which amends the pleadings to reflect the State's position that the filing of the FEIS .. ! -2- hnd the Addendum thereto constitutes compliance with the pro- visions of G.S. ll3A-4 and applicable regulations . The State defendants have filed a Motion for Summary Judgment on the Sixth Cause of Action which is the subject of this brief . II. Applicability of Previous Arguments In the _previous Motion for Summary Judgment heard by the 2ourt on September 12, 1980 the State defendants argued that they were entitled to summary judgment on the basis that the county lacked standing to bring an action under the North Carolina Environmental Policy Act . (Third and Fourth General Defenses). The memoranda presented in support of this argument are also applicable to the Sixth Cause of Action and are hereby incorporated by reference . (See Memorandum in Support of State Defendants ' Motion for Summary Judgment , pp 3-5, and State Defendants' Reply Brief in Support of Motion for Summary Judgment , pp 1-4). III. Allegations of the Plaintiff In Sixth Cause of Action The plaintiff has alleged in its supplemental complaint (sixth cause of action) that the State defendants failed to comply with the provisions of G .S . 113A-4(2) and applicable regulations . The Statute in pertinent part states : 11 (2) Any State agency shall include in every recommendation or report on proposals for legislation and actions involving expendi- ture of public moneys for projects and programs significantly affecting the quality of the environment of this State , a detailed statement by the responsible official setting forth the following : a. The environmental impact of the proposed a ction; b. Any significant adverse environmental effects which cannot be avoided should the proposal be implemented ; c. Mitigation measures proposed to minimize the impact ; d. Alternatives to the proposed action ; e. The relationship between the short-term uses of the environment involved in the proposed action and the maintenance and enhancement of long-term productivity ; and f. Any irreversible and irretrievable environ- mental changes which would be involved in the proposed action should it be imple- mented." -3- ~he regulations implementing this statute are found in Title 1 of the North Carolina Administraive Code , Chapter 25 . (1 NCAC 25) a copy of which is attached to this brief as Exhibit A . The plaintiff has alleged nine separate deficiencies in the FEIS in paragraphs 24 a . - i . of its Supplemental Complaint. These allegations are dealt with separately in Part V brief. IV. Review by the Court of this A. The Adequacy of the FEIS is Not Reviewable Under the Allegations in the Complaint . The plaintiff has not purported to bring the sixth cause of action under the North Carolina Administrative Procedures Act (NCAPA). The plaintiff was correct in not attempting to raise this issue under the NCAPA since r eview of an agency decision or procedure cannot be brought under the NCAPA unless it arises out of a "contested case ." G.S . 150A-43 . The decision here clearly did not arise out of a "contested case" and thus is not entitled to judicial review under G .S . 150A- 43 . (See Memorandum in Support of State Defendants' Motion for Summary J·uctgme nt, pp 9 and 10 and State Defendants ' Reply Brief in Support of Motion for Summary Judgment , pp 5-7). Since the sixth cause of action is not based on the con- cept of judicial review under the NCAPA it must be brought under a proceeding in the nature of certiorari or in the nature of a declaratory judgme nt . The North Carolina courts have seemed to 3pprove challenges of agency decisions which are alleged to be contrary to law , "when public officers whose duty is it is to supervise and direct a State agency ... invade or threaten to invade the personal or property rights of a citizen in disregard of law ... and where plaintiffs have asserted their status as taxpayers and are trying to prevent the expenditure of money unauthorized by statue or in disre- gard of law ." (citations ommitted) Orange County v . Department of Transportation, 46 NC App. 350, 378 , 265 SE 2d 890 (1980). The existence of legal theory under which to raise an issue -4- does not mean that the plaintiffs 1n this case are appropriate parties to bring the action . The State defendants contend that the plaintiff has no standing to bring an action under either of the theories cited in Orange County . (See .Memorandum in Support of State Defendants' Motion for Summary Judgment , pp 3-5 and State Defendants ' Reply Brief , pp 1-3). For the foregoing reasons the Court should dismiss the sixth cause of action . B. If the Adequacy of the EIS is Reviewable the Test is Whether the Agency Acted in Objective Good Faith and the FEIS Would Permit a Decisionmaker to Fully Consider and Balance the Environmental Factors . Initially it should be noted that the plaintiff's sixth cause of action does not allege that the State's decision to locate the landfill is arbitrary and capricious . (See however, Plaintiff's Fourth Cause of Action). The sixth cause of action raises only the question of whether the State defendants have prepared an EIS in accordance with G.S . 113A-4 . The North Carolina appellate courts have never been called upon to determine the applicable test to be used in judicially reviewing the adequacy of an EIS . The North Carolina courts have implied that federal court decisions interpreting the National Envi- ronmental Policy Act (NEPA) serve as guidance in the interpre- tation of the North Carolina Environmental Policy Act (NCEPA) Orange County v . N. C. Dept . of Transporation , supra . In Orange County the North Carolina Court of Appeals cited Kleppe v . Sierra Club , 427 US 390 , 96 S .Ct . 2718 , 49 L .Ed 2d 576 (1976) for the proposition that: "It is the policy of thi s State and the Federal Government that environmental :impacts be con- sidered before major governmental action involving the expenditure of public funds are taken . Nonetheless , once these environmetnal factors are properly taken into consideration , pursuant to prescri bed procedures , governmental agencies may effect the completion of a proposed project, notwithstanding the fact that adverse environmental consequences may occur .... A court may, however , revi ew the manner in which an asency decision has been made to ensure that environmental consequences have been considered in the manner prescribed by law ." 46 NC App . at 358 & 359 ; 265 SE 2d 890 . -5- In judging the adequacy of an EIS prepared under NEPA , the standard applied is well stated in Sierra Club v . Morton , 510 F 2d 813, 819; 7 ERC 1768 (5th Cir 1975) as follows : "In determining whether an agency has complied with Section 102(2) we are governed by the rule of reason, i .e ., we must recognize on the o~ hand that the Act mandates that no agency limit its environmental activity by the use of artificial framework and on the other that the act does not intend .to impose an i mpossible standard on the agency . (citations omitted). The court 's task is to determine whether the EIS was compiled with objective good faith and whether the resulting statement would permi t a decisionmaker to fully conside.,.:-and balance the environmental factors ." "A reasonably thorough discussion of the significant aspects of the probable environmental consequences is all that is required by an E .I .S ." Trout Unlimited v . Morton, 509 F 2d 1276, SELR 20151 (9th Cir 1974) "[A] court , in reviewing an EIS ... is not ... permitted to 'fly speck' the statements , or to use the applicable statutes as 'a crutch for chronic faultfinding'." Monroe County Conservation Council v . Adams , 566 F2d 419, 8 ELR 20077 (2nd Cir 1977); cert den. 435 US 1006, 98 S.Ct. 1976 , 56 L .Ed 2d 388 (1978), 11 ERC 1545 . "An EIS is not required to document every conceivable problem from every angle ." Woida v . U.S ., 446 F . Supp . 1377 , 8 ELR 20305 (D Minn 1978) V. The Sixth Cause of Action Should be Dismissed on the Grounds that the FEIS and the Addendum Thereto Meet the Require- ments of G.S . 113A-4(2). A. The Addendum to the FEIS Responds to the Comments Submitted by the Plaintiff on the DEIS in Accordance with 1 NCAC .0206(e). Paragraph 24 a . of the plaintiff 's supplement complaint alleges that the State defendants failed to consider and respond to comments made by Warren County on the DEIS and that the State defendants failed to attach the comments to the FEIS , all as required by 1 NCAC 25 .0206(e). The State defendants initially admitted that they inadvertantly did not comply with the procedures in l NCAC 25 .0206(e) and subsequently prepared an Addendum to the FEIS (Addendum) which corrected this inad- vertant deficie~cy. (See affidavit of Burley B. Mitchell , Jr .) -6- The Addendum addresses each of the comments made by the plaintiff and includes a complete copy of the plaintiff 's comments. This constitutes compliance with l NCAC 25 .0206(e) and cures the procedural deficiency in the FEIS alleged in paragraph 24 a . of the plaintiff's supplemental complaint . B. The FEIS and the Addendum Adequately Describe the Project in Accordance with 1 NCAC .0201(2) Paragraph 24 b. of the plaintiff's supplemental complaint alleges that the FEIS did not adequately describe the design details of the proposed landfill . Regulations which specify the contents of an EIS require the EIS to contain : "summary technical data , and maps and diagrams where r elevant, adequate to permit an under- standing of the proposed action and its setting by commenting agencies and the public." l NCAC . 0 2 0 l ( 2) . It is impossible for an agency to always have the detailed construction or design plans completed at the time of the preparation of an EIS . East 63rd St . Assoc . v . Coleman , 414 F . Supp . 