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TABLE OF CONTENTS VOLUME 4 FORM L Contingency Plan for Emergency Procedures TAB L FORM X Radiation Protection Plan TAB X FORM 1 Facility Plan TAB 1 FORM 2 Map Requirements Phase I Municipal Waste And Construction/Demolition Waste Landfills TAB 2 FORM 3 Map Requirements Phase II Municipal Waste and Construction/ Demolition Waste Landfills TAB 3 FORM 6 Geologic Information Phase I TAB 6

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Page 1: Volume 4.pdf

TABLE OF CONTENTS VOLUME 4

FORM L Contingency Plan for Emergency Procedures TAB L

FORM X Radiation Protection Plan TAB X

FORM 1 Facility Plan TAB 1

FORM 2 Map Requirements – Phase I Municipal Waste And Construction/Demolition Waste Landfills

TAB 2

FORM 3 Map Requirements – Phase II Municipal Waste and Construction/ Demolition Waste Landfills

TAB 3

FORM 6 Geologic Information – Phase I TAB 6

Page 2: Volume 4.pdf

- 1 -

2540-PM-BWM0384 6/2005 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WASTE MANAGEMENT

Date Prepared/Revised 02-06-2014

DEP USE ONLY

FORM L Date Received

CONTINGENCY PLAN FOR EMERGENCY PROCEDURES

This form must be fully and accurately completed. All required information must be typed or legibly printed in the spaces provided. If additional space is necessary, identify each attached sheet as Form L, reference the item number and identify the date prepared. The “date prepared/revised” on any attached sheets needs to match the “date prepared/revised” on this page.

General References: 273.181; 277.181; 279.109; 281.141; 283.110; 288.171; 289.163; 293.109; 295.141; 297.111; 299.216

SECTION A. SITE IDENTIFIER

Applicant/permittee: Keystone Sanitary Landfill, Inc.

Site Name: Keystone Sanitary Landfill

Facility ID (as issued by DEP): 101247

SECTION B. CHECK TYPE OF FACILITY

Municipal Waste Landfill ............................................. Construction/Demolition Waste Landfill ..................... Composting Facility .................................................... Demonstration Facility ................................................ Transfer Facility .......................................................... Incinerator or Resource Recovery Facility ................. Other Waste Processing Facility ................................ Residual Waste Landfill ..............................................

Residual Waste Disposal Impoundment .................... Residual Waste Composting Facility.......................... Land Application of Residual Wastes......................... Residual Waste Demonstration Facility ..................... Residual Waste Transfer Facility ............................... Residual Waste Incinerator ........................................ Other Residual Waste Processing Facility .................

SECTION C. CONTINGENCY PLAN

A contingency plan, relating to emergency procedures, must be developed and implemented for the proposed waste

management facility. The plan must include a Preparedness, Prevention and Contingency Plan (PPC Plan) that is

consistent with the Department's most recent guidelines, #400-2200-001, titled, Development and Implementation of

Environmental Emergency Response Plans (http://www.dep.state.pa.us/dep/deputate/airwaste/wm/mrw/forms/master-

forms.htm). The format is that of the PPC Plan guidelines. In addition, the contingency plan must contain provisions

that require routine drills and equipment tests targeted at preventing hazards at the facility. These additional provisions

should appear at various locations in the PPC Plan Guidelines, as follows:

1. In addition to the requirements of Section II-C (Spill Leak Prevention and Response) of the PPC Plan guidelines, describe how the proposed facility will be designed, constructed, maintained, and operated to prevent and minimize potential for fire, explosion or release of solid waste constituents to the air, water or land. As part of this Section, include but do not limit information to site maps, product storage areas, transfer areas, process/handling areas, truck and railcar loading and unloading areas, and waste handling and storage areas. It will also be necessary to address the trucking of leachate, whether permanent or temporary, in this Section of the PPC Plan.

2. For municipal and residual waste landfill, construction/demolition waste landfill, and residual waste disposal impoundment applications:

a) In addition to the requirements of Section II-D.5 (Emergency Equipment Available for Response) of the PPC Plan guidelines, indicate the available first aid facilities, their location(s) at the facility, and procedures for their proper management and maintenance.

3. For resource recovery facility and other municipal or residual waste processing facility applications:

a) In addition to the requirements of Section II-C.8 (Employee Training Program) of the PPC Plan Guidelines, describe the development of an Accident Prevention and Safety Plan to protect employees and patrons of the facility. The Accident Prevention and Safety Plan must include:

Page 3: Volume 4.pdf

2540-PM-BWM0384 6/2005

- 2 -

SECTION C. (Continued)

i) The development of an employee safety handbook, to be issued to each employee

ii) Special operating procedures for potentially dangerous activities, which will be posted in relevant operating areas

iii) A schedule of ongoing safety programs that must be conducted, as required

iv) Emergency telephone numbers and basic procedures for first aid which will be posted throughout the facility

b) In Section II-A.2 (Emergency Response Plans) of the PPC Plan Guidelines, explain State and Federal laws pertaining to occupational safety and their implementation, as well as the implementation of operation, safety and maintenance procedures recommended by the designers or manufacturers of equipment at the facility.

c) In Section II-C.4 (Preventive Maintenance) of the PPC Plan Guidelines, explain how proper ventilation of the facility will be conducted. Further, describe how open burning will be prevented.

4. Provide an up-to-date list of all available emergency equipment. The list must include the location, a physical description, maintenance and testing schedule, and a brief description of the intended use and capabilities of each item on the list. In addition, for each of the types of equipment identified below, check a box to indicate whether it will be available for use during an emergency, and include specific information in the respective section of the PPC Plan. If you check “Available,” identify the specific equipment which will be used. If you check “Not Available,” explain in detail why such equipment is not necessary to protect public health, safety, public welfare, and the environment during an emergency:

Available Not Available

a. Internal Communication or Alarm System (incorporate into Section II-D.3 (Internal and External Communication and Alarm System) of PPC Plan)

b. Communication system capable of summoning emergency assistance. (incorporate into Section II-D.3 of PPC Plan)

c. Portable Fire Extinguishers (incorporate into Section II-D.5 (Emergency Equipment Available for Response) of PPC Plan)

d-1. Fire Control Equipment for Landfill (incorporate into Section II-D.5 of PPC Plan)

d-2. Fire Control Equipment for Resource Recovery Facility, Transfer Station, and Composting Facility – describe the facility water supply, and quantity and pressure of water needed to supply equipment. (incorporate into Section II-D.5 of PPC Plan)

e. Spill Control Equipment (incorporate into Sections II-E (Emergency Control Network); II-C.3 (Inspection and Monitoring Program), II-C.4 (Preventive Maintenance); and II-C.5 (Housekeeping Program); and II-D.5 of PPC Plan)

f. Decontamination Equipment (incorporate into Section II-D.5 of PPC Plan)

g. Portable Gas Explosimeters (incorporate into Section II-D.5 of PPC Plan)

h. Other Gas Monitoring Equipment (incorporate into Section II-D.5 of PPC Plan)

5. In addition to the requirements of Section II-B.3 (Duties and Responsibilities of the Coordinator) of the PPC Plan guidelines, describe how adequate space will be maintained to allow the unobstructed movement of emergency personnel and equipment to any operating area of the facility. Explain what measures will be taken to provide emergency agencies with the specific PPC Plan for the facility, as well as if the facility will continue to operate in the event of an emergency.

Page 4: Volume 4.pdf

2540-PM-BWM0384 6/2005

- 3 -

SECTION D. IMPLEMENTATION OF THE CONTINGENCY PLAN

The operator of the facility shall immediately implement the applicable provisions of the approved contingency plan in the event of an emergency. The term “emergency” includes a fire, spill or other event that threatens public health, safety, public welfare, or the environment, and personal injury.

In addition to the requirements of Section II-B.3 and Appendix I (Examples of an Emergency Coordinator’s Duties and Responsibilities) of the PPC Plan guidelines, explain the duties and responsibilities of the emergency coordinator of the facility, using the following as guidance.

In the event of an emergency, the operator shall:

1. Make an assessment of actual or potential hazards to public health and safety, public welfare and the environment, that are occurring or may occur.

2. Ensure that fires, spills or other hazards do not occur, reoccur or spread to other solid waste at the facility.

3. Immediately phone the local and/or county and the Department's emergency management agency, and report the following:

a. name and phone number of person reporting the incident;

b. name, address, and permit number of the facility;

c. date, time and location of emergency;

d. description of the nature of the emergency;

e. type and quantity of solid waste involved;

f. existence of dangers to public health, safety, public welfare, and the environment;

g. nature of injuries; and

h. parts of the contingency plan being implemented to alleviate the emergency.

4. After an emergency, the operator shall:

a. clean up the affected area;

b. treat, store or dispose of recovered solid waste, contaminated soil or contaminated waste in a manner approved by the Department. Testing of the affected area may be necessary to assure that spilled contaminants have been removed adequately; and

c. prevent disposal, processing, storage or treatment of solid waste in the area affected by the emergency until the operator has cleaned up the area, and the Department has inspected and approved the cleanup.

Page 5: Volume 4.pdf

KEYSTONE SANITARY LANDFILL, INC.

PHASE III SITE DEVELOPMENT

FORM L – CONTINGENCY PLAN FOR EMERGENCY PROCEDURES

C: Contingency Plan

Please refer to the attached Spill Prevention Response (SPR) Plan and Preparedness, Prevention

and Contingency (PPC) Plan that is attached.

D: Implementation of the Contingency Plan

Please refer to the attached Spill Prevention Response (SPR) Plan and Preparedness, Prevention

and Contingency (PPC) Plan that is attached.

Page 6: Volume 4.pdf

ICEYSTONE SANIrI'ARY LANDPILL, XNC.

249 DUNIiAM DRIVE

DUNMORE, PA. 18512

April 15,2013

Page 7: Volume 4.pdf

l<l-:Y S'l'ONli, SANI'I'AItY I.,ANI.)I:I I ,I . ,

I'IY: I Sl)l< 1'1 , A N

'I'A R I.,li OF' CC)N'I'IIN'I'S

/\.. Gcr lcl.ill I:)c!;cl.il~lion 1 . Silc ()pcralion:; 2. 17sisli11g 13mesgency Response Plans 3. M:~lel-ial and Wasl,e Znvenlor)l 4. l'ollulion h~cidenl J:Lisloly 5. Inllslcmcnlotion Sclleilule

13. Plan Imp'lernentalio~~ and 01-ga~lizalios~ 1. Organizalional SLr~ictu~:e 2. l.,isL o.~.l',mergency Coordinalors 3. Duljes auld Respoi~sibililies olthe KSL Emergency Coordindo.~- 4. CJhain of Comrnancl

C. Spill/Leal< P1:evention a~ltl Response 1 . T're Release Pla~u~ilig 2. h4atesid Colllpatibiliiy 3. hlspection and Monitoring Progran 4. Preveillive Mainte~lance 5. I-Iouselceeping Prograln 6. Secu~ity 7. External Factor Plaming 8. E~~lploy ee Training Prograin

D. Countelmeas~~res 1. Co~lilteia~easures to be Uiidertalcen by ICSL Personllel 2. Counte~~neasuxs to Ire Undertalcen by Contract Personnel 3. internal / Extmlal Comm~micatioos and AIann Systems 4. Evacuatioii Plan for ICSL Personnel 5. Emergency Equipment Available for Response

E. Emerge~lcy Spill Control Network 1. A~angements wit11 Emergency Response Agencies 2. Notification Lists 3. Downstream Notification List

Appe~ldix A OTHER EMERGENCY RESPONSE PLANS Appendix B MATERIAL INVENTORY Appendix C CHAIN OF COMMAND Appendix D MSDS SHEETS FOR MATERIALS Appendix E DOWNSTREAM NOTIFICATION LIST (20 MILES)

Page 8: Volume 4.pdf

' 1 ' 1 1 ~ : o11c1*;1lio1,1 is ;I bI1111ic:ip;11 Solid W:ISIC S ~ I I I ~ ( , ~ I I ' Y l.,i~~l~IliIl loc;~l.c~l i l l l . 1 1 ~ l~oro~~gl i s 01' I ) L I I I I ~ ~ O I . C . i111~l '1'111-0011. I . , I . I C I ~ I I W ; I I I I I ~ C O I I I I ~ ~ . ' 1 ' 1 1 ~ l i \~~~lljll 's ~.\iain cntri~ncc is I(lc;~lcrl ~ I I

I ~ I I I I ~ I ~ I ~ I I-lrivc i l l 11 .1~ So11111 17i1sl col.ncr ol'lhc I<cyslollc Ir~il~~slrial l'wlk. '1'11~: I . , i ~ ~ ~ r l C i l l is rlw;il:~~i:cl lo G O I I I J - I I ~ wi(l1 ;ill ~cilllirc~i~r:~ils o1'I'aDOl' Cll~al>l~:~ 273 elo~.~blc lilicr syslel.~~ alltl

olllcr rcgtilalions pcrl;~i~iir~g lo l'lic rlisl)osal ol'solitl waslc. 'l'lle site corila.ins ;I lencll:~lc Irciil~ncnl li~r:ilily lilr 1.11~ c:ollcclion, I~'ci~l~iiail ;~nd tlischarge of.lrcal.ecl leaclii~lc weslcwnlcr illlo Ll~c snnill~ry scwcl. sysl.en~ ~ J I C I . ~ I ~ C ~ by llre Scrariton Scbvcr Aull~orily. '['lie silc has :I com~)~.cl~~cnsive slol-m wnlel managcnient erosion/secli~ne~it.al.ion c.0111roI ~~rog~-arii a ~ ~ i l Ilolcls arl Nf'l-ItiS I'crnlil I'or Ur.ltly Clrcck. .

ICeyslo~~c Sanitary Landlill also operalcs a Stale-or-111~-hl Quarry ope~.ntion. This open~lior~ is i l l clirecl support ol'll~e Il~nrlfiJl ol~cralions and also provicles a limited amount of ~nalerials for salc lo the ptil~lic.

.A mctlianc rccovery plan1 is operalcd on site Lo I.emove lauiifill gases. I<eyst.one is the 1ioldc1. of n 'Sille V Air Qualily Peunil for this operation. The gas colleclio~~ pla~zt uses landfill gascs to ge~lerate elecil-ical power, wl~ic l~ is transfe~~ed lo ilze local tdility grid. This operatioil is coilducled by ICeystone Recove~.y, h c . , ail einbedded contractor. Excess lanclh I1 gas is conveyed via pipeline. to an off-site generating facility in kcllbald, PA and is also used as fuel for electrical gei~eration.

A pugillill is operated on site to solidify drill cuttings prior to disposal. The cuttings will be solidified with lcilil dust, lillle and/or other agents approved by PADEP. Approval of a Minor Mod to illclude the use of other solidifying agents in the pugnlill by DEP is ,

peilding. . . .

. . i ,. . ,- ... . . . ... . .. - 2. Existing Emergency Response Plans

Keystone S cu1ita.ru.y Landfill, h c . has developed several plans over the years (Preparedness, Prevention, and Contingei~cy Plan, an Off-Site Response Plan, a Radiation Action Plan, Emesge~lcy Action Plan, SPCC Plan) in order to respond to rnl einesgency situation in a professional mauler. These plans have been submitted to and approved by Pa DEP and local response agencies as appropriate. ICeystone periodically audits these plans under its Eizviromnental Managenlent System for Emergency Preparedness. Multiple plans have been combined where appropiiate to better coordinate our response capabilities.

Copies of these plans are inaiiltained in the office of the Compliance Manager / Enlergeilcy Coordinator and are listed in Appendix A of this plan.