1318 , 7 ELR 20459 (SD NY 1976). In such cases con- ceptual designs are used to enable the commenting agencies and the public to make relevan t comments on the design and to allow the agency to take such comments into account when preparing or approving final designs . In this case the commentors made several suggestions on design features of the project and these comments were considered by the State defendants . Many of these suggestions will be incorporated into the final design of the project to be prepared by a professional con- sultant with experience in landfill design . For instance , Kerr Tar Council of Government and the Sierra Club suggested changes in the d esign of the landfill cover . As a result of these comments the State contacted the U.S. Soil Conservation Service (SCS) to obtain recommendations for the landfill cap design . The State has agreed to incorporate the SCS recom- mendations into the final design . (FEIS , pp 42 , 48). Various commentors , including the plaintiff , suggested that the soil liner be extended up the sidewalk . The State has agreed to incorporate this suggestion into final design plans . -7- '(FEIS, p 48, Addendum~ pp 5 & 6). The FEIS and Addendum included further elaboration on design and construction techniques which were not available at the time the DEIS was published . (See generallyFEIS , pp 11-15, Figures 4 & 5 ; Addendum , pp 4-7 .) This discussion of design is adequate to permit an under- standing of the proposed project by the commenting agenices and the pub~ic hence is in compliance with l NCAC 25 .020l(e) The FEIS is sufficiently detalied to enable the decisionmaker to reasonably judge the environmental impact of the project ; therefore it is in compliance with G.S . 113A-4(2) C. The Description of the Soil to be Used in the Soil Liner Was Adequate to Comply With l NCAC .020l(e). Paragraph 24 c . of the plaintiff 's supplemental complaint alleges that the FEIS did not adequately describe the avail- ability of the soil to be used in construction of the clay liner. The plaintiff made essentially this same allegation J_n its comments on the FEIS. (See Addendum to F'EIS, Comments of Warren County, pp 3 & 4). This clearly and simply is a matter of a difference of opinion between experts . The State and an independent soil engineering firm hired by the State both concluded on the basis of soil sampling and testing that there was a sufficient quantity of suitable soil at the site to construct a clay liner in accordance with EPA regulations . (FEIS, Appendix B) (Addendum, pp 1-4). EPA reviewed the information developed by the State and the independant consultant and reached the same conclusion . (FEIS, Appendix C) . Warren County raised questions about the adequacy of this information and the conclusions drawn from the information in its Comments on the DEIS . As a result of the Warren County Cormnents the State has further elaborated on the method of selecting the most suitable soil for liner construction . (See Addendum, pp 1-4). Generally speaking the selection of the most suitable soils will be done by a qualified soils engineer and tests will be performed to verify soil suitability . (Response to Comrne nt b, Addendum p 2; Response to Comment c ., 2'1.ddendum, pp 3 & 4; Response to Comment d ., Addendum p 4} . -8- ~he DEIS was obviously adequate to enable the commenting agencies and the public to understand the basic proposal . ... ': ·:·) The EIS process has worked as intended by allowing Warren County to comment on the lack of specificity and allowing the State to consider these comments and show its response perfect thereto . Since/detail is not required in either the DEIS is or the EIS, the EIS in this case/sufficiently detailed to comply with l NCAC .0201(2). See East 63rd Assoc . v . Coleman, supra. D. The State Was Not Required to Address the Treatment of the Soil With TSPP When that Suggestion Was Not Raised by Any of the Commentors and Where the Suggestion is Unreasonable. Paragraph 24 d. of plaintiff 's supplemental complaint alleges that the FEIS did not discuss treatment of the soil liner with tetrasodium pyrophosphate (TSPP) and that this violated G.S . ll3A-4(2) c . and d ., and 1 NCAC 2S .0201(3) (c) and (6). The statutory and regulatory provisions which the plaintiff alleges were violated require the EIS to address alternatives to the proposed action and mitigation measures proposed to minimize adverse environmental impacts. While it is true that the EIS does not address TSPP treatment, it is also true that neither the plaintiff nor any of the other commentors on the DEIS suggested that the State address this as an alternative or a mitigation measure . The plaintiff did raise the issue of TSPP treatment by in- formal channels on September 8 , 1980 (seven months after the end of the cormnent period on the DEIS) and the State con- sidered and rejected the proposal. {Affidavit of Bill Meyer) This allegation should be judged on the basis of whether the FEIS adequately addressed reasonable alternatives . Treatment with TSPP is a design alternative and is not a "mitigation measure proposed to minimize the [un avoidable adverse environmental) impact ." G.S. 113A-4(2)c. A discussion of alternatives serves as the basis for proposal of mitigation measures, but it is clear from the wording of the statute "chat the NCEPA requires the agency to discuss only "migi tation .. measures proposed to minimize the impact ." The statute does "'---- -9- ·not require an agency to discuss mitigation measures which are not proposed. Mitigation measures not proposed by the agency are more appropriatelj discussed as alternatives which are not selected . In determining the adequacy of the discussion of alternatives in an EIS the U.S . Supreme Court has provided the following guidance : "Common sense also teaches us that the 'detailed statement of alternatives ' cannot be found wanting simply because the agency failed to include every alternative device and thought conceivable by the mind of man . Time and resources are simply too limited to hold that an impact statement fails because the agency failed to ferret out every possible alter nati ve , regardless of how uncommon or unknown that alternative may have been at the time the project was approved ." Vermont Yankee Nuclear Power Corp . v . National Resources Defense Council, Inc ., 435 US 519 , 98 S .Ct . 1197, 55 L . Ed . 2d 4 6 0 , 11 E RC 14 3 9 ( l 9 7 8 ) . The agency is not obligated to consider in detail each and every conceivable variation of the alternatives stated; it need only set forth those alter- natives sufficient to permit a reasoned choice . Monroe ·• County Consexvation,Council v . Adams , 566 F 2d 419 , 8 ELR 20077 (2nd Cir 1977), cert. denied , 435 US 1006, 98 S .Ct . 1976 , 56 L.Ed 2d 388 (1978); Coalition for Responsible Regional Development v. Coleman , 555 F 2d 389 (4th Cir 1977); Brooks v . Coleman , 518 F 2d (9th Cir 1975). In the consideration of alternatives the agency and the reviewing court should use a rule of reason. The agency is not required to consider every one of an infinite variety of unexplored and undiscussed alternatives that an inventive mind can suggest . FayetteviLle A-rea Chamber of Commerce v~ 515 F 2d 1021 , 7 ERC 1953 (1975), cert denied 423 US 912 , 96 S .Ct . 216 , 46 L.Ed 2d 140 . "The concept o:E alternatives is an evolving one , requiring the agency to explore more or fewer alternatives as they become better known or understood ." Vermont Yankee v . NRDC , supra . In determining whether alternatives were adequately addressed in the EIS process the court may take into account whether the c;-::)rnmenting agencies or the public raised the -10- aiternative in their comments on the DEIS . NRCD v . TVA , 367 F . Supp. 128, 5 ERC 1670 (E .D. Tenn 1973 ); EDF v . Froehlke, 368 F . Supp . 231 , 4 ELR 20066 (WD Mo 1973). Although the failure of Warren County to raise the issue of chemical additives in their comments on the DEIS does not waive their right to do so later , i t is a factor which the court shoul d consider in ~etermining the reasonableness of the alternative and its need for discussion . NP.CD v . TVA, supra; EDF v . ErD.ehlkB, ..3.ll.P...J:::_Q,. The fact that the plaintiff failed to sug gest chemical treatment of the soil as an alternative when commenting on the DEIS is evidence of the unreasonableness of the alternative . The concept of TSPP treatment of a landfill liner is so radical and unreasonable it was unknown to the State 's engineer who has had extensive contact with hazardous waste treatment and disposal technola:i y . (Affi.davi t of Bill Meyer) The application of TSPP treatment to a project such as the PCB landfill was also unknown to soils engineering firms . Theoretical or experimental applicability does not elevate the suggestion to the threshhold of reasonableness so as to require discussion in the EIS , particularly in the absence of any suggestions by comrnentors that it be discussed . E . The EIS Adequatel y Addresses the Need for A Montmorillinite Clay Liner . Paragraph 24 e . of the plaintiff 's supplemental complaint alleges that the FEIS did not discuss the alternative of designing the landfill to include a layer of montmorillinite clay and that this violated G. S . ll3A-4 (2 ) (c) & (d), and , l NCl\C 25 .0201(3)(c)&(6 ). As in the case of the previous argument concerning treatment of the soi l with TSPP this alle- gation should be judged on the basis of whether the discussion of alternatives in the FEIS was adequate , Just as in the case of TSPP treatment (SEED . above) none of the commentors on the DEIS suggested the inclusion of a montmorillinite clay liner in the landfill design , The plaintiff did suggest in their comnent l .d that the State should -11- have selected a landfill site which was located in an area of r:iontmorillinite clay . The plaintiff urged in their comment that the montmorillinite type clay would exceed the EPA standards for plasticity and liquid limit by a wider margin than the soils at the proposed Warren County site . The Addendum to the FEIS addresses this comment by reiterating that the soil testing at the Warren County site showed that the EPA standards for plasticity and liquid limit would be met . "The soil characteristics were evaluated under ASTM standards for engineering purposes not USDA standards . The clay content of the eval- uated materials were sufficient to meet 40 CFR .7l(b) standards for permeability , liquid limit , and plasticity index . There is no standard for percentage of clay, type of clay and mineralogical content in 40 CFR .7l(b) regulations ." (Addendum, pp 3 & 4 ). The State acted reasonably in limiting its analysis of alternative design features to the factors specified in the EPA regulations. This is particularly true in the absence of any comment~ on the DEIS which suggested such a design alter- native. (See argument D above). When the design al t erntive of a montmorillinite liner was advanced by the plaintiff , the State defendants did explore the suggestion and rejected it as being a considerable expense which would provide little or no protection not already afforded by the proposed soil liner and articifical liner. (See affidavit of Bill Meyer). F . The FEIS and Addendum Discuss the Procedure for Construction of the Landfill in Accordance With the Requirement of G.S . 113A-4(2)c. Paragraph 24 f . of plaintiff 's supplemental complaint alleges that the FEIS set forth inadequate procedures for selection of soils for the soil liner, compaction of soils in the liner, ru1d quality control of the project . The plaintiff alleges that the alleged inadequacy was contrary to the require- rnents that the FEIS contain a "detailed statement setting forth ... mitigation measures proposed to mirninize the [adverse environmental) irnpact " of the project . G.S . 113A-4(2)c . Th~ NCEPA like NEPA requires an agency to first identify the adverse environmental effects of the proposed project . -12- Ohce this had been done t h e agency should consider measures which mitigate these effects . See Prince George 's County v. holloway , 404 F . Supp 1181 , 6 ELR 20109 (D . DC 1975). In this case the EIS discloses that the adverse environmental effects of the project as prepared will be limited to minor dis- ruption of the environment on the road shoulder , and some temporary disruption of the environment around the disposal site . It is the S tate 's position that under the proposed plan no PCB 's will escape the landfill during the filling or after completion . (FEIS , p 39 ). Where there are no adverse impacts to mitigate there are o bviously no miti gation measures which need be discussed . The allegations of the plaintiff seem to be more appropri - ately directed at the requi rement for a discussion of alterna- tives . G .S . 113A-4 (d ) (d). As stated previoulsy the discussion of alternatives 1s governed by a rule of reason . (See D. above and cases cited therein). The description of the project must contain only enough detail to allow the commenting agencies to make cornrnents and to allow the decision maker to make an informal decision . The de sjgn details of the project need not be included . East 63rd St . Assoc. v . Coleman , supra. At the time of the preparation of the DEIS the specific design plans had not been formulated . More specific design was included in the FE I S as a resu lt of comments . The Addendum includes even more speci fic design and operational plans . The Addendum goes into some detai l as to the procedures for the selection of the soi ls t o be used for the liner . (Addendum pp 2 , 4, 6) The selection and con~act ion of soils will be supervised by a soil expert and will be tested to assure that it meets the applicable standards . Various quality control measures are also outlined in the Addendum at pages 2 , 4 and 6 . The fact that the State has considered quality control pro- cedures is also established in the Answer to Interrogatories to State Defendan t s , f i led March 11 , 1980 . The FEIS and Addendum set fort h t h e procedures and quality cont~ol in sufficient detail to show that the landfill will be constructed to exceed EPA standards . Construction in -13- a~cordance with EPA standards measures that the PCB 's will be encased and will not be able to leave the landfill . In addition, the Answers to Interrogatories show that the State has tentatively developed an adequate quality control plan . The f~nal procedures will largely be the responsibility of the contractor and the State 's consultants both of whom will be contractually obligated to build the landfill in accordance with the EPA standards . The EIS satisfies the rule of reason in its description of the procedures and quality control measures which the State proposes to use in construction of the landfill . -14 - G. The EIS Was Not Required to Discuss the Possible Failure of the Leachate Col- lection System Since Failure of the System Can and Will Be Avoided. Paragraph 24h . of the plaintiff 's supplemental complaint alleges that the FEIS was in violation of G.S . 113A-4(2)b . by failing to address the probable failure of the leachate collection s~stem. G.S . 113A-4(2)b . requires the EIS to set forth" [a)ny significant adverse environmental effects which cannot. be avoided shoul d the proposal be implemented ." It is the State's position that the EIS does address the adverse effects which cannot be avoided . These effects are limited to temporary environmental disruption involved with the pickup and the landfill construction and the per- manent effect of taking approximately five acres of land out of traditional land uses . (FEIS p . 3 8) . There is no require- ment that the State address issues which are remote or speculative . Vermont Yankee v . NRDC , supra ; Fayetteville l\rea Chamber of Commerce v . Volpe , supra ; Farmland Preserva- tion Assoc . v . Goldschmidt , 611 F2d 233 , 10 ELR 20052 (8th Cir . 1979). NRDC v . Morton , 458 F2d 827 , (D .C. Cir . 1972). The conceptional design in Figures 4 and 5 of the FEIS shows two leachate systems . The plaintiff does not specify which system it believes will probably fail . The State is committed to constructing the two leachate systems in accor- dance with the plans and the State 's contractors will be contractually obligated to do so . In addition , the State is comi~itted in the FEIS to undertaking appropriate remedial action should the leachate systems or other monitoring dis- close any unanticipated movement of PCB 's . (Addendum , Response 4, p . 43). This committment constitutes an adequate d iscussion of the remote and speculative possibility of leachate system failure . H. -15- The FEIS Adequately Addresses the Design Alternatives of a Thicker Landfill Cap . Paragraph 24h . of the plaintiff's supplemental complaint alleges that the EIS failed to show adequate depth of recon- structed soil on top of the landfill . The plaintiff alleges that this is a violation of the requirement that the FEIS contain a di~cussion of proposed mitigation measures. G.S. 113A-3(2)c. As previously argued this allegation is more appropriately discussed in the context of consideration of alternatives. (See Argument D above). The State contends that the FEIS does adequately ad- dress the design alternative of a thicker soil cap. The Sierra Club raised a question concerning the sufficiency of the cap design in its comments on the DEIS . As a result of these comments the State consulted with the U.S. Department of Agriculture, Soil Conservation Service (SCS) and included the suggestions of the SCS in the FEIS. (FEIS p . 49 and Appendix E) . The FEIS indicated that the suggestions of the SCS would be fol lowed in the construction of the land- fill . (FEIS p . 49). The FEIS is clearly adequate in its treatment of the design of the cap . I. The Possibility of Failure of the Soil Liner and the Migration of PCB's Into the Ground- water is so Remote and Speculative '11hat It Does Not Require Extensive Discussion in the EIS. Paragraph 24i of the plaintiff's supplemental complaint alleges that the EIS failed to discuss the unavoidable ad- verse economic and social effects of the probable failure of the landfill liner and migration of PCB's into the groundwater as required by G.S . 113A-4(2)b. It is the State 's position that the failure of the liner and the contamination of the groundwater are adverse effects which can and will be avoided and that no extensive dis- cussion is r e quired of these remote and speculative events . There are seve ral factors which virtually guarantee that PCB -16- contamination of groundwater will not occur under the proposed plan . l . The PCB 's in this case are adsorbed onto soil particles and have been treated with activated carbon to further assure that they are tightly bound to the soil . 2. Even without being bonded to the soil the PCB 's are almost insoluable in water , and are virtually non-volatible in normal teroperature ranges . (FEIS p . 6) . Move - ment by diffusion is so speculative and re- mote in terms of any real effect within the foreseeable future as to be unworthy of discussion . 