Page 9: Volume 4.pdf

liS I., sl.oi.cs ; ~ n c l 11scs ;I vnr-icly of ~ii;lle~.ials on si1.c in Ilic nor.mal coul'sc o l' I~t~sincss. 'I'1lc:;c islcl~.~rlc li~cl:;, lub~.ic;~~~ls, i~~~tlust~.ial clcancrs, cquip~~~cnl c~clclilivcs, conslr~~cliol~ gro11is untl cc~ncnls, and cl\emicills :~t;social,ed with waslew;~l.cr i.l'catr~~cr~l.. In ;,iilclilio~l, wc 11sc ;I n ~ i ~ s ~ h c ~ . u I' I~ouscl~old cJcallcr.s Lo ~~lainl.;tin OI,II. ail~~~linisl.r-ali ve oSfi~es. /\ lislir IK ol' Ihc rnalcrials !;lol.ctil ancl Ihci~ localion can hc rountl in Appenclix R al.l.acl.~ed.

A n i~ivenlol.y ol'cliemicnls ~lsecl n~ic l /or stored on site is mainlained a1 l l~c /-\cl~n~i~iistr;~lio~i Ol'licc. 'l'lle conlmon name, Iraclc niume, ~ ~ ~ r c h a s e source, cj~~antily cuicl localion 011 si le are mainli~inctl i l l accosclance wilh the .I-Jazarclous M alerial Ill,ne~.gelicy Plaur~ing ;lncl l~csl~cwisc Acl, n11c1 SARA Title IIT requi1.emen1.s. Amiz~al Ticr TT rej1orl.s are filed as rccluired. NIalcrial Sarcty Data Shecls (MSDS) are Icepl for all chemicals usecl on site. A snaslcr- copy o r M S D S (Il~sec boolts) is kept in Ihc Admii~~islrative Bui lcli~lg nntl slleets spcci fie Lo general areas of the facility are IiepL in lllose areas. MSDS sheels for malcrials lislecl in [his plan call be -found in Appendix D.

f i T n atldilioi~ lo n~alcrial owlled by KSL, Inc., there is a 763,560-gal1011 f~lel oil storage tank owned by Durllnol-e Oil Co~npany localed on ICSL proj~erty. This lardc is llle I-esj~onsibility oSDunmore Oil Conlpaily and they ~~laintain their own PPCISPR plan for it. A copy 01 theis plan is filed wit11 ICeystone Sa~~iIary Lalldfill. See h l~pe~ld ix A.

4. Poll~~tion Incident I-Iistory

ICSL has not 11ad. a1 off-site release of chemical, hazardous material or file1 since the facility has been per~~litted at this locatioiz. Minor releases on- site from trucks entering Ille facility or at the Dullinore Oil Comnpany talk have been cleaned ~ l p by contractors zi~d disposed 11.:-ci;erly. . . ! I , ..:

5. hnplen~ entation Schedule

Info~mation contained in this plan is cull-ent and has been inlplemented. Prior to 2013, the respoilse plan was last reviewed in 201 2. An aulual review period 11as been establisl~ed and followed.

L. 0 - Plan. Irnple~nentation ,and. Organization

1. Organizational Stilzcture

Site Manager / Safety Officer

Page 10: Volume 4.pdf

' 1 ' 1 1 ~ xiit! ~ ~ ~ 1 1 1 ~ 1 ~ , ~ 1 ' 1 ' cs~~t) l l s i~~~c [ill. I,!lt: O\JcI'iIII 0 1 1 ~ 1 ' i l ~ i ~ ) l l ~ I I I C I ~i1Ikl.y 0 1 . 1 1 1 ~ silc. I lc I I ~ I S ; I I I I I I O I . ~ ~ ~ O\/CI. i I I I i11cidc111s ;111il ili:cisi(~~is 011 silc. ' 1 ' 1 1 ~ Silt

i l l lil~.~l'fSilIkI)~ ~ ~ ~ ' l i c ~ l * ~ 1 1 1 ( 1 1 1 1 ~ ~ ~ I I I C ~ ~ C I I ~ ~ ~ ~ O O l ' ~ ~ i l l i l ~ ( ~ ~ lvi 1 1 [ > ~ l . i i ) d i c : i ~ I I)! l.~!vic\41 l l~c SI'I-? l1Ii113 li)r cornl>lcl.cncss i ~ r l i l cll'cclivcr~css. 'I'hcy I.I;I\JC Ihc :~~~lllol.ily lo ~ ~ l ~ l i l t c al'~~li)ilil'y I I I C plan 11s ~~cccssi~t.y.

ISll!;i ncss IVIilllilgCl.

'l'l~i: I ~ I I ~ ~ I I ~ s ! ; W ~ ; I I I ; ~ ~ ~ C I . is ~~cspo~~~sil~li : l'or l , l ~ ( : ~ 1 ~ 1 i l j ~ I . I~~I I I ; I~ ; ,CI~IC: I I~ . ~ ~ S ~ l i s ~ ~ c ~ s ~ ~ l ac:livilics u11cl gcl.~crul ~~tl~~~inislral.ion oSLl~r: silc. In 1 . 1 1 ~ c v e ~ ~ l of a si1.c cllicr.gcncy or. sl~ill \vlicn lllc Silc Wli~nnger is nol ~>l.csenl, Ilic I3~1sincss hla11ilgc.1 will assume t l~c clulics o r Silc Ma11agc.r.

C~onll~lia~lce Manager 1 .Emcrgcncy Cooldi~~alo~:

'She Compliance Manager is responsible for the facilily's conConna~lce wit11 all rcgulalo~g slalulcs perlaining 1.0 ail; wntel- ancl solid waste; 1l1e wastewater lrcalmcnl lila111 aucl discharge lo the Scrailto~l Sewer Authority; the I-acliation monitoriug p.rogram and maintai~~ing Lhe IS0 14001:2004 certi.fication. He will servc as Lhe Bruergency Cool-dinator and be the liaison between the si-Le and the cmergclicy sa-vices. The Coil~pl.iallce Malager will coorcli~~ale a11 emergency cKorls and report all infoi-1nation requested by any and all gove~lulle~lt agencies involved. This is cloile ui~cler the direct sul~ervisioi~ of t11e Site Manager.

Tlie Conipliance Manager, worlcing under the direct supeivision of the Site Manager, sllall have the autl~ority to develop, implement, and lllai~ltain the SPR, PPC a~lcl other response plalls as needed. Additionally, the Complia~lce Managel- is respoilsible for the idell-tification of potential rislts at the worlcing face, leachate storage and treatmer~t facility, shop, pug~nill, and qua~y. Inspectiol~s of these areas are conlpleted and potex~tial risks assessed and evaluated. Contl-01s are developed to address these findings.

The Consh~~ction Manager is responsible for his enlployees a id equipment d~~r ing ail emergeilcy. He will direct his eillployees and equipment to assist in the response as needed. He will follow the direction of the Site Manager and Emergency Coordinator.

Landfill Supervisor

The Landfill Supervisor is responsible for activities at the landfill face. He will directly coordinate h s employees and equipment during an emergency to assist in the response as needed. He will follow the direction of the Site Manager and Enlergency Coordinator.

Page 11: Volume 4.pdf

'I'llc Qua1.1.y Rtlaslcr is rcsponsiblc Tor :iclivilics and c111c1.gcncics in Illc (,)uarr.y. Idc \vill (;oo~.cli~i;~l,c: his C I ~ J I I O Y C C S illl(1 cclt~il~me:nt tluri~ig a11 enlcrgclicy. I-lc will cli~.ecl 11;s cr~rl,loyccs n ~ l c l ccjl1ipn.1e1.11 lo assist in lllc rcspor~sc as nccdcrl. I-lc \vill follow I l ic : (Iirccl ion nS Ilie Sile M;lnager and 1:imcrgenc.y Cool-dinalor.

'l'he Waslewaler Plaill Operator is responsible for all activities aricl emel.gencies at llle wasLcwaler treatment plant. Ile will directly coordiilate l l~e planl's eml~loyees and equipment during an enlergalcy. We may be called upon to assist i n [I-~e cliiergelwy as needed. He will follow Ule direction of the Sile Manager and 13iuc1~gcncy Coordinator.

Shop Supervisol-

Tlie Shop Supesvisor is responsible for his e~~zployees and equipment during an enlergeilcy. 1.e will direct his einployees and eq~~ipmei~t to assist in the emergency allcl will follow instructioil fi-0111 the Sile Manager or Eillergeilcy Coordinator d~lring this event.

Assistaiit Colllpliance Manager

Tlle Assistant Compliailce Mauager and /or designee will review the cl~einical/pl~ysical qualities of any residual wastes proposed for disposal at the site. Each residual waste is reviewed for acceptance and colnpatibility. All infoilnation on the proposed wastes must be coinpleted and ai~alysis provided prior to submittal of the Foim U package to the Departmeint. All wastes niust meet the acceptance ciiteria of Keystone's pennit and regulations goveining residual waste disposal.

The Assistant Compliance Manager will assist the Compliance Manager/Enlergeilcy Coordinator in the coordiilatioil of all enlergency efforts and the reporting of informatioil requested by any government agencies involved.

Page 12: Volume 4.pdf

'I'lic Silc Mi\slcr Mcchi~liic ;in11 st;rl'S:~rc rcsl~ollsiblc Ibr Ilic prcvelilivc 111;1inlcnancc ol'tlic cquilmicnl ant1 11iacl1incl.y. 'l'licy will also ~iiakc repairs to cquipmcnl iiritl rniicl.iincs Lo e1lsul.c Llic: re:a(liness i l l llic cvc~il of :in clnergcncy.

'I'lic s taf f a t Illc working Si~cc oT1llc la~~rlfill reccivcs "hands on" training as ~vcll as spcci lic work instr~~ctions on emergency procerlures and n~unicipal waste acccplancc. 'Thcse employees i~~specl the solid waste that enler tllc la~idfill Tor clisl)os;ll, cnsuring lhal Ilic refiise is acceplable, i l is not Iiazartloi~s, ericl mcets tlic lantlfills pcrmil reqi~i~-c~iie~~ls.

Tlic inspection starcis t~xinccl in wllal lo loolc for a1-d is IcepL abreast orncw Residual Waste agprovals.

2. [,is1 of Emergency Coorclil~atol-s

lames Eiden Joseph Dexter Dan OYBrien Scott Spencer Dominick DeNaples, Jr. Bill Miller Len I~lsalaco

Office Phone Cell Phone

Page 13: Volume 4.pdf

'I'lic Ii~~~cl.gcl~cy C1ool.tli11;1Io1. (liC1) is rcsl1o11sil3lc Ihr asscssi~~g c;~cli clnct.gcilcy or ~ ~ ) l . c ~ i i ; ~ l cll~cl.gci'~cy arisil~g oli silc allcl t ldern~ini~~g llic npl~l.ol,riaIc r.csl,ollsc. 'l'llis will i~~c:l~i~lc :.I ~Icl~cr~i~ir~i~iiori (,)S'l~olc~~li~~l t)fl'silc ir~~p;it:l lo p~~l~l ic . l~c:;ilIli i 1 1 1 ~ l :;;il+cl.y ;111tl Illc cnvil-oiinienl.. ' I l i a in,Sorrn;~lion will be immctlialely conveyctl to lllc Silc I \ /~ ; I I I ; IGCI ' \ v i l l~ ;I ~~ucornlncl~~tI;il.ion oScon'cclivc or l.esj3onsc nclion. 'l'llc I:'C will insu1.c I I I ; I I i~c:c:c!;:;;~l.y 11ol.i fical.ioi~s ant ir~nrlc lo arrsi1.e cmcrgclicy rcsponclcrs nntl I?cgulalol.)r /\j!,t:ii(:ic::. 1-1 c \vil l 1.11(:r1 coortlir~alc i l l cllicrgcncy cl.:for-ls belween ICS I., personnel, off silc rcsl>or~tlr:l-s, povelnmcnl. agciicies ;ind ollrer s~rpporl ~ I - O L I ~ I S 11s ~lectlecl.

'I'lic SiIc Manager is uILimal.ely responsible .Tor tlie overa.11 ol3erntion a ~ ~ d sarely 011 Llie s.ilc. 1-lc will be [lie one in charge iu Il~e even1 of ail emerge~lcy on sile. '['he Site Wlariager w i I1 be assisted hy a team oFKSJ, managers (Site :Ernel-ge~lcy Tcai~i) cornl3risccl o T l l ~c Uusirless Manlager, Co~lipliai~ce Manager, Co.nslructjon Manager, Lanclfill Stipervisor, Quan-y Mas1e.r and S11op Supervisor. The Business Managa: will iisSLtIlle 111c 1.01~ o r Sile Managcr i11 the Site Manager's absence. The Cornpljai~ce Manager .will cool-clinale the i~lciclent fol- 11.ie Site Manager. See Appendix C.

C. Spill/Leak Prevention and Response

1 . Pre Release Pla~llli~lg

Spills or lealcs of materials, wllich would present an emergency, are not expected during the course of normal operation of the landfill. However, despite inspections of incoilling ~SL~C~CS, certifications of talks and proper handling of chemicals, it is possib!~ t h t a amaterial wit11 the pote~tisil for necessitatillg an enlergeilcy response O . * - . . . - ca1 be released or conveyed to ,the site. Recognizing that the ~mexpected o ~ ~ l o o e u q . . . . . . 6 -- . ICSL has developed proced~~res to prevent or minimize these events.

A var-iety of absorbents are staged at the Shop and the Ti-eatment Plant since these areas are tlie most likely to have a spill occ~u-. Small spills in t l ~e Shop itself can be contained with absorbents since drains are plugged to prevent migration. Larger spills that leave the building will be contained by earth moving equipment utilized in multiple areas of the site. h l y material escaping this containment would flow toward the stol~ll water collectioll system and ultimately the stollll water retention ponds. The only outlet fi-om the pond is controlled and any material spilled will be retained for removal at this point. The stoim water collectioil system is the fail safe to other spill control measures undertaken on site.

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' 1 ' 1 1 ~ l;1111i:; C ~ I I ~ ; I ~ I I ~ I I ~ Iilcl oil I I ~ I V C : spill 11r.olcclio11 l ~ y (1011171~ \ v ; I I I c:o~isl~.~~c:fio~~ 01. clclcl*ior 111cli11 co~iI~li~l~lic~iI. 1h)Iir I.VI)CS I I I IVC: s(o~.i~&c C:III;IC~IY p,~.c;rlcl- ~ I I ~ I I I I I I i I l 01' ~ I I c : (;itllc ( I l l y I I I Y \ I L : ~ ( . I lc\wc\tcr, i f I I I C ix~~~(; l i r~~i ic t~l ilid li~il, i i ~ i c l ~ii;iic:ri:~I wo~~I( l l)c ~ : o I I I ~ ~ I I c : ( I ilS ( I c s c I ~ ~ ~ ' ' ) c ( ~ ~IIIOVC. Ally l l l i l ~ ~ ~ i i l ~ CSC;I~I~II~; ~ C ~ l l ~ : l ~ l l \ l l ~ ~ 1 ~ WO\I\C! l 1 0 ~ I O \ V ~ \ I ' ~ I

lllc slol'ln u1;ilcl. collcclion syslclil l>rcviously t1r:scrihctl ilntl worllcl hc si~ililitl.ly cOllll~ollct1.

Alllio~lgli ( I - I C 1;lcilil.y slot.11-I walw n.lnrlagcmct~l sysl.c~n is Lhc hiiselk i l l Ille ovcrrl ol'a 11)ajol. !:pi l I , cvcry cfrorl. .cvi 1 1 bc 111iltlt: lo c:ontrol ancl rcnlovc -1nalcl.iu1 bclhrc il rci\clies a clri~ir~i~gc ::LI.LIC~UI.C. "I'IIC : L ~ L I I . I ~ ~ I I - ~ C C ~ I ' ~ i l ~ ' l l l 1.110~ii1g eclr~il~l.ncr~t 1111~1 ~ ~ t l t ~ l . i i ~ l suilable for consl~.~~clinp, cliltcs on silc ;I[ all limes milkcs 11iigraliol.l of Ii11-ge anlot~nis ofspillctl rnalcrials ~~nlilicly.