3 . The PCB 's will not migrate from the land- fill without some physical medium to trans- port them . The onl y foreseeable physical movement within the landfill could be the movement of water . The following features of location and design will assure that there will be no movement of water through the landfill: a. The landfill is located on a ridge so that the surface wa t er to which the land- fill might be subject is limited essentially to that which fa lls on the ridge . (FEIS ppl5andl6). b . The soil type and contours of the sur- rounding land surface and the grading to be done at the site assure that almost all rainfall will run off the site and adjacent areas rather than percolating through the soil . (FEIS pp 15 and 16). c. The small amount of water which might percolate through the soil in areas ad- jacent to the landfi ll would provide a very small quantity of groundwater which would be available to infi ltrate the landfill . d . Even if groundwater were to come into contact with the landfill it would have to make its way through both the clay liner and the plastic liner and then find its way back out through the clay liner and plastic liner . e . It would require massive amounts of water to move into and out of the landfill to create enough PCB in solution to be de- tectibl e . Even under ideal situations PCB 's are virtually insoluable in water. The solubility is even further restricted by the fact that the PCB's in the land- fill will be adsorbed onto soil and carbon . -17- f . The landfil l is being constructed with the contaminated soil fourteen feet above the high groundwater elevation . In ad- dition the State is committed to the con- struction of subsurface drainage to prevent the water table from reaching the outside or bottom of the landfill if mointoring detects t he water table near the landfill liner . (Addendum p . 5). Scientific theorist might speculate as to how the PCB 's could leave the landfill o nce they have been encl osed in the soi l and plastic liner; however , the possibility is so re- mote as to be unworthy of d i scussion in the EIS . EPA has established standards for PCB landfills designed to protect the publ ic health and safety . These standards were designed to provide adequate protection for the disposal of highly concentrated PCB 's i n liquid form. The PCB 's in this case wi l l be in low concentrations when the pick-up is com- pleted and are already bound to soil and activated carbon . The soil l i ner to be constructed at this disposal site will exceed EPA standards . (FEIS , Appendix C). All of these factors establish that t he EIS need not , and in f act cannot , address the social and economic effects which would occur due to some hypothetical event whic h is so r emote as to be beyond reasonabl e speculation . VI. CONCLUSION Based on the foregoing arguments the State defendants request that summary judgment be granted in its favor on the sixth cause of action. Respectfully submitted this the 1st day of July , 1981 . RUFUS L . EDMISTEN Attorney General By l (J . --;e_ W. A. Raney , Jr . Special Deputy Attorney P . 0 . Box 629 Raleigh, North Carolina 27602 919/733-5725 Attorney for State Defendants I. PCB SAMPLING MEMORANDUM OF AGREEMENT BETWEEN THE STATE OF NORTH CAROLINA AND THK UNITED STkTES ENVIRONMENTAL PROTECTION AGENCY REGION IV GENERAL OBJECTIVES OF PROJECT DRAr~ A statistical study has been designed to redefine the physical limits - of the PCB laced oil an<l associated contaminated soil along 210 miles of North Carolina roadway. Specifically, the investigation is designed to describe any lateral and vertical migration of PCB contaminants as well as any di l11 tions or reconcentrations that rnay have occnrrecl due to natural processei. The sampling progra~ will be totally funded with money from the Resource Conservation and Recovery Act {RCRA) and administered by EPA. The results of the study would be an invaluable aid in any potential clean up operation. II. BACKGROUND STATEMENT OF PROBLEM See pa~es one through nine of Environmental Inpact St""atement Attachment "A". which oy reference 1s made a part of this MOA. III. NORTH CAROLINA DECISION MAKING/FOR PROJECT (See Chart) Sampling rrogram inquiries should go to the State coordinator, Tom I~arnoski. Major program decisions will be made by O. W. Strickland, Head of Solid and Hazardous Waste Management Branch. Technical decisions will be cleared by Torn Karnoski through Bill Meyer and O. W. Strickland at the Branch level. Technical assistance on the State/EPA MOU will be provided by Emil Breckling, environmental planner with the Branch. Decisions involving Secretary MorrO\-J or Governor Hunt will be cleared by O. W. Strickland through the proper official to Secretary•Morrow. Community relation/newsrelease inquiries should go to Bryant Haskins, public affairs coordinator for the hazardous waste management program. Bryant will be responsible for coordinating with Gary Pearce, the Governor's press secretary, on the release of information. IV. STATE AGENCIES PCB PROJECT RESPONSIBILITIES (See Chart) Department of Human Resources Environmental Health Section -Solid and Hazardous Waste Management B:r c1.nch The Solid and Hazardous Waste Management Branch is responsible for State coordination of the sampling project. State coordinator, Tom Karnoski, will be responsible for coordin<1tion as indicated in the project decision making chart. Department of' Justice The Departmf;nt of Justice provides legal support and 1s responsible for legal action as a result of the PCB spill. (919) 733-5811 * Sarah T. Morrow (919) 733-4534 Division Level III. STATE PCB Sk~PLING DECISION MAKING CHART Governor James B. Hunt Governor's Press Secretary * Gary Pearce (919) 733-5612 Secretarial Dept. of Human Resources * (919) 733-4534 Proper Official Public Information * Bryant Haskins r1i (919) 733-4471 ~ r-----.J------. . * (919) 733-2178 * O. W. Strickland Hazardous Waste William Me rer ·~ Tom Karnoski (919) 733-2178 Director of Health Services Dr. Ron Levine Environmenta Health Jim Stamey Solid and Hazardous Waste Mgt. Branch * Emil Breck ling Dept. of J:sticel AG I Rufus Edmisten 733 I 3377 Legal -Bill Raney 733-5725 Robert '-Reilly 733-4618 IV. STATE AGENCIES PROJECT RESPONSIBILITIES Governor James B. Hunt I Dept. of Natural Resources and Community Devel. Secretary -Joseph Grimsley 733 I 4984 Environmental ~Management Bob Helms 733-7015 l Dept. of Human Hesources Secretary -Sarah T. Morrow 733 j 4534 Public Information Bryant Haskins r-733-4471 Solid and.Hazar-dous Waste Manage-._ment Branch O. W. Strickland Tom Karnoski 733-2178 l Dept. of Crime Control and Public Safety Secretary -Burley Mitchell 7331 2126 Assistant Secretary of 1-Public Safety Dave Kelly 733-2126 Emergency '-Management Division Jim Buffaloe 733-3867 " l Dept. of Transporta-tion Secretary 7331 2520 Head of Equipmet" t-Branch M. C. Adams 733-233( -2- Department of Crime Control and Public Safety Coordinates all law enforcement and traffic control measures Provides any services or logistical support as may be directed Department of Transportation Erects and maintains signs, lights, barricades, or other traffic control devices as deemed appropriate to maintain or control traffic along affected routes during sampling V. PARTICIPATION IN DATA: COLLECTION, ANALYSIS, AND INTERPRETATION North Carolina may provide representatives to be present during all procedures and processes of the sampling program. These representatives will meet the following requirements: 1. Have prior approval from the North Carolina Solid and Hazardous Waste Management Branch 2. Will act only as observers 3. Will not hinder or obstruct the sampling program as outlined in the work plan 4. Will not release any information except as outlined in the community relations plan North Carolina will be provided with multiple hard copies of all records, written observations, documents, analysis, etc. that are generated by and arc.: directly related to the sampling program. North Carolina will accept all data (in final form) generated by the sampling program to be factual. Final conclusions, recommendations, interpretations, etc., based on the factual data, will be reviewed by EPA, and North Carolina, and will be publicly released as per the community relations plan. -3- VI. ACCESS TO STATE AND PRIVATELY OWNED LAND Permission to go on property and collect soil samples from sampling points will be received in written form. As outlined in the work plan, an initial survey will locate all sample points in the field. At this time the appropriate landowners {North Carolina Department of Transportation or private individuals) will be identified so that written permission to enter the property can be secured from them. In the event a particular private landowner can not be found or actually denies entry to his property, an attempt will be made to secure a ·,..arrant from the local magistrate. VII.· QA/QC EPA will conduct a quality assurance/quality control program on ran- dom selection of soil samples collected by their contractor. North Carolina will be provided with results of this program and will be notified immediately of any discrepancies discovered or implied. VIII. E)1ERGENCY SITUATIONS The North Carolina Solid and Hazardous Waste Management Branch will provide individuals responsible for 24-hour call should unexpected or emergency situations arise. The designees are: Thomas C. Karnoski Bryant Haskins Emil Breckling IX. COMMUNITY RELATIONS PLAN Home Phone {919) 851-1517 {919) 787-7841 {919) 467-6571 Office Phone {919) 733-2178 (919) 733-4471 {919) 733-2178 See Attachment ''B" which, by reference, is made a part of this MOA STATE OF NORTH CAROLINA Department of Human Resources By: -------------- .Date: ------------- U.S. ENVIRONMENTAL PROTECTION AGENCY REGION IV By: ----------------- Date: i ~ I I i I a Removal And Disposal of Soils Contaminated With PCBs Along Highway Shoulders In North Carolina FINAL ENVIRONMENTAL IMPACT STATEMENT I. DESCRIPTION OF PROPOSED ACTION A. General Description Atta..::hment "A" The state of North Carolina proposes to .remove and dispose of approximately 40,000 cubic yards of PCB (polychlorinated biphenyl) contaminated soil. The PCB contaminated soil is the result of deliberate discharges from a passing truck of approximately 30,000-35,000 gallons of liquid waste material on to the roadway shoulders of North Carolina's highways. The discharge of this industrial waste material containing PCEs have been identified along approximately 211 shoulder miles of roadways located in fourteen central and eastern pied:nant counties of the State. The proposed action involves the mechanical removal of the PCB conta~inated soil from the roadway shoulders and trans?orting of the PCB contaminated soil to a disposal site fo= permanent storage. The disposal site for contain- ment cf the PCB contaminated soil will be located, designed and constructed according to Environmental Protection Agency rules and regulations governing the removal and disposal of PCBs (40 CFR 761.41). The site recommended for disposal of the PCB contaminated soil is located in Warren County approximately four miles south of Warrenton. B. Historical Resume The first deliberate discharge of what was later iden- tified as PCB +iquid materials took place the last week of June, 1978, on remote roads of the Fort Bragg Military Reservation. The discharge was investigated by Fort Bragg personnel who secured liquid samples of the material. The next discharge occurred on July 27 and July 29 on the roadway shoulders of NC 58, north of Centerville in Warren County. This discharge was reported by private citizens to the N. C. Highway Patrol, who alerted the Divi- sion of Health Services, Water Supply Branch. Water Supply Branch personnel notified Division of Environmental Manage~e~t, Water Quality Program personnel in the Raleigh Field ;,,ff ice of the spills. Raleigh Field Office person- nel i n ve ~:i tigated the spill on July 31 as an oil spill and on fi ~~i ng no oil ponded or evidence in surface waters, returned to their office without taking further action. ,· .. . On August 2, the Water Quality Operations Branch, Division of Environmental management, received a call from a Johnston County farmer concerning a spill on NC 210 in front of his farm. Because of the description of the odor and the effects on field workers being reported, a staff chemist was immediately dispatched to investigate the spill and to take appropriate samples. Grass, soil, and water samples were . hand delivered to the Division of Environmental Management Laboratory for analysis later that afternoon, August 2. The same chemist who investigated the Johnston County spill encountered a similar spill near Snow Camp, North Carolina on SR 1004, Alamance County, while returning to his home. A sample was taken from the spill area and hand delivered to the laboratory the following morning for analysis. On August 4, the Laboratory's Analytical Section Chief notified the Water Quality Operations Branch that the material spilled in Johnston County appeared to be Aroclor-1260, a Polyclorinated Biphenyl (PCB) substance. The Water Quality Operations Branch immediately notified the Chief of the Environmental Protection Agency, Region IV, Emergency Response Branch, of the Laboratory's findings. After briefing the Director, Division of Environmental Management, a meeting was called with representatives of the Attorney General's Office, t~e Department of Crime Control and Public Safety, and Public Information representatives of the Secretary of the Depart.~ent of Natural Resources and Community Development. A notification to all law enforcement officials was prepared and sent over the Police Information Network system during the late evening hours of August 4. A news release was prepared a..~d sent to local newspapers for publication in the Saturday morning newspaper. The same day, the laboratory confirmed material discharged in Alamance and Chatham Counties were Aroclor-1260, the same form of PCB material found in Johnston and Harnett Counties. Also on August 4, the N. C. Highway Patrol delivered soil samples obtained from Chatham County to EPA. The results of the EPA laboratory analysis were reported to SBI on August 8. On August 5, Water Quality Operations Branch met with concerned citizens in Johnston County, investigated the spill areas in Johnston and Harnett Counties, and conducted a door-to-door contact with people residing along NC 210. ·Because of concern by some residents along NC 210, the Division of Highways, Department of Transportation was reques·ted to cover the spill with a layer of sand in order to suppress the noxious odors present. This was completed in late afternoon August 5 and continued on August 6. On August 6, the Raleigh Regional Office was directed to secure samples of the spill area in Warren County to determine if similar material had been deposited along NC 58. Because of the publicity being given by the news- paper and TV to the spills, the Fort Bragg Environmental 2 ' ... Coordinator requested the Water Quality Operations Branch to analyze material secured from the spill at Fort Bragg to determine if similar material was spilled on the military reservation. Because of the publicity, reports of spills began coming in from many different sources such as Highway Patrol, Department of Transportation Division Engineers, private citizens, and others in nine additional counties. It appeared that most of the spills took place the evenings of August 1, 2, and 3. While it has not been conclusively determined, spills may have occured in Wilson County the evenings of A~gust 5 and August 8. The Division of Envi.:::.-or-.. -n- ental Management Laboratory continued to work -around the clock to verify the material in the spills in the other counties. On August 7, a preliminary conference was held with representatives of the Division of Highways, Division of Health Services, Attorney General's Office, and Public Infornation personnel. Specific information gathering activi~ies were spelled cut and assigned to specific people. A coordination conference was held with ·representatives of the Department of Human Resources, Department of Agriculture, Attorney General's Office, the Department of Transportation, Environmental Protection Agency, and the news media, on August 10. A wo=king session was held following the briefing to news media to provide direction, identify responsibilities and initiate specific actions concerning the spilled material. Advice was ·solicited from the Environmental Protection Agency Office of Toxic Substances, the National Center for Disease Control, Hevi Duty Electric Company, the EPA Health Effects Research Laboratory, and various academic and private sector personalities known as having expertise in handling this t:ype of material. On August 11, the EPA Health Effects Research Laboratory began ambient air sampling at spill sites. North Carolina State University was identified as having expertise in detoxifying pesticides. The University was contacted to provide expert advice and assistance. A · proposal was submitted to the Governor for temporarily de- activating the PCB materials to prevent its migration and to neutralize any hazard to people coming into contact with the material on the shoulder of the highway. The Governor provided directive authority to proceed on August 15, 1978. An activated charcoal solution was applied to the PCB contami- nated roadway shoulders during the latter part of August. On August 15, the Governor requested assistance from the Presid~Gt of United States. On August 17, a special EPA coordinator was assigned to the problem. Because the initial sampling procedures only gave gross approximation to the concentration of PCB material on the grass and in the soil column, several cross sectional samples were taken at one-inch intervals to determine the magnitude 3 -;,;:=, :·_;-_E :-_.~ -:.~ ; .. •.;. :~<:i .•, ~-J ~ ~j ·;•_:-t ;·::.;· .. ,: /f -"" -~..:~ i-# 1-· ~ :t. ; •7~- •. ' .. : .. -~ ;::._ ~ -~·;.· i { i \ t ::~- l } ' ~~, • ¥•~ ; ·: • ~& ~-' . ' . • I of the penetration into the soil column and the strength of the material at various depths. These samples were taken during the period of August 21-28. On August 28 and 29th, the Epidemiology Section of the North Carolina Division of Health Services convened a meeting of national experts on PCBs. Those in attendance included scientists from the Environmental Protection Agency, National Institute of Occupational Safety and Health, National Institute of Environmental Health Sciences, and tile Center for Disease Control. State person..-riel in attendance were from the Di-..rision of Health Services, Natural Resources and Community Develop- ment, Department of Agriculture, and the Department of Transportation. Industrial users of PCBs were represented by a person from Carolina Power and Light. The purpose of this meeting was to assess the immediate risks to the persons who live along the spill routes and to discuss the safety of those persons who would be participating in the removal and storage of the PCB contaminated soil. On Septerr~er 6, i3, and 19 alternative methods of removing soil from the roadway shoulders were conducted on noncontaminated sections of roadway shoulders. When the soil removal procedure had been formulated a test removal ope~ation was conducted. The test removal operation was performed on October 5, 1978 on a one mile PCB contaminated section of NC 58 near Inez in Warren County. The PCB contanli- nated soil obtained during the test removal operation has been te~porarily stored at a ·disposal site in Warren County. The p~::-pose of the test was to examine the practicality of picking up -the contaminated material as well as any possible healt...