Slorln w;~lcr- is diverlecl iIw;ly li-on1 ru-ens w1lcl.c T~lcls, lubricants ancl Llilicls are usctl I-oulirlely lo rni~lilnize [he ~~olential Tor Lra~rslnitli~~g pollulcuils k o n ~ lhesc areas to [he stol-ln walcr r.cl.cntion basins.

Spills in l.hc la'eatrnent plant builcling are contained lo that fxilily. 'Uie spilled rnatcrial can only leave lhc building tl~.roug'l~ the drain line leatlii~g lo Llle influell sulnp and cannot .flow out by gravity. The quanlity o~rmatelids stored at [his locatioli is smaller lhan Lhal: slored at flie shop localion bul the riialeris~ls are nlosc hazardous by nal.ul-e. Contract ~~ersommel would be Lltilizecl lo mitigale and ~.e-mediale spills ill h is location. FaciJity persoiu~el would tuln off all pumps and treatment units and retreat to a sare area until colltractors arrived

Any ~l~aterial that were to spill from a truck entering or leaving the facility would be of relatively small quantity and would by held by the soil for excavation and removal. If the material were to flow, the stoi~n water retei~tion basins would be the ullill~ate clesti~lati.oil a~id reilloval would occur as previously described.

. . . . 5 :..-: -

I I . . . . , . , . . . I. . . : .,. 1 , 1 . 4

2. Material Coinpatibility

All Residual Waste streans proposed for disposal at ICSL ase reviewed for physical and chen~iczll coillpositioil prior to approval by PADEP. The review proc ess ins~u-es ';hat the emateiials accepted are compatible wit11 the lines material a~ ld other wastes being accepted by ICSL.

Fuels, chenlicals and cleaning materials used on site are stored in so~uld tanks or containers made of materials coinpatible wit11 their contents. Ii~compatible rnate~ials are not stored in proxinlity with one another in the event of leak or spillage.

Any materials spilled on site would be tested for the same compatibility traits as wastes we normally receive and disposal would occur off site if necessary.

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AI.C;IS tvl-lclhc.: sn~;~llcl. ~l~rr~l-~l+ilics oI' I'IICIS, 1~117l.ici111I.s ant1 cl~cmici~ls at-c slo~.ctl i111tl llscrl i11.c ilispcclc(1 tliiily I)y Il~osc cml~loyccs 11sing lllc ~natcr.inls. 'I'herc arc: 110 li~l-n~al rccorcl kccping ilocl.lmenls of Ll~cse areas bul r'111y irregt~lari~ies are ~-el~or-[ctl LO Lhe Shop S ~ ~ p ~ l - v isor iiiimccli al.cly.

Clnclc1~gro1111t1 sloragc Lzuilcs (US1"s) ;und the associalccl 11iping used ibr gnsoliiie sIol.;~g(:, arc i nsl~ccleil r~~t~~lilicly by a cerli fierl Lanlc inslaller on a sclieilule spccifietl hy rcgulalion. '1'11~ lnrllcs are also inspected monlhIy (or inme fiecluently) as rcquised by ~.cg~.llal.ion. lZ.cl~ol-Ls gene]-alcd as the result of an inspection are ~nainlainecl by [ l~e Colup1i:u'icc M:u~lagei-. Any recoinalendatioii of corrective action is aclecl uj)on irnmetlialely.

Equipment ~tsed at Keystone is inspected daily for safe operation. Lealcs or any olller clefecl illat may effect the safe a11d dependable operalion of ilze equipment is aclclressed inullediately.

ICeystone has i~nplemelited a con~prel~ensive seivice and repair sclleclule for all heavy equipment on site based on manufacturer's reco~llme~ldation and personal experience. A fill1 tiille mecha~ic is assigned to preventative maiiltenalce. Much of i l ~ e equipment used in the landfill operation for ea-tlunoving activities would also be used in mergzl;cies 9s ceeded. A reccrd of all repairs and scheduled services is mailltailled . .

in the ad!nix!istratioi~ building. , , . , , , : , . . , ,I , ., . . ,.,'.

Az-ra~lgemeilts have been made with Five Star Equipment Company in Duiunore, PA for 24-hour response to provide replacement or stand-by e q ~ ~ i p m e ~ ~ t in the event of an einergenc y.

Rechargeable batteries are used in hand held gas and radiation nlonitori~lg equipment. A set of batteries is lcept on charge at all times and a stoclc of alkaline battery rel~laceinents is kept in the administratian building if needed.

A "bump test" is performed oil the Gas Alert Max gas detector prior to use as recomneilded by the manufacturer. A regular calibration and maintenance program for this instrument has been developed in accordance with manufacturer's recom~~e~udatioils.

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I\/lot~ll~ly i1n1cnlol.y ol'tlis~~osi~hlcs ~tsccl !'or clllcrgcncy rcsponsc (absorl~cl~ts, Iianrl fools, I)i~flct ii:s, cfc.) is L:~ltctl hy l l~c C l~ t l~ l j l i i t ~~c~ Mit~~itgcl. / I!rltcr-j;c~~c)l C'oot.rli~t;lfo~.. Slll~plics arc c~rJct.cd us nccclccl.

I\ rcils wlicrc c:lictnic;~ la arc r;l.oi~ctl 01' used i I I l l~c garage ancl Ircalmc:ol. pla~il are rnor~ilorecl daily to ins~u-e lllesc areas arc kq,l clean i1rlc1 dry. Chen~ical slol.;~ge conli.~it~crs i1l.c cliccltecl Tor 1ealta.g~ or spilla.ge antl ally mnlet-ial nol,ed i s cleaned LIII

i11111 iccl ialcly. Conlai~iers arc slored neall y in a. nlzuzncr lo prevenl accidel,tl.al c1ama.g~ or punc1ut.c. 'l'hese areas art: ItepL Tree of liller aod cluller.

I11 arcas wlicr-c mainlcnance of ecluipmenl is perforl~~ecl, chip parls are ulilized to csltcll oils :~lid/or fl~~irls lo ljlc exl.e~~t l~ossiblc. Dly absorbel~ts are -~lsed i~nmecliately to clean any oils alldior fluids thal: do reach llle .floor. Hosiilg clow~:~ general ,wol-lc areas is discoul-aged ~~iiless the water is directecl to the wastewater tl-eatlrxent facility rathel- tlie slor111 watcr- system. Trl~el-e is an oillwatcr separator on the waste lir~e to the treatmalt faci liiy I.kat is clcalled and maintained reg~ilat-I y.

All drip paris and contxii~ers where waste oils andlor fluids are collected are ein~~tied into the appropriate bullc storage tsudcs as sooil as possible to prevent accidelltal spillage. Waste materials are either puil~ped illto the taiilcs 01 p o ~ ~ r e d using f~1111.els to prcve~lt spillage. Dry absorbeilts are kepi under tllose tlllcs not having structural contailunenl.

There is ail overfill alarm on the waste oil storage tadc in the znai~itenance building and the two in the weld shop to prevent overfilliilg the tailks.

. . . . . . . , . , -. . : . , : . . . . . - --. 4 .

Al! tools mld s~~pplies used will be kept ileai znd orderly. Incompatibles are kept . I , , .

separated.

The Administration Building, Maintenance Garage, Roll Off Coiltaiaer Area and treati~~eilt Plant are policed and cleaned on a daily basis.

Litter is controlled at the worlcing face via a fence or other suitable banier. Once a week, litter is collected and deposited at the landfill. Fugitive dust emissiolls are minimized by the use of water truclcs as required.

6. Security

The site has secuiity fencing to ei1stu.e site access occurs only duing worlcing hours. Access is gained through a manned gate where Security persoulel ensure oidy

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Sccir~.ily ligliling Iii~s I ~ccn ill~Li~llcd i l l Ilic adminislrnlivc builtling, nlainlc~lnncc s l ~ o l ~ :III(I I I . C ; ~ I I I I C I I I plan1 arcas. A guard slalion I~ns bccri cslablisl~ctl ul llic silc cnlr.a~lcc. All I)U.SOIIS, inc;lutli~~g cri~ployccs, c~ilc~. Lllc sjlc Ll~rougll lllc guartl nlalion.

A closctl circuil Iclcvision survcillancc syslcm lins I7ecn insl;ll'Ied al lhc Atlmil~islralio~~ 13uilcIi~.1g ancl llle la~~cllill enlrance.

Powcl- oul:~gcs, floocls, s~~owslorms, etc., are not cxpecled Lo 'have a delrinienlal efrecl 011 Lhc operalion of lllc landfill ancl the occurrence of illese will 11ot pose a Lhreal to j1~111lic I~callli ;1nc1 safely. The lantllill rnainlaills on site electrical ger~eral.ors as backup powcr lo the administration builcling ancl the scales, whicl~ will ensure we can col~t inue to accepl waste. T11e lagoolls have sufficient storage capacity to enstire that leacl~ale or ally malel-ial reaching tl~em can be storecl for rtrture treat~~lent and tliscl~ilsge. S lonn w ~ t c r retenti011 ponds have st~flicient slorage capacily to .insu~.e noll~ing leaves the site ~u~int'e~~tionally.

8. E~llployee Training Program

A11 employees a e trained prior to coilmle~lciilg worlc. Eilll~loyees receive site specific Orieiltation Training to understaiid the laildfills operations. lilcluded in the Orient ation Training is Hazsu-d Co1n1llunicatio11, Einergency Response, Confined Space, Waste Acceptance, Loclc Out1 Tag Out, IS0 Policy, EMS, ancl Health and Safety aspects of the Ia~dfill.

, * . . - I Ezi~Ployees hired for,tl~e Quarry operation receive Mine Safely and Health, k - o . , . \ ... . - . - I . * .- Adilliilistratioil (MSHA) required training. This training is conducted piior to collul~eilcing work on site. Dependiag on the number of eillplo yees and opel-ational needs, these einployees will receive no less than 8 hours of traiiliilg before being introduced to their job 1-esponsibilities.

All eillployees receive annual renewal trailing in all of the above-mentioned categories as applicable to tlieir job hnction. Additional training is provided in asea spec:ific worlc procedures, job specific hlctions as well as "hands on" or "on the.jabU . . ., training.

A training matrix record is kept to ensure all employees receive the required training. Maintenance and working face personnel are also trained in preventive maiiltei~ance, houselceeping duties, fire prevention and scheduling.

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I). ( 'ollrll~:r-rll~~lslrr-~!s

I;acilily pcrsonnol will ~~ntlcrl.akc lhc Ibllo~viring prolcc1.i~~ acliol~s in lhc c\re~ll oTa spill:

I . T)ircr:t ; ~ l l personnel nol. involvcd in 011: ~.c~~~c(l.i;ltior.~ o r c'le;lnr.rp lo \lac:~(c LIE [I l'l!il

2 . Noti l:y I.l~cir. in~~nerlii~tc s~q?ervisc?r or 1l1e atlminislralion b1.1i Itling ol' 1 . 1 1 ~ rcl(:;lsc.

7. .Deploy absorbenl inalerials spproprialcly to coillain or slow 1 . 1 1 ~ ~.cleasc. 4. Mi~liniize Il1e:rclc:ase and conllrle 11.1al.cria1 Lo spill area (sll~ll valve, r.igh(,

conlai~~er, c lost tloc-JJ-, elc) ;IS appropriaic 5. Divert llow o-l'spillecl material toward nearest conveyance to lagoon (ir

appropriate) 6. Diva-I. sile ri1110lf away horn spill area lo rninimizc cleanup

The En~crgency Cool-dinalor will evaluate the situation, notify the Site Manager arid initiate.ofTsi(c i~olifications. The,nutific;ltions may be to local, slate (ulcllur feclcr.al agencies as detel-~nined by the circulnsta~~ces and severity of the incident.

SITE .PERSONNEL SI-IOLJLD UNDERTNCE ONLY EMERGEMNCY DEFENSIVE ACTIONS FOR WHICH THEY HAVE BEEN TRAINED.

2. COLIII teinleasures to be Uncle~"c.ce~l by Contractors

Contractors will be ntilized to the degree necessary to mitigate the spill and prevent off site migration. Contra.ctors will ut~.d.ertaIce I l~e followilig protective actioils in the event of .

,, .4sp,il!:.. . . . I . , . , , . - - 1 . , . . . , # . . .. . . . .

1. Offeilsive actioils that require respiratory protection d~~ii i ig contaiiinlei~t or cleanup

2. Offensive actioiis or cleanup that require specialized equipment not possessed by ICSL.

3. Clea~z~~p of inaterials deemed hazardous by their nature 4. Cleaz~~zp of materials reacllhlg the pond system (if necessary)

0 , . -

' ICSL iiiaiiltaiils a worlcing relationslipwith spiil coiltractors who are qualified to provide any specialized seivices we would require. These contractors provide routine seivices to KSL and dispose wastes at the facility that allows them to be familiar with the facility

6f-I layout and staff.

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12;1tliolol,:ic;i11 12cspo11sc l!i~virunnienlal I)roclucls and Scrviccs of Vcl-111ont

850 Oalc St]-eel Old Forgc, PA 155 18

5701457-1 153 Clo~~lt~cl: .losepli I-lcal y

3. Intcrnal 1 Exlet-ntd Co~~~~~rnnicatiol is and Alaun Systeills

I? 'Jlic Sile Mailages and all asea managers as well as the site working face yersolltlel are. equipped with portable two-way radios capable of communicatiilg wit11 each olher aud the AdminisIration Building. The Admiilistratioll Buildii~g will be staffed to lllo~litor interlial co~nlllu~licatiolls and iilxnediately contact the required agencies in case of an emergency. All extenla1 com~llui~icatioil in the event of an. enlergency will go tlnougl~ the Site .Mulager/ Safety Officer or his designee.

Each pemlaneilt b~~ilding on site coiltaills a phone that has the capabilities of co~lli~~uinicatii~g extmally.

All einergelicy coilxll~u~ications are recorded on a site Incident Report aud maiiltai~led .in . . a file at the ad~llinistsation building.

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ICSI , I I ; IS tlcvclopccl ~,~.occrl~rres li)r ~ > i ~ ~ . i i ; ~ l i111d i.oi.;11 siic: C V ; I [ : I I ; I ~ ~ O ~ i l l ilic cvt:.~~i :In C I I I C I - ~ ; C I I ~ ~ ( ( l i ~ i i ~ t ~ ~ this actir)~~. 'l'llcse procctlu~.cs will he Ihllowecl i l l (.hc c v o ~ ~ i ol' lirc, s1)iIl or oi11~1- C:II-I~:I.I;GII(;~ I . C ~ I I ~ I + ~ I I ~ 111c cvi~c~taliotr ~ ~ ' ~ ~ c I ~ s ~ ~ I I I I c ~ ,

All ol'licc pcrsonr~cl will bc ~loliJicc1 of tllc neerl Lo cvacualc by lhc Business Manilger. I?mployc;..cs \vill exit Lhe builtling via Ihe nearest exit door ancl prnceecl to the sitc's riiain ~~arliir'lg 101. 'I'llc Compliance Managcl- will ellsure all ernployces have evaci~atecl 0eror.c joillis~g t l - I ~ I T I i11 L1-le parking 101. l 'l~e Busi~~ess Managcl- will talce 1.011 call to ensure all clnl~loyccs are nccountecl fol-.

If ail emergency in the Shop Builcling dictales tlze evacualiol~ of personnel, the followilig p~~occdurcs wi I1 bc inslilulccl:

Mcc.hanics and helpers will be notified oftlle need Lo evacuate by the Shop Pol-ema~ or i l ~e lead iiiecl~la~~ic. All mecllanics are to shut dowll or turn off all equil~ii~ent, extinguish f.orches or welding equipment and proceed out of tile shop to the riiaiil access road.