~ or environmental effects. On November 6, test results indicated that the oick uo of contaminated shoulder material was not harmful to the environment or personnel. On September 29, 1978, Governor James B. Hunt's request for assistance from the Federal District Assistance Admini- stration, Department of Housing and Urban Development was denied. On October 4, North Carolina officials were notified by the Federal Highway Administration, U.S. Department of Transportation, that the request for emergency relief funds was denied. During the month of December a Draft Negative Declara- tion was prepared pursuant to the North Carolina Environmental · Policy Act. The statement was sent to State Clearinghouse on Dece~~er 21, 1978 for circulation. Comments received on the Draft -Negative Declaration requested an EIS be prepared. Therefore, a Final Negative Declaration was not prepared. On December 12, an application was filed with EPA for approval of the Warren County site for placement of con- taminated PCB material. On January 4, 1979 a hearing was held on the Warren County site at the National Guard Armory. 4 ,. ' I I ! -I I I • 1. '. i. ' \ During the period January 25-31, 1979 additional soil samples were taken by the Division of Environmental Manage- ment to substantiate the location of the contaminated mater- ial and determine if any migration has occurred. Test re- sults indicated that the material was present and had not migrated. On J;inuary 29, 1979, a meeting was held in Washington., D. c. between representatives of the State of North Carolina and EPA officials to discuss the current PCB regulations and to discuss alternative solutions. On February 6, the State of North Carolina filed petition with EPA to amend the rules under the Toxic Substances Control Act to allow consideration of alternate me tr·~ods of treatment. On February 15, 1979, a test was run on a contaminated section of NC 210 in Johnston County and on March 22, on a contaminated section of SR 1004 in Alamance County to deter- mine the feasibility of utilizing the theory of PCB fixation with activated carbon. On June 4, 1979, the EPA Administrator, Douglas Costle, ruled against the petition of February 6 to change the regulations to allow consideration of alternate methods of treatment. The Region IV EPA Administrator, John White, on June 4, 1979 approved the State's application to construct a landfill in Warren County for disposal of the PCB contami- nated soil (see Appendix C). C. Purcose of Action 1. Definition of PCBs1 PCBs (polychlorinated biphenyls) are a class of chlorinated, aromatic compounds which have found wide- spread application because of their general stabilities and dielectric properties. PCBs have been prepared · industrially since 1929 and are now produced in many foreign industrial countries. The Monsanto Company's preparations of PCBs were tenned "the Aroclors". Production of PCBs ceased in the United States in mid 1977. The outstanding physical and chemical character- istics of PCBs are their thermal stabilities, resistance to oxidation, acid, bases, and other chemical agents as well as their excellent dielectric (electrically in- sulating) properties. These and other properties have led to numerous uses of PCB such as dielectric fluids (in capacitors and transformers), industrial fluids (use in hydraulic systems, gas turbines, and vacuum pumps), and plasticizers (adhesives, textiles, surface coating, sealants, printing, and copy paper). 1Hutzinger O. et. al., Chemistry of PCBs, CRC Pres Cleveland Ohio, 1974. 5 .1 -.. ~;. r!· ·, ' ' I I :-- :; '; ·1 .i I. I PCBs were prepared industrially by the chlorin- ation of biphenyls with anhydrous chlorine, using iron filings or ferric chloride as catalysts. The crude product was generally purified to remove color, traces of hydrogen chloride, and catalyst which was usually achieved by treatment with alkali and distillation. The resulting product was a complicated mixture of chlorophenyls with different numbers of chlorine at9~s per molecule. (This fact is responsible for the physical state of PCB preparations). Most individual chlorophenyls a~e solid at rocm temperature whereas commercial mixtures are mobile oils. The most important physical properties of PCBs from an environmental point-of-view are solubility and vapor pressure. The solubility of PCBs in water is low and decreases with increasing chlorine content~ Values given by Monsanto are 200 ppb (parts per billion) for . Aroclor 1242, 100 ppb for Aroclor 1248, 40 ppb for Aroclor 1254, and 25 ppb for Aroclor 1260. Studies on the solubil~ ity of PC3 in water are complicated by the fact that these co.r::pou::ds are strongly sorbed onto various surfaces. PCB has been siown to sorb relatively rapidly onto charcoal, plastic, glass, and silt or soil particles. PCBs have a high specific gravity (Aroclor 1260/ 1.566) and a relatively high density (Aroclors 1260 weighs 13.50 lbs./gallon at 25°C). Loss of PCB by evaporation is extremely slow, i.e. Arcoclor 1260 ex- pcsej to 100°C for six hours would have an evaporation loss cf Oto 0.1%. PCBs are very stable at high tem- pe=a.tu.res. A temperature of 2000°C or greater is necessary before these chemicals are destroyed. In summary, PCB compounds have been manufactured and used in this county since 1929. Their uses have varied from the manufacture of many household products to industrial uses. PCBs are very stable heat resis- tant compounds that are fat soluble and some are known to build up in biological food chains. PCBs are re- latively insoluble in water but have strong absorption properties onto such materials as clay, soot, charcoal, and grease. PCBs are found in a wide variety of sub- strates throughout our environment. 2. Regulations Pertaining to PCB Spills The Environmental Protection Agency has promulgated rules and regulations pursuant to the Toxic Substance Control Act to protect the environment from further contamination by PCBs resulting from improper handling and disposal of PCBs. Title 40 Part 761.10 {b) (3) of the Toxic Substances Control Act spells out disposal 6 t r requirements of PCB mixtures in soil. The regulation initially defined PCBs to mean any mixture with 500 parts per million (PPM) of PCB. This regulation was amended effective July 2, 1979. The amendment in 40 C.F.R. 761.l(b) lowered the concentration of PCBs which are covered by the regulation from 500 ppm to SO ppm (Federal Register, Vol. 44, No. 106, May 31, 1979). The regulation requires that soil and debris contaminated with PCBs must be disposed of either through incineration or in a chemical waste landfill. Criterion for any such landfill is ·contained in Annex II to the referenced regulation. Specific wording in C.F.R. 40, Part 761.10 (b)(3) is as follows: "Soil and debris which have been contaminated with PCB as a result of a spill or as a result of placement of PCBs in a disposal site prior to the publication date of these regulations shall be disposed of (i) In an incinerator which complies with Annex I, or (ii) In a chemical waste landfill." The State of North Carolina petitioned the USEPA for a change in the disposal requirements for PCB mixtures in 40 C.F.R. 761.10 (b)(3). North Carolina req~ested that the regional administrator be allowed to approve methods of disposal other than incineration or landfilling. The petition for a rule change was denied by EPA on June 4, 1979. 3. Need for the Proposed Action In early August, 1978, the Water Quality Operations Branch received a call from a Johnston County resident pertaining to an apparent chemical spill along the roadway shoulders of NC 210. Grass, soil and water samples were collected from the spill site and analyzed. The laboratory analysis identified the material taken from the roadway shoulders as Aroclor 1260 a polychlo- rinated biphenyl (PCB) substance. Reports of other chemical spills along sections of roadway in various counties were reported and investigated in the first week of August. Because the initial sampling procedure only gave gross approximation to the concentration of PCB material, a more detailed soil sampling and analysis procedure was performed during late January, 1979. The.soil samples taken served to quantify the PCB as to the 7 ,........-. I level of concentration along the roadway and to deter- mine the depth in the soil column the PCB substance had penetrated. The deliberate discharge of industrial waste mate- rial containing polychlorinated biphenyl substance onto the roadway shoulders was identified in fourteen coun- ties of the state. The 211 shouders miles of roadway on which the spills occurred were grouped to form 15 spill site locations. Appendix A contains county maps showing the locations where the PCB industrial waste material was discharged onto the roadway shoulder_s. Appendix A also contains descriptions of the sampling site -locations and the soil sampling results in terms of mg/kg of Aroclor 1260, a PCB substance. Polychlorinated biphenyls are highly stable com- pounds that will remain unchanged in the environment for a very long time.-PCB will biologically magnify in food chains and _accumulate in the fatty tissue of both humans a..,d animals. The long term effects of human and anim~l exposure to low levels of PCBs are not clearly docUJ.