The Shop Foranan will notify the welders in tlze weld shop of the evacuation. They will extinguish all torcl~es and welders and close all flallullable gas valves on tanks in use. The lead welder will ens~u-e that all welders are out of the weld shop and tliat all eqt~iyment is off and sectired before proceeding to the ~llaiil access road. The Shop Foreillan will take roll call to ensure all einployees are accoui~ted for. Wlleil dl eillployeea :ire present, tlzey will proceed to the site's i l ~a i i~ parlcing lot or follow the . . . r . . . i , .. . . insl~rtctions ~ofeil~ergency persoir,el;. . . . . . , . , . . . ., . . . , I - . . !..,.. ., ,;,-,

Laild.fil1 einployees will be notified of the need to evacuate via the coinpaily two-way radio, the Landfill S~~pervisor or spotters. Eq~~ipmeiit operators will position their machines off of the fill and t m i off the engine. Landfill spotters will ensme all otller , .. . equipment is turned off and direct any customer vehicles out of the disposal area.. Landfill. laborers will proceed directly out of the disposal area ill an orderly fashion aid will meet at the main access road leading into the fill.

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A ' I ' I I L ! O ~ ) C I . ; I I O I ~ S ;111il I ; I ~ I O ~ C I - S will g;llIlc~. i l l ~ I I C I I I ; I ~ I I ;ICCCSS r4o;iiI i111o 1 1 1 ~ fill ;111cl \ ~ l i ~ i l for illc l;\~l(llill sl~oilcrs. 'l'lic l.,;1111llill S111)crvisoi. will CI~SLI IC l l1 ;11 ; I I I cii~~~lo.yccs II ; I \ /L : cv ;~c~~;~lc t l i ~ i l t l I)c- Illc I;~sl pclxon o11l of llic :lrc:l. I-lc will inocf l l ~ c I;~i~cllill c~~~p loyccs ;I(

l l~c clcsigll;llcil ;Ire;\ 011 I ~ I C iIcCCSS l-oiid i111d f,ilkc R l i ~ ; l d COII I I I . . OIICC all llic cr~~l~loyccs i~rc i1cco11111cil lilr, illCy will ~~r.ot:cctl clown llic acccss roacl fo llic C ~ L I S ~ C ~ syslc~ii alltl ~ i ~ i t

I ~ I ~ , I I I C I - i ~ ~ s l ~ ~ ~ ~ ( : l i i ) ~ ~ s O I ~ C \ / ~ I C L I ; I ~ . ~ ~ I I IL) llic sik's I I I ; I ~ I I p;~i.I{i~lg 101.

111 1 l lc c\~clll an cvacuetion is necessary a1 tlic Quarry Ol,eration, 1 ' 1 1 ~ cr l .1~1~~1. ol~cr.alors ancl li11~orcl.s will bc iiol.ilicrl ol'llle need 1.0 evac~sz~lc via lwo-way r:ltlio arid through tile Q L I ~ I * ~ ~ Musl.cr. 'f'llc ol>ci.al.ors will shut down all cquipmenl and proceed lo the tlesigrl;~l.ctl 31-ca 011 the n ~ a i ~ i access roacl. I,abol-ers will ensurc any eclu~ilamenl. they al:e Llsir~g i s L~~~ncil ol'l'bclb~.c leaving thc crusher^ tiren.

'I'he Qu;u.~-y I\/lnsf.el. will be the last persoil out ol'tlie area, aftel- ellswing a11 employees have cvaciialcd. l-'le will meet Llle c1uan.y persoiulel a1 the maill access road and take a heacl counl.. Oncc all employees Iiavc beer1 accounte(1 Tor, they will proceed clowri tlie acccss ro;ld or as clirecled by resporlse perso~ulel.

0 h~ the ever11 the Lrealmeilt plant needs lo be evacuated, persoiulel will be notified by two- way radio. 1.C the eillergeilcy is at the plant itselc the operator will notify the Ad~lliilistration Building of the eillergency via the two-way radio. Employees will hu11 off the effluent pull111 if possible and exit the building using the nearest exit. They will asse~nble 011 the main access road by the entra~lce to ICeystone Energy. The treatmeilt plant: operator will ellsure all einployees have evacuated before proceediilg to the meeting area.

Pug Mill Operation . . t . ,.. . . . .,

., In the evci~t the pug mil! operation needs to be evacuated, persomel will be notified-.via. . . ... -. . -. - two-way radio. If the einergeilcy is at the pug mill, the operator will notify the Ad~ninistration building. Oixe all the eillployees are accounted for, they will proceed to . the Administration Building.

Alann for Evacuatioil

. . Due to the exte11sive area of the site, an audible alanl is not a sufficient means of . . . . . . . , notifying personnel. The two-way radio is the most efficient ineans of notification. All areas of the site are covered by this coinn~unication system, and coilveyance of the

n emergency is easily distributed through this system.

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.lo!;cl~l,~ I !. I3r:slc1. SiLc Manager 570/490/01107

Ilo~ni~ ~icli I.)cN:~j)lcs, :1,1.. L,ai.lcl Till S~~per-visor- 5701840-07 13

Jim Eiclcli C o ~ i ~ l ~ l iance Manager- 5701840135 14

Scott Spcnccr Conslrucliou Manager 5701499-9905

Franlc Ulslhl

n Bill h/liJler

Q~1an-y Master

Landfill S~ll~ervisor

5. Eiilerge~~cy 'Equipment

The emergency equil~rnent listed will be tested and maiiitaiaed 011 a regular basis as suggested by the s~~pplier. After an einergency, all equipmeill will be decoillanlillated, clealied and retuined to its storage location.

,. ~oea~-jsns:. , . , .. , . ., . ,. .Admnin. . - .Admillistratio B~~ilding . . ' 1 . . , . , . Shop Mainteilance Garage Plant Treatment Plant Ciusher Roclc Ci-~~shi~ig Equipineilt Mobile Mobile Equipment (t~uclcs, piclmps, heavy equip)

Absorheilts (socks, pads, kits, booms) Plant / Shop - . h r Con~pressars . (portable) .. . - . .. . Shop ... - . . . . . - , ...... - . Camera, CB Radios (5 ) , Tix~clcs (2) Admin. / Plant / Shop Confined Space Equipment Plant Decontaminatioil Equipment

fl (Safety showers, eye wash) Plmt 1 Shop Excavation Equipment (dozers, loaders etc.) Shop

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C ; C ~ C ~ ; \ ~ O ~ S ( 3 ) wlliglils, (1) 35 K V A ( I ) 'I'r\rclt mo~rr~lcd

.Ii~cks. 'Tools, lxigging lhl~tip. (Cullir~g L ! wclrlirig)

'I'wo-W;ry I<ililios ( I ) basc, (LO) pol-Lal~lcs Walw I 'urnp (gas) ( I ) I SO gpln ( 1 ) I000 gj1111

l'irsl ;lit1 kils :~ncl fire cxli~~guisliers are localcil in cvcry builtling on sile. All heavy equipment ar~cl company tr~rclcs have an ABC lire exlinguis'l~er. In adtlilion, [he cluarl-y o.ffice trailcl. co~ilaiils an industrial First Aicl Icil, baclcboal-cl and shoclc 'bliulket.

B. Emergency Spill Collb-01 r\Tetwoilc

I . Al~angcn~ents With Elnergency Resl~ollse Agelicies

Keystone Sai~ilary La~ldfill has arranged wit11 t11e Lacltawaula Couilty Einel-gency Mmlage~ilent: Agemy lo 1llak.e the dow11strea.m notifications in the event of a petrole1.1111 :.

product release. They wo~zld inalce the notification to those m~ulicipalities witllii~ the 20- mile notification zone in Laclcawalma County.

ICeystone Sailitmy Laildfill, hlc. has a ~ ~ m g e d for the L~zzerne Coullty Emerge~lcy Managemeilt Agency to nlalte the downstrea~~l notifications in the event of a petxole~un product release. They would make the notificatio~l to those lnullicipalities within the 20- mile notifici!.tion zone in Luzenle Co~mty. Notificatiojl will bz lnacle tin-ougll #the county's . . , .

I - . . ei~ergency.tone alert system. .,. . . . ., , , . . .. .... . . ( . . . ., .

2. Notification Lists

Agency Notifications:

PA Dept. of Enviroiunental Protection Laclcawaula Coullty Emergency Management Agency L~lzelne County Ernergei~cy Mailagen~ent Agency . . US Eliviroluner~tal Protection Agency Natiolzal Response Center PA State Police Duimore

*7 t PA Fish Commission PA Game Commission

Page 24: Volume 4.pdf

3. 't>owt~slt.cam Nolifical.ior~ L,isl Kcqtrired by Storage Tanlt Act

All dowttsl~~e;~~n rn~tnicipalilies 2nd .Fxililies with slrear~~ illlaltes withi11 20 miles oTa Llcilily 111171 slorcs > 2 1,000 gallons o.f regulatecl subsla~~ces al~ove ground n~usl. receive noli fication in lhc cvcnl o.f reJcnsc. I'Jley musl also receive ,u~ inve~~lory of material storecl on sile upclalecl annually.

Scc Al'PENDlX E. n

. I . , . .. I . , . . .. . . ..

Page 25: Volume 4.pdf

I'l.cjxll.cdncss, IJl~cvcrrlion e~lcl C'olllirigcricy IJlan (I'lJC l'la11) - 'l'hc I'IJC' I'lan is colnhinccl \villi aricl a par1 or Ll~is Spill 1'1-cvcnlio~l llcsponsc I'I;III (SPR I'l;ui)

Itc\~isccl I Kcvic\vctl: A111-il IS, 20 1.3

Kcviscd / Rcviewc.:cl: Ap1.i 1 12, 20 13 (Ii~corpo~-alc(l 111 PI'( '/SIT )

Ri~rlinlion Aclion Plan Rcviscd I Rcviewcd: .lrlnulrry 2 3 , 2 0 3

Spill I'rovc~~liorl, Conlrol And Co~~~llcrmcasurc Plarl (SE'CX Plan) Rcvised I Reviewed: May 22, 201 2

Emergency Action Plan Revised / Reviewed: April 1 I , 201 3 (Incorl'orated in PITISI'II)

Dunmorc Oil Company PPC / SPR 131run Ilevisetl 1 Reviewed:

Keystone Sanitary Landfill, Inc. is in the process of reviewing, revising and co~nbi~lillg various response plans that have been developed over the years. The goal is to develop a conzprehensive approach to Einergency Response that is both usable to facility staff and protective of public health, safety and the eilviroilment. Our goal is update the plans at least a~lnually of whenever there are substantial changes to the facility or our ability to respond timely and effectively to emergency sit~~ations.

Page 26: Volume 4.pdf

Ci;~solinc 3000 Gill CI S'I ' Sll iy? Arca

l>i~:scl 1711~1 I 2,(100 C;;II AS'I' Sl~op Al'ca

I3icscl I'IICI lO.0~10 Ck11 AS'I' Sllop Arca

Wnslc Oil I ,000 Ciiil AS']' Shop 'l'anlc Roc)nl

Wi~sle C)iJ 2,000 Cia1 AS'r' Weld Shop

'Motor Oil 8,000 Gal TIST Simp Area

I-lyclraulic Oil 6,000 Gal UST Shop Area

Gear Oil 2,000 Gal AST Shop Tal-llc Room

0 T~-a~~sl~lission Fluid 1,500 Gal AST Sl~op Tank Rooin

Tsai~smission Fluid 1,500 Ga.1 AST Shop Talk Roo111

Antifreeze 1000 Gal AST S11op Talk Roo111

Sodiuin Byclroxicle 1500 lbs. (Max) Plastic Carboys Treatll~eit Plant

, Jsol~rgpyl.Alcol~ol , 750 ..lbs. (Max) . Dnlm Shop Tad< Roo111 . .. - , . . ,, : i ' . .+ . , , . , . . . ....

Phosphoiic Acid 100 lbs. Dium Treatment Plant

Sulfi~ric Acid 3 000 lbs. (Max) In Batteries Various Areas

Hydrated Linle 120 tons Silo Pugmill Az-ea

Quiclc Lime 120 tons Silo Pugmill k e a

There axe also 55-gallon dnuns of specialty lubiicants stored on a sllort time basis in the Sllop Tailk Room. The number of drums varies but is usually in the range of 8 -12 at any

("\ give11 time.

AST--- Above Ground Storage Tank UST--- Underground Storage Tanlc

19

Page 27: Volume 4.pdf

.l oscpll Dcxlcr Dan 0' Brictl Silc Manager Busi~icss Mi~nag~ l - 570/4.cj0-9907 570/4.99-0!) J I

1arnc:s liiclen Scotl Spc~~ccr I 1 s . I Gal-y Bl~ller r.)nminiclc Z>eN;il,lcs, 1 1 . Rill Miller C O I I I ~ . h/lgr./ I . 4 . Quarl-y Muslcr Sliop Supv. L,rlndli 11 Supv. L,a~~cl fi I I S L I ~ V .

Enic:t-g. C'oorcl. 5701840-3s 14 57014')'1-0908 570/.34.8-5782 570134.8-5782 5701840-07 13 5 7014 0919907

Len Lils;~ lilco Assl . Clnmp.Mgr.1 Elmerg. Cloortl. 5701954-4440

Page 28: Volume 4.pdf

A I I I N I I I MSDS SlllilJ'I'S IiC)I< MA'I'IIICIAI.,S LlSl'iU AN1>/01< S'I'OI<I-iD ON SI'I'I?

Scc I .is1 o1't;licniic;ils ~ I S C ~ ii1 KSI., all;~cl~ccl.

SEIj I\/IAS'l'l:~K CC)S'\' 01' MSDS SI-IOEr'S IN ClOMPI.,IANC:fi "I\4ANACiER7S C)FFlCl?

Page 29: Volume 4.pdf

. . . . . . . . . . .... . ;;,;*; -,;v!,,;sk;,,;t > $ . ' v 4 ' + + , . , ,, ; ' : I ? , . * .., . .. ,,, ...;...; .,,, 2, .?,,"... ).,.,.-,,*3;:;:,$:h h12.:~.;~8:::,..,e~~.:.::,. : *;*.., :,,, , ....... .... F . . ' ' : . ' . 1 , . . . . .

. s . . . . . . ,,_..-., ... ..,-:,r~.:-.:' ;-.A!.+.- .....-.....-I .-L -... L.'L .....L...*. >c'.- . *".* -L~,~~L:::-~:..~:.:,:.-~ -2,::;. i: ':. .:"--I -,---,. .... -,,- -- ... ............... I;~(j~;j,#fi~i9~/~q~l~n!;l~l~saufapI:u11b~~~!~~f;/&j$IJ~ ~ ~ ~ ( ~ ~ $ ~ ~ ~ ~ ~ ~ ~ ~ ~ # ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ i ; l , ~ ~ l u ~ ~ ~ ~ # ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~ l ~ ~ L ~ ~ l ~ P ~ ~ i ~ 3 q

, , I . , I. . .I I ................ !Calciu I Carbido , j ~ : ; ~ 2 .!&.,:..A ..-.-..-.... -.-. - -.. .......- I .I ................................... ".--..-...-,..".."....,.>--. I

,;IM ,*i$ :{(; :;:# ,;',.;;;,.",.;'.- ::: . i. .!. :oCate~ p l ~ l a r ~ l Teh1 l :1~Mi1 i l i6 l i i :~~~ la l~~: :~~ \*--l,. . I . , 1 I?.;

?.s.> ,, . . ....-. -.-- -..-.--..-.-..--. --,# - - - -.--.A ---.-..--.-.. .-'........ . .-.. . . . . . . . I., , . . . . . . . , , , . . . . . . . . . ~ , q + ~ ~ : ~ ~ $ f ~ ~ l ~ i t ~ , ~ . . . . .,--.,..--, ,::<~Dololn{te ,- . . . . Lilne !, ,...::.:, ': . . . . . . . . .... ::I

I I - . . , . -.--.-,--. --.- "...-........._.....I...-. -_.-._.__ - ---. -I :RDCQ ;~i..od~rcl ;ST-30 , . .%, . ,.-, ..,, I

jK* ii_;

-- . --- - - - - -- - . -. . -- . . -- . .- .. -- L ------ .-.. .- ..-..---.-.........-..--.. --- c~ ! l l qc las t r i ~ , s :Cc i~ f~~~a~~~ i~s . . . . " ~ a ~ l t a m l j - ~ ~ l b e r ~ l a s s Resin ............... 1

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" .". ......................."A ,Ae: ...--,. --.* -. .--.... ........-..-..... --.---,..-. ..-----.. , ;n;lConclii~;:" 01" , a ' " ' . . . . . . I .

),',..:I ...... .I.,,Z. ......: ; .::,.:.,.. .---..--- .-...---.--. --.-...-.--...-.LA. - .-.-.-...- --.. ...-.. ..... .......... __._._.! :Allincl!C;cillciitlB, INC;. i.Percdl iEdDik ! ...... - -. - ...... . . , ............................ ........ ,- -2.- --.A';. .-'-...-- ..-.. ........ 1 .-.. ...........-...........-..... _,_..._ . . ...... ,/.Elalo 3~:1.211 .i ;., : i P ! . . --.-. " - : .a,,- - -2 --- <+ .................................................... .,-,.; ............. I

;ARC 'Dry Chert-iical ,.~l~leicx;;c;~l:~~::. ' *. ........ ..-. . . . . . I

.........-. , i.. *-.. ....... --.---- .. --..... ........ ........ " .i ~ ~ { l ~ r n K . i ~ h ' e i i . i i ~ a ~ ~ : . : ' S U D ~ ~ ~ ~ O C A.s'\ 083RS t ......-----....- - . .-

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. . . . . . . . .

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

. , . . . .

....

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

. .

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

I ....... ...-.......-.....-.... 4

: ChemcentrallDyes & Pigments Division ;,I6880 Automate Blue 8 *---- . . I -.---..---...--.-----^--.----- -..- --,

I Chemtod! lncorpora'ted ' :'Cemerit-= -.----- -.--- -.... ............... -.- . + ----.- ..... ..-.--... .... ---.. ........................ --.-.--- I : Chemtool Incorporated ; Blue Dye . ,-----.-----.--A_- .I..---.------.-..----.__ _ _ _ . _ . -_.--.--_..___ , 4 ;C~er%t~l-lnc6rljo?ated ' . :.CK6mf6.6l.Coritact Adhesive ; . I--'------.----- .................... .-.-." :,.----.---..-" . . -. .. . . . . . . . . . . . . . . . . . . . . ,-" .... -'

l Chemtool Incorporated Red 'Dve L .A-- -.-...--.-a -_ .. ...---- "__ --------.--..-- --.------------- i Chemtox L e d &~fate

. . . 1 . - - . -. ..-. .............. .- .... -.---.-.- ".. .- ....... _... ,- -..-. ........... - .- .-.- i ChevronTexaco Cat-Extended life Coolant (50150 premix),. ...-......... ! . r- - -- -. - - - - --- - - - . . - - . - ----_.-I_ _------ Cltgo . Hydraulic fluids SUS-2 (8 different kinds) ... .... . I-------.-- ........................... - .-... .*.....,-77 .----.---...--- --.--..-..--.--....----....- -. ---.

;Cling Sudaae .Company ---------. ~.Opep;G.earf!Nire..Rope..Lube -- ----- .-----.----

zonvenience Products ................ ........... ..... .... ..... ........... .. 'Touch 'n Foam'Triple Expanding, Minimal Expanding, : ' r v - - - -... --r -... -- .-- .- -.. ---.,--. -...- ..----- ; Copps Epoxy Resin ----.-.-.-.-..- --.----.-.-..-. __.____ ______ _-__. -.---.----A-

: ..- Copps '.LV.Ma~dener (Epoxy Hardener) ......................... . . . ..... . . . . . . . . .-.. ..... " - . . . . . . . . . . .-_ ........ - .......... -. -..--

Re~fision

* T r n T r r . r ' - . - . . ... n A... o iqrt in-,

Date

09-12-12 .

Description - Added More Chemicals

Page 30: Volume 4.pdf

Revision

- r r n ~ c.- A A 4 - . . . - - - .- - .-.-

Date

09-12-12

Description

Added More Chemicals

Page 31: Volume 4.pdf

. . .-.......I--...............-. "..... . . . . " . . . . . ' . . . . . ....- ....,,..-- i..."L",....,-- .............. ........ , . ,

: ~l$l.~e1.'Scii6ntl~Fic: I ~ d ~ ~ s s ; i i i i n ~ ~ l i l b i ~ l c l e ' ~ o ~ ~ l l i o l ~ ~ s ,- -,l--.Cl.-.l "-- .......................I...... .....-... ........ _ . .."----..-I .... -.-- -. -..--- ..-., ! ..... ] LA,t.;.+.n,L~~12:cA !=isl;~@~:.,Sdier~tific ................... ..- . I Pdtas.;i~jm~Cliloride .......... Saturatecl at ,20c ......... ..-.-.-.. . - . . --.*. ............................... ... I i ~iSIje,rjSjc!al?titic --.----.--.... : . .-.- -.....--..-. . ~~K~iimonlu~i!C,oliiljinatiol~~ , ,,...+ :;.,. .......... - --...--. Elccb'ocles; Activ1l.y i .

. ' . I I I ,

; i ..,.-,- F i s ~ l e i ~ ? S c l ~ ~ l i l f ~ ~ ~ ~ : ' ;w.--.-f --.-..... . .. ..-..,... ........... ~ ~ ! ~ f i ~ f i i ' i , ~ ~ o ~ f i ~ i ~ l l a t ~ o ~ ~ EII?CLI.CIC~~~ 1)l-I Ionic Stl.enyl.il ............ ........ ) +-L I-----.-" -.---.--. -- ----" ....- . . . . . FiSlte . ~ ~ o t l ~ e ~ : s Rkfinincj CCI.

-m,--.,--T--'.... "" ....- .....-.... 1 LiiSil~late~#~;!~242, '1 24-!I, '1 240 * "...... . .... I .-..., ;2.-*:....., ...... ----. C 7.-.--....... ..-..- . - . . - - ...-........-..-... i

~!~ot~(~~~!;cI;'~lnc;:;"'. ' ..,,EleeW~. ar$@q$-? sLiquicl, I . . +&,a.z.;;.~"' .- ....................................... ... -.--... .-., -..- .... ............................. I . . I !.%14-, ..,...--.......&.- - ..--- '...... i , ~ " . ~ ~ : : ~ f j G a t l a c l a ' : '.. ..-...-....-...........-......... . . . . . . . . .:,Mydlogeti:;Cei%xide " . . . ......--.- . . " .-".. "-". ....... .. .--..-.-.-... . ~ ~ : ! c , , : ~ ~ ! l l ~ ~ ' M f ~ j , Cc). IrK.

i . I Flint, FE! icfigriurn (LJN'I 323)

; ..... :.+ ----.--- ---.-.-.- ................. -- ................. A. .. ,-..--...-..... ...--.- ....................... ............-..... ............ ! ~ ~ r ~ ~ [ a l ~ C t ~ ~ b r [ ~ i c a l C;C)~I:). I--,- . .23ulf~1ric ACigs.2.j; ., ,' _I__ ....................... .--. _._.__.__._____.._ -,.'..A+ -. ....-.-.........-...-... . ....-..-.-,---. . v-- ............................... ! i-.-z-.Lss..,--.--.--.--... ~ecircji i l GLIIIC:CI~~. : Airbralc ! .fintifreeze .......................... ,--.-.-A,&-- ~ ~ v ~ ~ , . ' ~ - . - - . - . - - . - . . - - - . - 1 ~jl~~fi:::!::. -,",: '"' '

1 &--- ...-...---.-.......... .-..... : Sod~um'Polyp!~osph'ate, Glassy -1 ...... . &.- ------.-----..--.- ...- 1 ~ i l ~ b ti?,:;+ ;:! . -P~S~KI:~'~.;AE~I:IS (70..05~/~) I

Revision

- - .

Date

09-12-12 .

Description

Added Moce Chemicals

Page 32: Volume 4.pdf

Revision

. -

Date

09-12-12

Description .

Added More .Chemicals

Page 33: Volume 4.pdf

' Nltlogon, Compl~assad Gas : MG 11 ~clllbtl lClS I .-.--... ~ M G I I I ~ I J S ~ ~ I ~ S I Acetylene --- ........ : ,,.......... ..; .............. .............................. -,.---.., "..I . . . . . . . . . . ! MG IncIustl ~ c s I Oxygen, cornpressecl 'cjas :. ' . . . . : . 1 !. .... - ---.......--..---...--.--............--. .I.. -----.---.--.. .-. -.--...----. .-.--..--..-.-.------...

I . . . . . . . . . Polrex EM : .. .' ;:',:L"'.;I'!,' , !nAn1311,~i.' . , : ... .*, I (,"I-.... ---....-..,... . . . ""I-_--" . " . . -..-....-" --.,." ......... "...""""""-."-'---"-. '.'--",.'"'-:

,I l y d ~ ooarbons and,.at!dltlves :lv&ll .OII.CC). I

.,,--; :.;; &.- -.... ....-......-........-..........-.....-....-..-..-... -- . . . . . ---.-.--- -. .......... .......-..-....-.............-.. . . . . i Rilobll D6lvz1c I-lycli-&l/c: 10\N " .. * 1 ( \ ~ ~ l ~ I l : O I I .Cc!~:(n . . . . . . . . . . ,,2:--'.=:z.-. ,----,.,.- ................................ ,.. ..'".. .... '."..-'.I-.-"::.:: -.., 1.' ...................... ..; ..--. :: ........... .-.---.-.,..-. i MQJ!!~I,;OII .C:orp Mobll Delvac '1 XI0 'Super'. ... --.----.--. -"- - ....-.-.--. . .-.. --..--.-... -.-- --- .....-.- ..- . . : ,--,- Mcib'iliOil .r;:-L -....-.- Cc1I-p /IMC)LIII StlC 62.9

' I ....................................... .......- ..--...................-..-................... 1 ........... . . . . . . . . . . . . . . . . . . .

:Motiil:'OilnC;c~rp i Mobilubo I-ID HOW:.FIL)..:.: . -1 ._._.I-.- ----" -..-..-....-.-.,..--... .... -.-.--" ..... .....--....-.... ............................. : .....-.....-... 1 i . I__:ii._-r.~-i_i IWlc)I~il~:Oil~C;c~r~) Ivobll SLII:)~~ I-IF 'II!W-3O ....................................................... _.--.-- --._ ___ ........... ..... 1

: Mcibil SHC 630 ' RAnhil Oil 'C:crro I ,.-.--.. lin.A..L.-.'r - .. - ;--- ... ...-..-.........--....... I --.-I-... * .. .. . . .......... a R"nhiI.OII C:orr~ : Air'tool Oil I

t'MoIjll Regular 'IOW ' f ~abilinil:Gorp . , , I . . . r---. ^...',.C.r. .-.... ........................................... "1 .-----.--.--.- ; 1:.;.!i;.-* ? ..i: .... -. 1 I ', ~ I W 1 i j ; ~ ; ~ ! ~ ~ ~ . c ~ ~ ~ ) , ' " !Mob!\ Delvac; '1200 Super '1 5W-4.0 . ..- ' -'-' -, ',

I&:-.: +...- 1. f -...-.--.. '.--.-'-.-, . ..-<.. A,&---* . - ............................................. . I MobiliOil'Cbr~ : ~ol;il DTE 24 . :. !

..-- . . . . . ................. .... , , -. .-----.---- -...- .--+ .............................. .... . . . . . . . . Ifiobil!~il .. Col-p f ~ o b i l ~ e a r 629 . .

..;..,, -. *-------.---.. --.-.-.+-+.---"--.-.----.--I--,~~~. I. I.-- ..-----...----.------*---I,--.-------.- .- j~i lbbi i ;~i l Corp ................. .... I Mo.bilgi-ease CM-S :,..:i.,-::!'::. ;. ' ,.. ::. "; - .-.. -..--.- -5 ----..--.----------- -L.-.-.. . . .. . . . . . . . . . . . . .... , "rMd5il!,Oil'Corp . ~N'ldljil Alino 525 ' , :..:< ...,. .,.. .>. r+o;.. ,. .. .{;! . . . . . . ....:-.. .,. .. .--.----.-.-- .-.... ...........'...*....'c.....lr.....]_-- ......... ..-.i --̂ .-.-- .--..-.------- . .

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

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

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

. .

........... ..-..--.. ........-. ..... ................ ; ''~ob,il Oil Cotp, i.!Ylgbi!grea~e~C.IVI.W . . ..... . I

. . . I - - - - - - - - - . - - - - - : ----.- --------- i Mobil Oil C o r ~ . 1 Mobilaear.626

' ' .I " _ - _ ..-.-.- + ,--.---..--.. -l.-.-..-.----...--.---.." ---.--.--.--- I

Mor?'il,Oil Corp. Mobiltrya.HD 30 . . . ,; >... ... : . , I . , . . ,C-.L -----.--.---------- --?. . .-----,-------.--.---s- """-:-I :...... -~.$Mc.lii;ie-yaintAMar~ufactur.ing . . . . ' bat6r 'Ml i~ Yellow Aerosol'e~~amel 3,.z,y21g:~L A.b;e.8, ... ....:. !*.-. . +-L --.-..--.,F.-..-- . .....- : -.-- . .-.- cr.---.T--irl - ---.-... .-.... ----; ......... ----.. - ,., -,;. !' ,:::I. !.:I' . ::,, . . ,

. MO~~O'CU~D~P'V i R'&iii&lb WeatherMW 'Herbicide - I . " r .

*__ -- ^---

3 M,ycogefl'Corp. ... i Scythe'Herbicide I ................... . I.-*- -.-.-- .-.. ........................... - -.-...-...-.-.------.--- -..... ..-.. ; N alco i Nalclear 9807 PULV

" .... , . - ................................................. ........-,---. _-..-.---. .................................................... 4 Nalcq ,987.6 PULV Flocculant r-- ......-......--...-.-...---..--. ..... I ................... -,-I--...- -----i ----.--.-..... -.---------.- "N alco : 9877 P.ULV Flocculant I . - - - ............................................ __-- .____._. .-....... ___ ...................................... ; NAPA ' Mac's Windshield De-Icier 7000 .-- ----.---.---,--.- -------- ~at ional Chemical Labs i SteamC~ CT-200 - .- .. , ............................ --. ------. .....--.--.... ..-- -.----.--..+-.---

. . . . . a s .-: I\lafr~um Products, INC ..-. :Sodium Carbonate, Anhydrous; SodaAsh.... -.- - _ - - . - - - _ ___ -------.--.- _ _ _ . s _ - . - - - _ - I _ _ . -- Neazame International . Eco- Zyrne -.-----.. ...................... ..........__... ._................................................_...