~en~ed; however, studies using laboratory animals have shon-n potential chronic effects such as cancer .ind'.lction, pigmentation, and behavioral changes. The PCB conta.'ninated soil may become translocated into adjacent agricultural crop lands and may have an impact on agricultural cash crops such as tobacco, feed and forage, and crops for hwnan conswr~tion. The State of N~=--~~ Carolina considers the removal of the PCB contami- ~atec soil a necessary action to insure the protection of t~e natural and human environment. In addition to the above reasons for removal of the PCB contaminated soil, the North Carolina Department of Transportation must periodically reshape shoulders and ditches adjacent to state highway system travelways in order to maintain safe egress for the traveling public and to maintain proper cross slopes for storm drainage. While these operations are closely followed by necessary erosion control measures to stabilize the loosened soil. There nevertheless follows a period of time during which the shoulders and ditches are suscep- tible to erosion. In addition normal deterioration of the highways caused by traffic, climate and age will require future modifications to the contaminated areas including resurfacing and possible widening and realign- ment of the highway facilities. All of these operations would tend to redistribute the contaminated soil in a manner which would be very difficult if not impossible to control. The presence of PCB contaminated material along state highway system routes has caused the Department 8 . .. . . D. of Transportation to disallow all encroachment requests along those roadway shoulders which involve activities requiring excavation or redistribution of the soil structure. This has included placement of utilities . and commercial and private driveway pipes. These activities involving the roadway shoulders are necessary in order to provide needed services to property owners located adjacent to PCB spill areas. 4. · Estimated Cost for Removal and Disposal The total estimated cost for removal of the PCB contaminated soil from approximately 211 shoulder miles of roadway and disposal of the soil in a chemical waste landfill to be constructed in Warren County is $-l.,580,000 .. A summary of the cost breakdown follows: -1~ &S:i.., v"'c> Removal From Roadway Shoulders Reshaping of Roadway Shoulders Hauling of PCB Contaminated Soil to Disposal Site Disp~sal Pit Construction Leachate Collection System Impermeable Clay Liner ~..rtificial Liner (30 mil) Erosion Control & Equipment Pit Closeout Construction Monitoring Engineering & Contingency Land Acquisition $ 365,000 250,000 350,000 56,000 14,000 48,000 150,000 63,000 100,000 8,000 75,000 173,000 $1,652,000 Description of Removal and Disposal Action 1. Soil Removal Shortly after the PCB spills occurred, measures were taken to contain the PCB compound spilled along the roadway shoulders. An application of a 10% solu- tion of activated carbon applied at the rate of approxi- mately one gallon per square yard then followed by an application of liquid asphalt at the rate of approxi- mately one-tenth of a gallon per square yard were applied to the roadway shoulders where the PCB spills have occurred. Figure 1 is a location map indicating the approximate location of the PCB spills_.. A more detailed description of the spill locations are in- cluded in Table 1 and Appendix A. The activated carbon solution was utilized to bind the surface concentration of PCB by absorption of the PCBs into the pores of the activated carbon and retard dissipation into the surrounding environment. The liquid asphalt was applied to eliminate dusting of the 9 .. ·-Attachment "B" COI-il-1UNITY RELATIONS PLAN--PCB IN N. C. In the summer of 1978, transformer oil laced with PCBs was dumped illegally along more than 210 miles of rural roads •in 14 North Carolina counties. Since that t i me, the state of North Carolina active ly has sought to remove the PCB-laiden soil from the roadsides to an EPA-approved landfill site in Warren County, but court action has prohibited state officials from taking remedial action. To determine how much soil should be removed from the affected roadbeds, state and federal environmental experts conducted an extensive soil sampling survey in the fall of 197 8 . Periodic sarap ling has been done by the state since that time. In an effort to study more fully the effects PCB might have on th<.= environment over extended periods of time, the Environmental Protection Agency proposes to conduct another soil sampling survey along the roadsides in North Carolina this year. Federal Resource Conservation and Recovery Act funds will be used for the survey, which will be contracted by the EPA. Prior to the survey, it will be necessary to notify the g ew::r a l ·public of EPA's intentions, and the state's role in the sampling process. Media coverage of the PCB dumping in North Caroliria,and the civil and criminal actions that have followed, has be en extensive. Therefore it will not be necessary to conduct a massive media or public awareness campaign to inform tho citizens of the state about the PCB 2 problem. Several steps are recommended, however, to insure that all North Carolinians are aware of EPA's intention to .do more sampling, the purpose of the sampling, and the sampling results when they become available. (1) When a date for the sampling is e~tablished, a press advisory should be mailed to all weekly and semi-weekly newspapers in the state, as well as to all daily papers, both f11(/) wire services,~11 radio and television stations. The advisory should be designed to fit the format of the medium to which it is being sent. ~ic servics, A recorded~uld be mailed, for instance, to all radio stations jf it is deemed appropriate by the agencies involved. Special care should be given to ~~i1 inform the media representatives in the 14 counties where the PCB ~as dumped: Alamance, Chatham, Edgecombe, Franklin, Granville, Halifax, Harnett, Johnston, Lee, Nash, Person, Wake, Warren, and Wilson counties. All press advisories should explain as simply and as completely as possible the sampling procedure, the reason for the sampling, and other pertinent information. The name of a contact person in the state should be included in the advisories in case additional information is desired. This contact person will be the state spokesperso~ for the project, and information should be released only with his prior approval. His telephone number should be made available to the pre ss. Since the EPA will be the lead agency for the project, a federal spokesperson also should be appointed, and this person should ap~rove all information before it is released. -· 3 (2) All public officials in the affected counties !, .s (county commissioners, city rnanageri county manager~ city commissioners, etc.) should be M •~ informed of the sa~pling program before the inforrna~ion appears in the media. These fhe1! officialsAwill 1:mlls be able to respond to any general questions that might arise from their constituents. An information packet could be providee to county and city officials as well as to the press as one method of answering any questions before they arise. A toll free number will be provided through the Department of Human Resourc-2s 1 "Care Line" so that the general public can call in any questions or concerns that they might have. (3) The designated state spokesman for the sampling project should visit as many sampling sites as possible during the first few days of the program to familiarize himself with the procedures involved, and to be on hand in case local media representatives have any q~estions. It should be made clear to all consultants working with the sampling program that no information is to be released without the approval of the state and federal contact ?ersons. (4) The consulting engineer for the project should be utilized as a source of information when compiling data for release to the media o~ the more technical issues involved (the sampling procedure , for instance). (5) While a state contact person should be on hand to handle press inquiries, all written r.1ateria:, should be released jointly through the stat2 and th~ EPA, or from the --... I 4 EPA regional office (with prior state approval). The results of the sampling should be released by the EPA, with state approval. At all times it should be made clear that information will be released a s quickly and as accurately as possible through the proper sources. It is extremely important that this information come only from designated federal and state spokespersons in order to avoid confusion, and to insure that correct information is released. ### APPENDIX B GENERAL SPILL SITE LOCATION MAPS FROM MITCHELL (1980) B-1 Pureose t,>ff~~ !)£1.tl;-The purpose of this study is to determine ifAPCB contan,inated ~oil.and sediment I.as mi9i:.6~from the original dump sites alonq 210 mi'les of . \\~"> CH,C."W~• · ~-At,,E" roadway in North Carolinj, If mi~ation has occurred,.,_concenttJtior111al!d. 1%1 '"S"~CA' . ti,&;;(.~(.. -· ~-,, ,. • • • • ~ .Jie,11! . arealA.distribution patterns may be delineated.._~~D Olio) ~ S'l'A-r,;Tic~L "~'~e..:i\. Prior to any cleanup attempt, a comprehensive study vri"ll. be conducted to test the null hypoithesis that PCB is pr~sently imnobilized at the original sites (no migration has occurred). The presence of PCB concentrations -greater than 49 ppm at~ statistically significant number of off-site locations will result in rejection of this hypothesis. 9,..,\~.,+,~ ,,s,. ,. . C>"i The Central Limit Theorem11(J;'arsons, 1974) states that for a sample size~ (sample locations, not number of total samples)Gy 30 or more, the statistical sampling distribution that results will be close to normally distributed (Bell Curve) regardless of the shape of the original universe from which the samples are taken. Although geologically-related universe~ are commonly log-normally distributed, by randomly selecting 30 sample locations for th is study, standard statistical techniques can be emp loyr~d TC> ?~iCII W\"tl,-\ -~ C.011-l~;om-c,.e snE Sti-d::"l.i. ~r ~~u ... ',\ ~(.. Mftb-fJ\Tit>r.>\ t'\1''1 t1"-"llE° OC.,).Q~l:O • 9" (_b-oo ".) o.t. bLti,. '-. Methodo l 09.1 A lf!la-. ef.-A. Random sample location selection 1. From Emergency Action Plan (Lee, 16 February 1981) Table 1 p. 11-12~ select all spill locations at which analyses indicated PCB values greater than or equal to ~J pp~. 2. Assign consecutive numbers to each of these spill locations. 3. Using random number tables, select 30 ot -l-12.se. lou.-+-10115. Jaded papl.:iaJ S-.L~•OcJ "1/ll~#'i'S, \0 HQ ln't 13S "WII0\'0-.t.1 :9'-U., .a,~ .J,.QN \\'~ 3.iJOJ31Bl.\L o"'l ~l\_h,,'-N~ .,"J•J.