- j Neo Solutions, .Inc Polymer (NS 6350) I - - .-- .-..-_- .__ -..-- ________--.- --.--..-.--.__ ___. . I\loco Company E-408 Noco Eattery Cleaner . -- -.--- ....... ................... _"_."._._.___.____.___.______ --.. __._ _--..---_I__.._...-.. _-_ .... . Norton Metalite K224 (Coated Abrasive) .. .._._-. ---.. _-...--- .____.___C--.-- --.-----__I

. Norton Company .Coated Abrasive (very fine Aluminum Oxide Maroon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........*............... -.--

Revision Date

09-12-12

Description

Added More Chemicals

Page 34: Volume 4.pdf

.......................... . ,...,,,,I",.:: .............. ".- .--. . . : Nova sl"15"li~d." ~'l ' l-eacl7~oadl,~llc~~ ; ,.-- ".','" ""'-"..'#"" . .'""..'.."' "'.'. "'" ..,,' .""-"'" ,..- "",.'-"""-.---- -.-' ' . . . . . .

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Revision Date

09-12-12

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APIJENDIX E DOWNSTREAM NOTIFICATION LIST FOR YEAR 20.13

MUNICIPAI_I'I'Y ADDRESS

I.ACI<AWANI\IA CO. EMERG.MGMT.AGENCY 30 Valley View Bus. Park ,I~!ssup, PA 184.34

Tl~rnop Borough 436 Sanderson Street -r111,00p, PA I 85.12

Olyl~llanl B ~ I - O L I ~ ~ ~ Olyphant ivlunicipal Rldg. Olyphant, PA 18447

Dicltson Cily Borough 801 Boulevard Avenue Dickson City, PA 18519

Scranton City 340 N.Washington Ave. Scranton, PA 18503

rC.) Taylor Borough '120 Union Street Taylor, PA 113517

Moosic Borough 71 5 Main Street Moosic, PA 18507

Old Forge Borough 314 Main Street Old Forge, PA 18518

MILE EMERG. MGM'T. MARKER COORDINATOR

Rich Barbolisli

Benjamin Dorniniclt

Ron Green

Albert ,I. Gilgallen

Tony Zaleski

Mark Dougher

John Cudo

Gerald Reilly

VACANT

TELEPI-IONE CELL PI-!ONE

5701961-5511 5701342-9111

LUZERNE CCLJNTY EMERG.kIGMT.AGENCY . . Steven Bekanich -5701820-4.400 ,.,., . ,.. I,.; . a -a ,,'

200 North River Street Wilkes Barre, PA 1871 1

Duryea Borough 31 5 Main Street Duryea, PA 18642

Pittston City 35 Broad Street Pittston, PA 18640

18.5 Frank Groblewski 5701655-2829

20.5 Bill Williams 5701654-0513

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- 1 -

2500-FM-BWM0430 Rev. 8/2013 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WASTE MANAGEMENT

FORM X

RADIATION PROTECTION PLAN

This form must be fully and accurately completed. All required information must be typed or legibly printed in the spaces provided. If additional space is necessary, identify each attached sheet as Form X, reference the item number and identify the date prepared. The “date prepared/revised” on any attached sheets needs to match the “date prepared/revised” on this page.

General References: 273.140a, 277.140, 279.110, 281.119, 283.113, 288.139, 289.138, 293.111, 295.120, 297.113 and Department’s “Guidance Document on Radioactive Monitoring at Solid Waste Processing and Disposal Facilities” - Document Number 250-3100-001.

SECTION A. SITE IDENTIFIER

Applicant/permittee: Keystone Sanitary Landfill, Inc.

Site Name: Keystone Sanitary Landfill

Facility ID (as issued by DEP): 101247

SECTION B. FACILITY INFORMATION

Municipal Waste landfill .................................................

Construction/demolition landfill .....................................

Municipal waste transfer facility ....................................

Municipal waste composting facility ..............................

Municipal waste demonstration facility ..........................

Municipal waste incinerator/resource recovery facility ..............................................................

Other municipal waste processing facility .....................

Noncaptive residual waste landfill ........................

Noncaptive residual waste disposal impoundment .......................................................

Noncaptive residual waste transfer facility ...........

Noncaptive residual waste composting facility ....

Noncaptive residual waste processing facility .....

SECTION C. RADIATION PROTECTION ACTION PLAN

The radiation protection action and monitoring plan (Action Plan) must describe in detail the procedures that will be used by the operator of the facility for detecting, characterizing and further managing radioactive material in waste entering the permitted facility. The Action Plan shall address the requirements set forth in the general references cited above. The Action Plan shall be prepared in accordance with the Department's “Guidance Document on Radioactivity Monitoring at Solid Waste Processing and Disposal Facilities" Document Number 250-3100-001, or in a manner at least as protective of the environment, facility staff and public health and safety. The Action Plan shall meet all of the statutory and regulatory requirements of this Commonwealth. The Action Plan should be prepared by a certified health physicist (CHP). Provide information on qualification of persons preparing the Action Plan and the person(s) responsible for implementation of the Action Plan. A facility site map shall be attached to the Action Plan that identifies the location of the Designated Area (DA) for vehicles or sludge found to contain radioactive material (RAM). Once approved by the Department, the procedures in the Action Plan shall be implemented and used by the facility operating staff and the facility users for managing RAM in the waste streams entering the facility. 1. Evaluation of incoming oil/gas well process water, TENORM:

a. TENORM processing methods shall be reviewed to determine staff radiation exposure. The exposure

evaluation shall utilize the maximum expected TENORM concentrations.

Date Prepared/Revised 02-07-2014

DEP USE ONLY

Date Received

Intern1
Typewritten Text
(See Attached Plan)
Intern1
Typewritten Text
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2500-FM-BWM0430 Rev. 8/2013

- 2 -

SECTION C. RADIATION PROTECTION ACTION PLAN (Continued)

b. Staff exposure shall be maintained as low as reasonably achievable and below applicable public exposure

limits. Radon exposure shall be evaluated separately. c. Incoming TENORM concentrations will be limited so that resulting waste concentrations are within approved

FORM U authorizations. d. Provide the limiting liquid discharge values, i.e. EPA MCL or 10 CFR 20, Appendix B and not readily dispersible

that incoming TENORM concentrations will be limited to. 2. Radiation Monitoring and Detection (Use Appendix C & D of the Guidance Document No. 250-3100-001):

a. Radiation monitoring of incoming sewage, oil/gas well process water is not required however, TENORM concentrations should be verified to be within the bounds of the above evaluation.

b. Radiation monitoring of outgoing sludge is required to verify conformance to Form U authorizations. c. Identify the stationery RAM monitoring equipment (if used) that will be used for monitoring and detecting

gamma radiation in waste exiting the facility, the location of the monitoring equipment (entry portal, scales, etc.) and reasons for selecting the location. Provide information on why a particular type of radiation detector element or probe was selected for the facility, how the selected equipment will be installed and calibrated, and how the proper background for the location will be determined and used during equipment calibration.

d. Describe the types of hand-held radiological monitoring equipment that will be used at the facility and reasons

for their selection including reasons for selecting a particular type of radiation detector element or probe in the hand-held detectors. The guidance document recommends hand-held (portable) detectors with multiple probes for contamination and a range of gamma dose rate measurements.

e. Describe the calibration procedures that will used for the fixed (if used) and portable detectors used at the

facility. f. Describe how the facility will differentiate between short-lived medical isotopes and TENORM. g. Given the facility background radiation level, describe the level at which the detectors at the facility will be set. h. Describe step-by-step procedures that will be used in the event the radioactive material concentrations exceed

limits in either material incoming to the facility or outgoing. i. Describe the on-site storage of the waste.

3. Operational Staff Training:

Provide procedures describing how facility operational staff will be trained in proper use of all fixed and portable radiation monitoring equipment and also when to use which instrument.

4. Records and Reports:

Describe the procedures that will be used to record each event of outgoing waste RAM detection incidents at the facility including description of the RAM involved. Provide a brief narrative of the occurrence, where the RAM originated, the final disposition of the material and how all the information will be made part of the facility's daily operational records.

5. Person Preparing the Plan:

Describe qualifications of Person(s) preparing the action plan.

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2500-FM-BWM0430 Rev. 8/2013

- 3 -

SECTION C. RADIATION PROTECTION ACTION PLAN (Continued)

6. Plan Revision:

Identify the situations and scenarios in which the Action Plan will be updated and submitted to the Department for approval.

7. Additional Requirements:

a. Describe how waste, that exceeds DOT limits, will be transported on public highways. See DEP Fact Sheet on DOT Shipping Compliance. http://www.elibrary.dep.state.pa.us/dsweb/get/Document-89853/2900-FS-DEP4374.pdf .

b. Sludge sent for disposal in a Pennsylvania landfill will be authorized by an approved Form U only.

c. Provide the disposition of any outgoing solid waste that will not be landfilled in Pennsylvania.

d. Describe radioactivity limits on land farmed/spreading sludge, if applicable.

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RADIATION ACTION PLAN

KEYSTONE SANITARY LANDFILL, INC.

PERMIT # 1 0 1247

KEYSTONE SANITARY LANDFILL, INC. 249 DUNHAM DRIVE DUNMORE, PA 1 85 12

Septe~nber 2004 Current Revision January 23, 201 3

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mYSTONE SANITARY LANDFILL, INC

RADIATION PROTECTION ACTION PLAN

NARRATIVE

1.0 INTRODUCTION ............................................. .5

2.0 EQUIPMENT ............................................. .5 2.1 Current Stationary Equipment 2.2 Current Portable Equipment 2.3 Calibration & Testing 2.4 Evaluation of Equipment

3.0 BACKGROUND RADIATION LEVEL .......................................... -10

4.0 ACTION PLAN SUPERVISORS ................................................ 10

5.0 RESPONSE TO ALARMS ................................................ 10 5.1 Action Level One 5.2 Action Level Two

6.0 CHARACTERIZATION ................................................ 13 6.1 Designated Areas 6.2 Surveys 6.3 Contaminated Survey

7.0 RECORDS / REPORTING ........................................ 16

8.0 TRAINING ............................................. 16 8.1 Action Plan Supervisor Training 8.2 Staff Training

9.0 PERSONNEL SAFETY REQUIREMENTS ...................................... .18

10.0 PLAN REVISION ................................................ 18

1 1.0 ON-SITE DISPOSAL REQUESTS ............................................... .I9

12.0 QUALIFICATIONS ............................................... -20

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TABLE OF CONTENTS (CONT.)

TABLES

1 Activities and Dose Rates for Authorizing Patient Release

ATTACHMENTS

A PADEP Technical Guidance Document 250-3 100-001 Appendix E- Background Information on Radioactive Material in Solid Waste Appendix F- Radiation Protection Fundamentals

B Organization and Emergency Contacts

C Supplies

D Initial Calibration Certificate for RCl2069 System

DRAWINGS

1 Site Plan

Page 44: Volume 4.pdf

NARRATIVE

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KEYSTONE SANITARY LANDFILL, INC.

RADIATION PROTECTION ACTION PLAN

INTRODUCTION

The purpose of this Radiation Protection Action Plan is to fulfill the requirements of 25 PA Code 273.223 (Radiation Monitoring and Response) for Keystone Sanitary Landfill, Inc. This regulation requires Keystone to monitor and respond to radioactive material entering the landfill as well as performing related procedures for training, notification, and record keeping and reporting. This plan was prepared in accordance with the Pennsylvania Department of Environmental Protection's "Guidance Document for Radioactivity Monitoring at Solid Waste Processing and Disposal Facilities", Document 250-3 100-001. Excerpts from this document are enclosed under Attachment A of this Plan.

2.0 EQUIPMENT

Keystone initially installed a radiation monitoring system at the landfill scale in 2000. In conjunction with the construction of a new scale house, a new stationary radiation monitoring system was installed. A detailed discussion on each of Keystone's radiation monitoring components along with an evaluation on their ability to satisfy the PADEP regulatory requirements is discussed within this section.

2.1 Stationary Equipment

The stationary monitoring systems currently in place at Keystone are the Rad Comm Systems Corp. Model RC/100 and the Model RCl2069, which were manufactured by RadComm Systems Corp., 2921 Portland Drive, Oakville, Ontario, Canada, L6H 5S4.

A. Model RCI100

This system consists of two stationary RCD 1 1 portal monitors mounted on each side of the inbound truck scale to check for the presence of radioactive materials. The RCD / 1 portal monitors are connected to a RC / 100 control systenl mounted on the wall of the scale house.

The location of the RCD / 1 portal n~onitors provides for adequate inspection of each incoming truckload of waste as it passes over the scale. Specifically, the monitors are located 155 illches apart so that the distance between the nlonitor

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and the side of the vehicle is 1-2 feet, for optimum coverage area and sensitivity. The primary coverage area for each monitor is from ground level to a height of 165 inches and 36 inches horizontally on either side of the monitor. Refer to the attached site drawing for location of the RCD / 1 portal monitors.

Each of the two monitors contain an infrared vehicle presence detector. The radiation measuring cycle is initiated by the RCD / 100 control when a vehicle blocks the infrared beams between the monitors. Because the waste-hauling vehicle must stop before proceeding onto the scale, it assures the truck will maintain a slow speed while it passes between the monitors and is scanned.

The radiation detector in each portal monitor is a 2,108 in3 PVT (polyvinyl toluene) scintillator inside a 90" high by 18" wide by 8" deep waterproof housing. The monitors scintillators are both capable of detecting gamma radiation with an energy of 50 keV or greater. Both monitors are powered by low voltage DC provided by the RC 11 00 control panel.

An indicator panel on each monitor contains a green light to indicate the monitor is operating, a red alarm light illuminates when the monitor is in alarm mode and an audible alarm (2200 Hz, 90 dB at 3 feet). Once activated, the visible and audible alarms remain on until reset from the RC / 100 control panel. Also, the visible and audible alarms will activate for 25 seconds when the system is turned on. This activation checks that the alarms are functional each time the system is activated and also insures the operator is aware of power interruptions to the system.

The control panel is located inside the scale house in the weighmaster's area. The weighmasters and personnel are trained to respond to any alarm. The RC 11 00 performs a diagnostic check on the stationary monitors on a continuous basis to insure it is operational. It stores alarm data and provides a printed copy of the data on demand. The main display for the console is a 40 line, 40-character liquid crystal screen. A numerical keypad is used to choose the display options and set the system parameters through various menus. The control console contains a green "monitor on" indicator lamp to indicate that the portal monitors are operating and a red alarm lamp. There is also an orange "operator attention" lamp that flashes when the internal microprocessor senses a system fault. Alarms can be reset by a key or by entering a code into the keypad.

B. Model RC2069

There is a model RC2069 located at the main scale house and also at the administration building. The systelll consists of two main components - The detector(s) and the PC console. The detector is not radioactive and contains two separate compartments; one that contains the PVT scintillation and the second contains the electronics.

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The plastic scintillator is made of polyvinyl toluene (PVT), which reacts with ionizing radiation by emitting small light flashes. The PVT is specially wrapped with light tight material to protect against light and encased in special material to protect against shocks and extreme weather conditions. The electronics include low noise 1 high gain photomultiplier tube (PMT), analogldigital circuitry, and high voltage power supply. The PMT converts the light flashes from the PVT to electrical pulses that are then transmitted to the pc console. The PMT assembly consists of the photomultiplier tube, voltage divider, and preamplifier circuitry. The high voltage supplied to this PMT assembly is on the pulse analyzer board. The analog signal from the preamplifier is fed into the pulse analyzer board to be analyzed and converted to digital signal and transferred to the concentrator board. The concentrator board gathers the information from the detectors and sends the data packet via the RS422 port to the power junction box. This packet can also be sent via the wireless or fiber optic converter. In typical installation, the network CAT5 cable is used. The power junction box contains two main components: the ACIDC power supply that takes the AC power and converts to 24 VDC and supplies the power to the detectors via a twisted pair cable, and the RS4221232 converter that converts the RS422 signal from the concentrator board to RS232 and feeds into the PC COM port. Typically, there are two pairs of optical sensors installed in each system. A pair of sensors consists of one transmitter and one receiver unit. The transmitter has one green LED and the receiver has one green LED and yellow LED. These sensors are also powered by the same 24 VDC supplied by the power junction box. The signals of these sensors are connected to the input (J11) of the concentrator. The primary functions of the sensors are to detect the vehicle presence as well as to calculate the vehicle speed. The software analysis in the pc controls the sampling of the incoming measured signal for the purpose of establishing a continuous running average of the ambient background radiation level. This average will then be used for establishing several alarm threshold levels.

These alarm levels are set in two ways, Out Alarm and In Alarm. The Out Alarm threshold levels closely track the average background level on a continuous basis whether a vehicle is present or not. The In Alarm is an alarm threshold level that is controlled by vehicle presence sensor system. When a vehicle passes between detection units the infrared beam will be interrupted signaling the presence of a vehicle is being scanned and the data is being analyzed. During normal operation of the system, the detector boxes on display of the pc console will be green with the message showing "System is ready". In the event of an alarm condition, the operator will be alerted by the audio from the pc console and the detector box (s) on the display will turn red with a warning message. The alarm will have to be reset by the operator. If the alarm has not been reset in three minutes, the unit will automatically reset itself and begin scanning again. The alarm information will be stored in the system for retrieval. The software in the pc console has many additional features other than alarm data retrieval such as timeldate, scan number, radiation measured levels, power outages information, system configuration adjustments, system testing without a radioactive source. But many features are

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protected by a security code entry. A copy of the initial calibration certificate can be found in Attachment D.

Current Portable Equipment

Keystone has purchased a Field SPEC, manufactured by Bicron, to perform gamma spectroscopy. The Field SPEC contains a 1" by 2" NaI scintillation detector and high-dose GM tube. It has a dose range of 1 microrem per hour to 100 rems per hour for the energy range 25-2500 keV for the NaI detector and 60- 200 keV for the GM tube. The identification of radioisotopes can be determined with the internal library of the Bicron Field SPEC or from print spectrums.

In addition to the Field SPEC, the RC I 100 monitoring system also includes a Model RC 1 2 portable radiation detector. The RC 1 2 detector can be used to check for radiation emitted from a vehicle's waste load, cab or driver. The primary purpose of this unit is to confirm the alarm of the RC I 1 and RC 1 100. This unit may also be used to check and verify wipes and smears taken from the exterior surface of a hauling vehicle to check for transferable radioactive contamination.

The RC 1 2 detector is a 32 in3 plastic scintillator to provide for the required sensitivity without the large energy dependence of inorganic scintillators. The scintillator can detect gamma radiation with an energy of 50 KeV or greater and is powered by a rechargeable battery. The RC 12 instrument is contained in a weather resistant housing and contains a liquid crystal display indicating readout in counts per second. The operation of the instrument is automatic and is controlled by a single on I off switch. Once activated, an internal microprocessor continually checks the operation of the instrument. The response of the instrument to 137 Cs gamma rays is about 20,000 counts per second in a 10 psievertlhour (1 milliroentgenlhr) field, and the maximum count rate is 120,000 counts per second.

Keystone has also purchased a RAD-D portable radiation detection instrument in the event the stationary monitors are inoperable, down for maintenance or traffic patterns have been re-routed over the opposite scale. The RAD-D consists of a contained unit that is 17" in length and 5" in diameter. This section is mounted on a portable tripod that can be placed along the inbound or outbound scale, the unit controlled by an Alarm Display Panel which operates on 1 10 I v power source. The detector and the panel are connected by a 100' communication cable with quick disconnects on both ends. The control panel utilized a gamma alarm both audible and visual. A LED display window provides the reading in counts per second. This unit will be primarily used as a back up to the RC 1 1 units and will only be utilized to alert the APS and weighmasters that a vehicle and its load may contain radioactive materials.

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2.3 Calibration & Testing

Gamma ray calibration of the RCD I 1 portal monitors will be performed using a 137 Cs source with known or calculated intensity of gamma ray field at a given distance. The source activity or exposure rate will be NIST (National Institute of Science and Technology) traceable. The portal monitors have a response of about 60,000 counts per second with part of the detector in a psievert 1 hr (1 milliroentgen/hr) 137 Cs gamma ray field. The conversion factor for counts per second with the detector in a uniform gamma field will be determined by the calibration. Calibration of the portal monitors will be completed before the instrument is placed in service and annually thereafter. The instrument will also be calibrated after repair or replacement of the scintillator, photo multiplier tube or associated electronic circuits that could affect calibration. The portal monitors have a built in light source to make the daily response check to ensure the instrument is operational.

Portable equipment will be calibrated annually and checked daily to verify the instrument is operational. The Field SPEC and Identifinder have a built in 137 Cs source and performs a calibration check every time the units are activated. The RC 1 2 has an internal light source in the scintillator that can be used for the daily check.

2.4 Evaluation of Existing Equipment

The stationary portal monitoring system has the sensitivity to detect gamma radiation levels of 10 microroetgenslhr above background and meets the PADEP requirements.

The RC 1 2 does not meet the requirement to be able to measure a 50 milliroetgenslhr gamma exposure rate. The Field SPEC will be used to perform radiation surveys on all vehicles that alarm the portal monitors. This instrument is capable of measuring 137 Cs gamma ray exposure rates at a range of at least 0.01 - 100 milliroentgens/hr. The FieldSPEC also meets the PADEP requirements of portable monitors to be capable of measuring ranges greater than 500 psievertlhr (50 milliroentgenshr) in order to determine whether Action Level Two conditions are present.

In addition the Bicron Field SPEC will also perform gamma ray spectroscopy. The Field SPEC contains a 1" by 2" NaI detector and 60-200 Kev for the GM tube. Vehicles that have an external exposure rate that exceeds the Action Level One must be characterized. The identification of the radioisotopes will be determined by using the internal library of the Field SPEC, reference manuals of gamma ray spectrums and energies and comparison to known gamma ray energy

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spectrums. The characterization will be performed by the APS or by a radiation safety consultant.

3.0 BACKGROUND RADIATION LEVEL

The background radiation level at the facility was checked on May 1,200 1 by Roger Granlund using a pancake type GM survey meter operated in the scaiar mode with a conversion factor of 0.29prIhr per cpm for 137 Cs gamma rays. The measurement was necessary to determine the minimum alarm level at which the portal monitoring equipment can be set. The count rate indicated a background if 11 microroentgenlhr at the location of the portal monitors. The estimated uncertainty of the GM survey measurement is approximately +I- 20%.

Although the background measurement was slightly higher than the minimum monitoring requirement established by the PADEP (1 0 microroentgen/hr) it should be noted that the GM measurement was completed under ambient conditions. Because the RCD I 1 portal monitor housings are constructed of one inch thick steel on all sides, a reduction in the background radiation sensed by the portal monitors can be anticipated. Therefore, it is not expected that the RC 1 100 system (if set to 10 microroentgenlhr above background) will give false alarms during the waste vehicle scanning process.

ACTION PLAN SUPERVISORS

The Action Plan Supervisor (APS) will be required to implement this plan when site monitoring equipment indicates that alarm radiation levels have been exceeded. Each of the APS will receive training according to the requirements established within Section 8.0 (Training) of this plan. At a minimum, one APS will be available at the site at all times when waste vehicles are entering the landfill facility. The APS currently designated for Keystone Sanitary Landfill are:

James Eiden Dominick DeNaples Jr. Leonard Insalaco Dan O'Brien Christopher Consalvo Brooke Reynolds

Additional contact information for the APS is presented in Section B of this plan.

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5.0 RESPONSES TO ALARM

This section outlines the response procedures conducted for each of the Action Levels specified in the PADEP's Technical Guidance Document 250-3 100-001. Written alarm procedures can be found in the administration building and are available to facility personnel performing waste monitoring. Alarm procedures will also be posted where drivers entering the landfill can access them and a sign is posted notifying them that monitoring is being conducted. All drivers will be made aware if they take a vehicle that has alarmed the monitoring system off the facility property without a Department of Transportation Exemption Form, the State Police will be notified. Keystone will notify their customers of any changes to this procedure.

5.1 Action Level One Alarm

An Action Level One response will be initiated whenever the portal monitors indicate the presence of radiation emanating from the waste hauling vehicle. The following are the steps to be taken by Keystone personnel after the alarm has been activated.

The portal monitor alarms.

A. If the stationary monitor indicates an Action Level One alarm (10 microroentgenlhr above background on the vehicle surface), the weighmaster will notify an APS. The APS may want to verify the alarm by resetting the RC 1 100 and have the vehicle pass between the portal monitors a second time. A SECOND SCANIATTEMPT WOULD BE MORE ACCURATE THAT THE FIRST BECAUSE THE MONITORS ARE DESIGNED TO ALARM IF A VEHICLE PASSES THROUGH THE DETECTORS AT A RATE OF SPEED HIGHER THAN DESIGNED FOR THE SYSTEM. A SECOND SCANIATTEMPT WOULD ALLOW FOR THE ACTION PLAN SUPERVISOR TO DIRECT THE TRUCK THROUGH THE MONITORS AT THE APPROPRIATE RATE OF SPEED INDICATING IF THE INITIAL ALARM WAS FALSE DUE TO EXCESSIVE SPEED. If this is done and the portal monitors do not alarm, the APS can allow

the vehicle to proceed to the disposal area without any further action. If the alarm is activated a second time the APS will continue with the survey.

B. The APS or the weighmaster will direct the vehicle to the primary staging area. (DA-1 on the attached site map)

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C. If a driver takes the vehicle that has triggered the alarm off site before the APS can conduct a survey and without a DOT Exemption form, the State Police will be notified. Keystone will provide the State Police with the vehicle make, model, color, company name, driver name, license plate number and any other pertinent information. Keystone will also notify PADEP Solid Waste, Radiation Protection and the area Health Physicist.

D. The APS will conduct a survey using the portable monitor (Field SPEC) on the vehicle in the primary staging area. The vehicle will be scanned with the Field SPEC to locate the area of the truck where the radiation is most prominent. Once the location is established, the APS will characterize the radioisotope using the hand held meter and obtain a spectrum of the isotope. The Field SPEC will also provide a probability of its accuracy in determining the isotope.

E. If the identification of the isotope proves to be a short lived isotope generally used in medical treatment and diagnosis, a Naturally Occurring Radioactive Material (NORM), low energy Technically Enhanced NORM, or it is determined that the source is the driver, the APS will record all information on the vehicle and load and will allow the load to be disposed . AS PROVIDED IN GUIDANCE DOCUMENT 250-3 100-00 1 : IF THE GAMMA SPECTROSCOPY OR OTHER MEASUREMENT INDICATES THE RADIATION IS NORM OR TENORM WE WILL DETERMINE THE ORIGIN OF THE WASTE. IF THE RADIATION SOURCE IS DETERMINED TO BE FROM THE UNDISTRUBED NATURAL ENVIRONMENT OF THE COMMONWEALTH (e.g. COVER MATERIAL SOIL OR ROCK WITH ELEVATED NORM LEVELS) THERE ARE NO DISPOSAL RESTRICTIONS AND THE MATERIAL CAN BE ACCEPTED AT THE FACILITY. SIMILARLY, IF THE SOURCE IS TO BE DETERMINED TO BE POTASSIUM OR ANY RELATED COMPOUND (e.g. POTASSIUM PERMANGANATE USED FOR ODOR CONTROL), WITH A NATURAL ABUNDANCE K-40 THERE ARE NO PROCESSING OR DISPOSAL RESTRICTIONS. IN THE CASE WHERE PROCESS KNOWLEDGE WOULD ELIMINATE THE ABOVE CONDITIONS THE MATERIALS WOULD INDICATE THE PRESENCE OF TENORM. THE TENORM WOULDTHEN BE DISPOSED OF THROUGH THE CURRENT SPECIFIC DISPOSAL AUTHORIZATION OBTAINED FROM THE DEPARTMENT- A BLANKET AUTHORIZATION APPROVAL, UNTIL TIlE DEPARTMENT PROVIDES ADDITIONAL INFORMATION, AND DOCUMENTED IN TI-IE

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TENORM TRACKING SPREADSHEET PROVIDED BY THE DEPARTMENT. If the survey indicates that energy is above 50 mremlh or the isotope has a half-life of greater than 65 days, the APS will move to Action Level 2.

F. Keystone will maintain a record of all alarms initiated at the facility. The records will be the main source of information regarding any alarm. Keystone will provide PADEP (Solid Waste) with a fax at the end of each day there is an alarm. The fax will contain the name of the waste hauler, date and time of alarm, drivers name, where the waste load originated, the APS who conducted the survey, the results of the survey and the disposition of the load and radioactive isotope. Keystone will also keep a copy of this notification on file.

G. Keystone will compile an annual report of all alarms received at the facility. This report will be submitted to PADEP along with the Annual Operation Report for the facility, unless directed to provide it at a different time.

5.2 Action Level Two Alarm

If radiation levels on the exterior of the vehicle hauling the waste equals or exceeds 50 milliroentgedhr or 2 milliroentgenlhr in the vehicles cab, or if the contamination is found on the outside of the vehicle or leaking from the vehicle, or an isotope with a half-life of greater than 65 days is identified, an Action Level Two response will be followed.

A. When Keystone has determined that an Action Level Two alarm has occurred, the vehicle will be isolated in the secondary staging area if moving the vehicle does not pose a risk to the driver and the contamination is not leaking from the vehicle. If the load is leaking or can not be safely transported to the secondary staging area, it will be isolated in the primary staging area and all access will be restricted. The driver will be removed from the vehicle and a locking device placed on the vehicle to prohibit movement. The driver will be escorted to the administration building where helshe will remain until the situation has been resolved.

B. Keystone will immediately notify PADEP Solid Waste and Radiation Protection of the Level Two Alarm and complete the DOT Exemption Report and fax to Radiation Protection. Keystone will include a copy of the internal investigation form when sending the fax. Keystone also has the capability of e-mailing a graph of the isotope's spectrum to PADEP Radiation Protection.

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C. If not completed during the initial survey, a smear test may be performed on the exterior of the vehicle if it is suspected to have contamination on the exterior. If the vehicle does not have a radiation level above 50 milliroentgenlhr and there is no exterior contamination, the vehicle will be moved to the secondary staging area.

D. If there is contamination on the exterior of the vehicle or it is leaking, the vehicle will be isolated and not moved and Keystone will attempt to collect and contain all leaking materials in a container or absorbent spill material. The collected material will accompany the load to its final destination.

E. If the driver attempts to take a vehicle that has been involved in a Action Level Two alarm from the facility without the written DOT Exemption form, Keystone will notify the State Police and provide them with the company name, vehicle color, make and model, license plate number, time and direction it left the site and its destination if known. Keystone will also notify PADEP and the area Health Physicist of the incident.

F. All loads that are rejected at Keystone will be returned to the originator or an approved disposal facility. If a load is acceptable, Keystone prefers to dispose of it immediately. If a load or isotope cannot be disposed of readily, or arrangements made to have it disposed of properly, Keystone will store it in the secondary staging area in approved DOT metal containers until the paperwork can be processed and removal by an authorized company or person is scheduled. PADEP will be notified of all items stored in the secondary staging area and when they are removed.

6.0 CHARACTERIZATION

This section of the plan describes designated areas, the procedure for identifying the radioactive isotope in the waste and the ultimate resolution of the radioactive waste materials.

6.1 Designated Areas

Keystone uses designated areas to segregate waste vehicles from the operation to allow further inspection. Keystone has established two areas of the site for completiilg surveys and staging vehicles and materials. These areas are listed as DA-1 and DA-2. DA-1 is located approximately 150 feet east of the Scalehouse. It consists of an area approximately 50 feet by 120 feet and is to the right of the inbound lanes. Level One Alarms will be placed here and surveys will be conducted at this location. DA-2 is an isolated area located approximately 1 mile from the Administration Building and 1,000 feet Northeast of thee Tabor limits. This area is generally flat and covers an area of

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approximately 5,600 sq. feet. Access to DA-2 is limited to site personnel and is far removed from general work and traffic. This area will be used for Action Level Two Alarm materials and temporary storage of radioactive materials that will be returned to the originator. The area will also be utilized for storing radioactive wastes allowed to further decay. Keystone will restrict access to DA-2 when any material is stored there and will post warning signs.