~,.l"'l-~ ~ ~ Ol"?Rc,.•S>NQ) ;l4B ~~ \''!°"' 1 ~!1,..~ ~~~ ~-,.o:f S'-\1.-. "'l.,...,. ~~. '\NCtlJ.~47 ~£of~ ~· 3UJ. •oc--"o~o:, • • ~l::t\OJC'il ;..1.c,03 3\.\1.. r,,'2:).\1.•~ "'& "" xas ,9 o,n,~ ''~"" ~~,J.~cn "'"'!l~~c;. 'ii • ~:n ~~as9 ~~ ,, OJ-~o ~ · 3J~~M cP.,L,tf\\t\"-.-,ii~o q ?cJ \9 "'"''6w."<l • • t,ar«ON;y 0.."4 ;iTPlt'M ~=l9 ~9 U '."'l ..... ~•jit$~cji\;a 3J; · CfS&:s49S 'li'i ts{::tL"') . ( S t'l_'"U"J! .,~J. Ca.~ \ ' ., !c;~,aJ. '..1""' .... o ~-'Id ~ 1 ) ~ 1:1 ! ca-a ..,.,..., :"' "'<I'll "la;\ -..... o ~,, ia' a• r t•~ \t-:>~ t°'► ~cu J..~")Ql _ ""N~~N~ _... ,... , • 1 l 1 B. Sample selection at each of the 30 sample locations. 1. 2-. One or two samples will be collected from _the immediate right-of-way . where durnping occurred. . , _ ~ 'i!, • . --( cep ~ 'j...1:/ • ~ ' The remai.ning samples 11 from each locati.on will be collected fr.om "1~"1 Rt.~£ ~c.( zones where soil and sediment, which.a eroded from the dump sites,~ . J ~~~ have been _deposited. Off site samples will be collected from ~ ~ .~ -Pt:9o~~'°~ .,.. :ttiUVOE 8,\)r ruoT UN\iTm '10: a. Borrow p1ts, ·· · b. Ditches, c. Fields, d. Residential yards, e. Down slope from dump sites toward stream valleys or flood plains ( if appropriate) ~-ETC.. 3. A fairly detailed sketch map showing the locatior of each sample. w,\\ SE <O'Mf U.'-"'f.> collected in relation to local points of reference -M 1e~u~~es~ f'c,«. ~ c;~~p~ U>c..A1"iC)~ 4. Each sample site will be marked with an iron spike driven below ground level and flagged. , .. ,. TABLE 1. CHEMICAL ANALYSES FOR POLYCHLORINATED BIPHENYL CONTENT OF SOIL SAMPLES FROM NORTH CAROLINA SITES Depth of Soil Layers Tested Site No. 0 -l" 1 -3" 3 - 6 11 County lA-.\-k 20.0* 1.9 32.0 Al~mance lB :>< 140.0 4.1 (1 Chatham lC iX 2100.0 130.0 35.0 Chatham 2A 2. 4 <l <l Chatham p p p ~ ---~f!l!!9!1'ii" liililil•..,,,.lfilliii'·· W!ilVM1i%.'1Q~g-: .. Q9w,1!1:·'•·-~-;p~. P2,ii-;;;;,··i!l¥f'~-'-t1~~;-'fJ~!e!.·-_,,,•. ·;,;;,·--;;,;;;··-~-;;;,;;-,..·_M2£a~;l!-~ .. 9,ii~;,;;;-~-... .-_-?--, -~-?£~-. h<all'fw -r @ 2C 480.0 (1 <l Chatham p ·@ 3A , 2400.0 110.0 110.0 Harnett C. r • (/) 3B ~ 900. 0 260. 0 7. 6 Harnett C:. ( • (72 JC 2000.0 480.0 15.0 Harnett C.. @ 4A 710 .0 2.1 6. 7 Granville f • /0 ~ • /I /Z. /3 ( • l 9- 2. • I'( ,I,. . , ,,., n I 'I . ,, • i.. 4B 25 .0 <l <l Granville .f 4C 2. 9 (1 <l Person 1' 5A y .. 3600.0 12.0 14.0 Johnston f 5B -850.0 30.0 6.0 Johnston f · SC v(_ 4100.0 55.0 5.5· Johnston C. 6A 70.0 2.0 (1 Warren f 6B 190 .0 8 .0 <l Warren f 7A ,X (1 Edgecombe BA v' 1400.0 20.0 1.8 Nash C BB v<-1700.0 100.0 14.0 Wilson C.. BC K 1000 :o 13 .0 16 .0 Nash C.. 9A 9B l0A lOB~- l0C llA <l Wilson <l Wilson 680.0 46.0 L2 Nash C 58. 0 <l <l . Nash C. 560.0 25.0 1.2 Nash C.. · 130.0 4.8 1.2 Wake F 1,r llB -79. 0 1. 2 1. 0 Nash 1> . t ).J...-llC ~ 12A 12B 13A 13B lX 13C ~- 14A 14B ~ 14C 2.-¥' 15A 15Al 7 15Bl7 15Cl7 Z..1 15Dl 7 15Al8 15Bl8 K 15Cl8 15Dl8 • 30 110.0 1.6 <1 Frankl inf (1 Franklin <l Wake 2500.0 210.0 3.4 Warren P 160.0 1.9 <l Franklin fp 2100. 0 41. 0 1. 5 Frankl in 91.0 <l <l Franklin f 240. 0 (1 <I Frankl in f 42. 0 (1 (1 Warren 120.0 1.6 (1 Halifax f 16 . 0 5 . 5 3 . 8 Hali fax t 7 .0 1.0 1.0 Halifax r -1.4 1.0 1.0 Halifax /J 76.0 1.0 1.0 Halifax ? 13.0 ~1 (1 190.0 4.4 20.0 1.3 <I <1 5.3 <l <I -11- ·Halifax Halifax fl Halifax Halifax I 2 3 'f .5 8 /0 ,, 13 /9--IS •. . .. . ... TABLE 1. (continued) Depth of Soil .Layers Tested Site No. '11 NC-00 7*-lnlr A-tk .I , Ji.-NC-013 .,.--- 3} NC-014 1+. • it N.C-015 ±_ K 15" NC-016 ,X C. , H NC-017 II .✓ c.S • p NC-018 \I ~ )1' NC-019 'r!. .,>(' f 7 • JI/ NC-201 :; 4-NC-202 4-1 NC-203 ~3 • 4-L NC-204 3 IX 4-,:> NC-205 1 4-f'~.:2:~-·-·--·--·-· K ··· -NC·'"2UP:.:::ci1i,)< • 4-r., NC-208 3- 17 NC-209 11 • 4::!::_Nc-210 NC-211 L.. • ~ NC-212 I .5 13 NC-215 NC-216 NC-217 l< f NC-218 -~-&)( l'f , .1,-NC-219 i ~J NC-241 ✓~ NC-249 ./ 1. 7 • Si NC-253 · .3 V'\ .sr· ~!EH ·-,.-~~--- 2.-l. , 0 -1/2" 5,200* 4,100 3,800 600 12,000 9,000 14,000 8,800 2,400 10,400 4,500 2,200 4,900 ··-·. -~~,80 ·· --U -,400 11,900 11, 700 610 (40 2,400 4,300 1,900 530 2,700 3,600 6,300 10,000 5,400 66, 208._ * Results in ppm Aroclor-1260 County Franklin f Granville P Granville p Person f · Wake P Nash ·p · Franklin f Nash f Johnston f Johnston C Harnett C- Harnett C. Harnett C. :::z::wc r -r p GI 9 I I I Chatham Chatham Chat-ham Chatham Alamance Warren P · Hali fax P Hali fax fl Wilson C Edgecombe C.. Chatham f' Chatham P Harnett C. I ** Samples from sites lA-15D18 collected and analyzed by North Carolina State investigat~rs. *** Samples from sites NC-007-NC-262 collected and analyzed by EPA-SAD investigators. No data available. -12- PROJECT SAFETY PLAN FOR REMEDIAL ACTION AT THE NORTH CAROLINA PCB SPILL SITE The purpose of the project safety plan is to provide adequate health and safety protection for the workers involved in the pick-up and deposition of PCB contaminated materials . It is not felt that any special precautions will be necessary to protect the general public except to keep them away from the operational areas . Since the PCBs have lain on the roadside for over three years it can be assumed that they have assimilated to the available soil particles and activ~ted charcoal applied for just such a purpose . The containment of the PCB materials depends upon controlling the bulk soils to be picked up and fugitive dust. Air quality studies conducted by the State during a trial roadside pick-up indicai:eu that fugitive airborn PCB particles were far below r ecommended NIOSH standards providing that dust suppression measures, as outlined in the remedial response plan, were followed. It is concluded then that respiratory equipment will not be necessary for the DOT roadside clean-up crews. It is suggested by Ralph Jennings (Head, Toxic Substances Section, EPA Region IV) that the roadside pick-up crews (excluding truck drivers) be provided with booties and coveralls during the operation. This protective clothing should not be taken home but kept for use the following day at a secure location. At the end of the clean-up the clothing .should be deposited in the PCB landfill. Fugitive PCB airborne levels at the disposal site can only be speculated upon but it can be assumed that they would be appreciably higher than those measured at the roadside pick-up trial. Article 61 (Safety Regulations) of the contract document for the construction of the PCB waste disposal site specifies that the contractor 'sha 11 adhere to the rules, regulations, and interpretations of the N. C. Department of Labor relating to Occupational Safety and Health . . ' -2- Standards for the Construction Industry (Title 29, Code of Federal Regulations, 1926, published in Volume 39, Number 122, Part II, June 24, 1974 Federal Register) which are hereby incorporated in these requirements." It is the contractor's responsibility to see that his labor force is adequately protected. It is conceivable that respiratory equipment as well as protective clothing may be necessary at or in the landfill depending upon dust levels during the actual disposal operation. Any State employee located at the landfill during the disposal operation should have comparable protection . An effort should be made to inform all workers the circumstances under which they are to work. This should include the potential risks involved if any, and the fact that steps have been taken to minimize all risks as much as possible. Any worker with a skin rash should be excluded from the clean-up operation. This is to avoid confusion if symptoms of PCB contamination (skin rashes) do occur foll owing the completion of the project. Decontamination of equipment and vehicles will not be necessary. l . +..-~~'}:J_ UL1 '' . ' .·~ ~· I .. \ ' ' >!:.~ .. ' ' '< -~ .. : ----~-.u•~ _'r\ · CHATHA ✓ ---EE CO. ' t J1 l .L• _ .... ,/. "'· -- 4 ,. .. ~' .. ·•"' : I . 1/i( I ~ iijt" -....:... , . ' . ·.-~ ., .,,, ..... "I ,_,,,.ii ;:::-:. ~-/ / - . ~ ----~ \ \ ~\;-- y~ . ,, ::!.£9~ ·;·· . )-. ' ' --------: . \ ., '.'.\. 11,-n'C'~ , :: . ·1 ;"1·03 AM ' . ,, r 1 ,, ~ " -._-:: l!il. ;_~ r '~, 1 -'<!..--.;._ . - Uli' ,~, ~ .,.------. '~ .., i ~ ----~ El !.J.U 't-,:.::_; / '-:-, "' .... ,,,,,, .... ' Oi • ' .!.Lil LIU IJJ Z1 f"':""'?---...-'!.:10~---.·. "-:.. ~ ~fJ~ ~ -,,-. ~ :-----,...__.,,, " ... . ,, ·o C- ..... ~ ' , \ ..,....-::: : ., . .., ·•~ P , ''\ II .,..--'J:1,,,-~- ,: , / n- ' ( ' .. , ~ \ ·; • 0 :r. " }Yv ··~ . .;,1 ' ;/?;,'/--'\ 1;,;; . ·,_ . t T·-..... _ .J /j'/ . . ,y I -_;, • (:· #' / --, " .. ~·/ ... \,, ; ""'(' .· -.. , ..... I· I .... . . . ... . ;_ ;:--:-,.;. .1-'C.."" : ,· ~~ : . \.,, -' __,,,.. > --:: -~-~ ~:..,,. .. """'-':"",-~=-;_.-.v' :-:-,.. -.. --: i ~ " . ~ t,:~ -b -~ l_ • ....,;_.-.,k , ~ , 1 r-.:'I - o,,,,.&o .. --.._,' ) ;,. ,, .. ~-.,I . '.i i \ -- .!. / .;...Cl. ' ~--; .j -:__,,,'---:.; ~-i. r~ ~ -r·------~; .,.. ..... ' ( 11 ,.J ... ---& -.a /~,.p-!..~ ~ -~ e,..;; - "" -~~ No.'\~,/ },• -··---,,...., . ...., ~ : J , -- !.l5!l '.llt .l '..l.li , , "<=-.. I -□ ~ ,- - c..- .l.!,!.I. , ... .!.!l! --;..'Sy,.~/ ~~r;~c; . ~\\.-':,., f--·, I.AN" ,,,_ . ' !J,l,J..,,, · ·- 'Jll.,. ' " -~. . ~---::-s ; I,----.;~ i;_f'· -----._; /tfOO 'oo. ,/ 1.J • ~ ' . SAMPLE A . tJ.11.,\.(/,o,k L .. ~", n ··t ~ ~ .IJoll. ·-· "~ .... ·.;: :: ~-~-... ~ ~ ·-· ~ .. !!!l - ' . J ' ~ '\mt ~, \ ,t:..LJ.J ~ , ... "~,. \/ ; E A(l6) ';J r::--, -"' "11(.L!Jt. l.!.JI dH"'·· -; . • q '1 \111 • APPENDIX C ENDANGERED AND THREATENED SPECIES OF SPILL AREAS IN NORTH CAROLINA C-1 Mammals Cougar, eastern (Felis concolor cougar) Endangered, North, East Birds Eagle, bald (Haliaeetus leucocephalus) Endangered, entire state Warbler, Kirtlands's (Dendroica kirtlandii) Endangered, North Woodpecker, red-cockaded (Picoides Reptiles Alligator, amer1can (=Dendrocopos) borealis) Endangered, entire state (Alligator Mississippiensis) Threatened, inland Coastal Plain c-2