6.2 Surveys

Keystone will perform a survey on all vehicles that initiate an Action Level Alarm. This will be performed by the APS using the listed portable monitoring equipment to identify the location, energy and radioactive isotope so the proper safety and disposal steps can be followed. The APS will follow the steps outlined below:

A. The APS will review any print out for any pertinent information.

B. The driver will be removed from the cab. Helshe will be asked where the load originated and if there was any known generators that may be responsible for producing or disposing of radioactive materials. These generators may be hospitals, medical facilities, laboratories, educational institutions, or research facilities.

C. The APS will then survey the vehicle using the Field SPEC. He will start at the cab and walk down the side of the vehicle around the back, up the opposite side returning to the cab. While walking the APS will pick no less than 5 areas on each side of the vehicle. The APS will locate the area with the highest reading and mark the spot. Once the entire vehicle has been surveyed, the APS will initiate the identification process on the Field SPEC at the location that produced the highest reading. The monitor will be held approximately 2 inches from the side of the vehicle in the spot where the highest reading was observed and allowed to scan for a period of at least 30 seconds. It may be necessary to use a longer sample time if the results are not clear or a better spectrum is needed.

D. Once the APS has obtained a possible identification from the Field SPEC, he will review the spectrum produced by the radioactive material and compare it to known isotope spectrums. He will review all the data available and obtained before making a determination as to the isotope involved. If it is determined that the radioactive isotope involved in the alarm is of a medical origin with a half-life of 65 days or less, as required by regulations, the load will be allowed to proceed to the disposal face and discharge. At that point the APS will conlplete all required paperwork for the incident. The paperwork will be

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maintained on site and a notice faxed to PADEP Solid Waste at the end of the workday.

E. If the isotope is identified to be a NORM or TENORM, Keystone will follow the recording and notification procedures listed in the previous paragraph.

F. If it is determined that the isotope has a half-life greater than the 65 days or the spectrum can not be accurately compared to a known spectrum, the APS will contact Radiation Protection and hold the vehicle in the primary staging area. The APS will forward via e-mail or fax, a copy of all information obtained from the survey and the driver to PADEP Radiation Protection for assistance. The APS will follow all directions provided by the radiation specialists and will also notify PADEP Solid Waste of the incident. If Radiation Protection determines the isotope cannot be disposed of in the landfill, the APS will request a DOT Exemption Form. Once the form is received at the facility, the APS will provide a copy to the driver and instruct hirnlher to return directly to the originator of the load. The APS will complete all necessary paperwork.

G. If Radiation Protection determines the isotope meets the regulations for on-site disposal, the APS will direct the vehicle to the working face and discharge the load. The APS will complete all paperwork and notices.

H. It may be necessary to unload the waste to identify or retrieve the radioactive material if the load cannot be returned to its origin or the origin location cannot support the safe storage and handling of the radioactive material. The APS will notify PADEP Radiation Protection and PADEP Solid Waste of the need to further investigate the radiation. The APS will contact the owner or person responsible for the waste load and inform them of the situation. The owner 1 responsible party will need to secure a certified recovery contractor or health physicist to inspect and recover the material. Keystone will store the vehicle in the secondary staging area until the recovery contractor has scheduled a day and time for the extraction. The APS will notify PADEP Radiation Protection and Solid Waste of the contractor hired, day and time the load will be inspected.

I. Keystone will follow the direction of Radiation Protection once the radioactive material has been identified and extracted. The ultimate responsibility for proper disposal of radioactive materials that cannot be disposed of at the landfill will be the owner or generator.

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6.3 Contamination Survey

If there is removable contamination on the exterior of the vehicle, the vehicle will not be moved. If the material is leaking, it will not be moved and all available actions to stop the leak will be made. The APS and other employees will attempt to catch any material leaking from the vehicle in a container with absorbent material. The APS will notify PADEP immediately of any load that has exterior contamination or is leaking.

7.0 RECORDS 1 REPORTING

Each radiation alarm and response will be recorded and filed as part of the daily operational records and will be included in the Annual Operations Report to PADEP. The incident reports will contain a brief narrative of the incident including a description of the Radioactive Material (RAM) involved, where it was identified, what the background reading was, hauler name, location of origin, time of day and final disposition of the material. The daily operational information will contain all pertinent information regarding the incident and parties involved.

8.0 TRAINING

This section describes what will be covered in Keystones training program for radiation monitoring at the facility. A qualified organization or staff member who is knowledgeable of the specific regulations, equipment used and basic radiation safety will conduct all radiation monitoring and response training. GUIDANCE DOCUMENT 250-3 100-001 DOES NOT SPECIFY TRAINER QUALIFICATIONS FOR IMPLEMENTATION OF THE ACTION PLAN. HOWEVER, IT IS KEYSTONE'S PRACTICE THAT ALL PERSONNEL RESPONSIBLE FOR TRAINING AND IMPLEMENTING THE PLAN WILL MEET THE SAME REQUIREMENTS AS THOSE PREPARING THE PLAN. Refresher training will be conducted when a large turn over of employees or staff

occurs. All replacement or additional APS will receive this training.

8.1 Action Plan Supervisor Training

Keystone will conduct an eight-hour training course for all APS that will cover the fundamentals of radiation safety and detection as well as an overview of the established radiation regulations established for monitoring radiation in solid waste. In addition, an overview of Keystone's Radiation Action Plan procedures and information will be discussed. The new APS will be provided with a review of the possible RAM that may be encountered as well as types of waste streams that characteristically may contain waste. The trainee will be provided with a practicum section of the training to cover the use of the stationary, hand-held and mobile equipment. The trainee will have the opportunity to operate each piece of

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equipment and perform a mock survey. Keystone may implement an examination, written or oral, to determine if the APS has the skills needed to correctly identify various RAM and well as the ability to operate the equipment successfully.

8.2 Staff 1 Employee Training

If the employee is assigned duties that involve or may involve interacting with the radiation equipment or the Action Plan, additional training will be provided.

9.0 PERSONNEL SAFETY REQUIREMENTS

The annual TEDE (total effective dose equivalent) limits are given in the Guidance Document:

ANNUAL DOSE LIMITS FOR PUBLIC AND WORKERS

Facility Staff 5,000 mrem (if considered occupationally exposed) Facility Staff 100 mrem (if considered a member of the public) Vehicle Driver 100 mrem (if considered a member if the public) General Public 4 mrem (for the drinking water pathway) General Public 10 mrem (for air pathway) General Public 25 mrem (all pathways combined)

It is unlikely that any facility personnel will receive annual radiation dose in excess of 100 millirem. However, persons that are likely to exceed an annual TEDE of 100 millirem from occupational exposure will be subject to the following dose limits:

ANNUAL DOSE LIMIT FOR OCCUPATIONALLY EXPOSED PERSONS

Total Effective Dose Limit 5,000 mrem (50 millisievert) Individual Organs 50,000 mrem (500 millisievert) Lens of the Eye 15,000 mrem (1 50 millisievert) Skin or Extremities 50,000 mrem (500 millisievert) Embryo I Fetus of Declared Pregnant 500 mrem (5 millisievert) Minors 10 % of adult limits

Any employee or staff member whose dose exceeds or is likely to exceed 10% of the occupational dose limits or who's exposure exceeds or is likely to exceed 100 mrem (1 millisievert) will be monitored using one of the following options:

A. Calculation of personnel doses by a Radiation Consultant using radiation survey measurements and exposure time. This method will

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be used, if the frequency of alarm events is small and the doses are low so the individual personnel monitoring instruments are unnecessary or impractical.

B. Electronic personnel dosimeters to supplement individual passive dosimeters or to be used alone, if the frequency of alarms does not justifL a subscription to a passive dosimetry service. Annual calibration of this equipment will be required.

C. Passive personnel dosimeters (film or solid state dosimeters) obtained from a NVLAP (National Voluntary Laboratory Accreditation Program) certified vendor on a subscription basis for the individuals who are occupationally exposed.

D. The determination of internal doses may be made by measurements of the concentration of radioactive material in the air, the qualities of radionuclides in the body, the quantities of radionuclides excreted from the body, or a combination of these methods.

E. Records of the dose measurements for individuals that are occupationally exposed will be made available to those individuals on request and a written summary will be provided to the individual annually.

All persons that are considered to be occupationally exposed will complete the same training as the APS. In addition to monitoring employee exposure times, personnel safety equipment will be maintained by Keystone to protect employees during radiation surveys. A list of safety equipment and supplies that Keystone will maintain at the facility is presented in Attachment C. This list may change as experience indicates the need for additional items or that some items can be deleted.

In all cases all operations are to be conducted so that radiation doses to Keystone personnel and the public and any releases of radioactive material are as low as reasonably achievable (ALARA).

Additionally, ALL ISOTOPES ACCEPTABLE FOR DISPOSAL (half-life of 65 days or less) COULD BE INCLUDED IN STORAGE FOR EMPLOYEES SAFETY. IF KEYSTONE FEELS THAT DOSE RATES FROM THE ACCEPTABLE ISOTOPES WOULD BE UNSAFE TO THE EMPLOYEES IT WOULD BE STORED FOR DECAY. THIS COULD OCCUR IF THE WORKING FACE COVERS A SMALL AREA AND LANDFILL PERSONNEL ARE WITHIN CLOSE PROXIMITY TO WHERE THE LOAD CONTAINING THE ACCEPTABLE ISOTOPE WOULD BE OFFLOADING. KEYSTONE HAS AN ACTION LEVEL 2 STAGING AREA THAT INCLUDES A STORAGE AREA WITI-I A PADLOCK AND IS ONLY ACCESSIBLE WITH KEY ACCESS.

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10.0 PLAN REVISION

This Action Plan will be reviewed and updated periodically by Keystone Sanitary Landfill in accordance with PADEP Technical Guidance Document 250-3 100- 001 and in the event of the following:

Revision of applicable PADEP Regulations Failure of current Action Plan during incident Action Plan Supervisor changes Monitoring equipment changes or additions Designated areas are moved Facility changes that would interfere with the implementation of the Action Plan as it currently states As otherwise required by PADEP

Should any of the above referenced events occur, a copy will be provided to PADEP for review and approval prior to implementation.

1 1.0 ON-SITE DISPOSAL

Keystone Sanitary Landfill intends on disposing of radiation sources that meet the 65-day half-life requirement. However, no disposal of radioactive material will be completed until Keystone has confidently identified and characterized the radiation source. A summary of the radiation sources that Keystone seeks approval to dispose at the landfill are presented below:

1. Medical waste in amounts not exceeding the activity that can be retained in patients that are released from medical facilities and have a half-life of less than 65-days. The radioisotopes and activities are listed in Table 1, which was taken from the Nuclear Regulatory Commission Regulatory Guide 8.39, Release of Patients Administered Radioactive Materials. Placing that amount of activity directly in the landfill where it could potentially enter the leachate collection system and be discharged to the Scranton Sewer Authority's waste treatment facility does not present a greater risk to the public than the patient discharging the radioactive material directly into the waste treatment facility by way of excreta to sanitary sewer.

2. Individual consumer products containing radioactive material such as smoke detectors, glassware or glazed ceramics containing uranium, thorium-metal alloys or welding rods, or luminous instrument dials. These items have been judged to be safe for use in homes of consumers without the need for specific licenses or disposal restrictions. The facility will not dispose of aggregate

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quantities of the exempt consumer product without written approval from PADEP.

3. With Naturally Occurring Radioactive Material (NORM) or low energy Technically Enhanced NORM (TENORM), the APS will record all information on the vehicle and allow load to be disposed if the survey indicates that energy is below 50 urem, . AS PROVIDED IN GUIDANCE DOCUMENT 250-3 100-001 : IF THE GAMMA SPECTROSCOPY OR OTHER MEASUREMENT INDICATES THE RADIATION IS NORM OR TENORM WE WILL DETERMINE THE ORIGIN OF THE WASTE. IF THE RADIATION SOURCE IS DETERMINED TO BE FROM THE UNDISTRUBED NATURAL ENVIRONMENT OF THE COMMONWEALTH (e.g. COVER MATERIAL SOIL OR ROCK WITH ELEVATED NORM LEVELS) THERE ARE NO DISPOSAL RESTRICTIONS AND THE MATERIAL CAN BE ACCEPTED AT THE FACILITY. SIMILARLY, IF THE SOURCE IS TO BE DETERMINED TO BE POTASSIUM OR ANY RELATED COMPOUND (e.g. POTASSIUM PERMANGANATE USED FOR ODOR CONTROL), WITH A NATURAL ABUNDANCE K-40 THERE ARE NO PROCESSING OR DISPOSAL RESTRICTIONS. IN THE CASE WHERE PROCESS KNOWLEDGE WOULD ELIMINATE THE ABOVE CONDITIONS THE MATERIALS WOULD INDICATE THE PRESENCE OF TENORM. THE TENORM WOULDTHEN BE DISPOSED OF THROUGH THE CURRENT SPECIFIC DISPOSAL AUTHORIZATION OBTAINED FROM THE DEPARTMENT- A BLANKET AUTHORIZATION APPROVAL, UNTIL THE DEPARTMENT PROVIDES ADDITIONAL INFORMATION, AND DOCUMENTED IN THE TENORM TRACKING SPREADSHEET PROVIDED BY THE DEPARTMENT.

4. Waste in which the radiation is 40 K can be disposed of in the landfill without restriction. This radionuclide is naturally occurring and is a small fraction of all potassium atoms. It is a normally present in the body and in the equilibrium concentrations of potassium and is a normal part of diet. The presence of potassium in soil, rock, chemicals or fertilizers might cause a Level 1 Alarm, but the concentration of 40 K, even in pure potassium, is too low to produce significant external radiation hazards to personnel. Ingestion or inhalation of additional amounts will not significantly change the normal equilibrium concentration of potassium and will have little effect on the dose normally received by the body from this isotope.

12.0 QUALIFICATIONS

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The original Radiation Action Plan was prepared by Blazosky Associates Inc. in accordance with PADEP Technical Guidance Document 250-3 100-001. All revisions from the original submission were completed and reviewed by Keystone's qualified personnel and internally approved by the Site Manager, Joseph E. Dexter P.E. All revisions comply with the applicable regulations and were implemented by Keystone once PADEP received and approved the additions or changes. Listed below are the qualifications for personnel directly involved with the development and implementation of the Radiation Action Plan.

1. Two years of on-the-job training in health physics; or one year of on- the-job training in health physics plus one year of formal college level study in health physics, physics, chemistry, biology, engineering or radiation science.

2. Experience with radiation detection equipment and measurement or in developing health and safety procedures and plans.

Note: Comprehensive certification by the American Board of Health Physics satisfies both 1 and 2.

The original Radiation Action Plan was developed under the assistance of Mr. Roger Granlund CHP. Mr. Granlund has over 40 years of experience in the radiation safety field and has served as the University Health Physicist at Pennsylvania State University for 37 years.

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2540-PM-BWM0170 6/2005 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WASTE MANAGEMENT

Date Prepared/Revised 2/12/14

Date Received

FORM 1 FACILITY PLAN

This form must be fully and accurately completed. All required information must be typed or legibly printed in the spaces provided. If additional space is necessary, identify each attached sheet as Form 1, reference the item number and identify the date prepared. The “date prepared/revised” on any attached sheets needs to match the “date prepared/revised” on this page.

General References: 273.112, 277.112, 279.102, 283.102

SECTION A. SITE IDENTIFIER

Applicant/permittee Keystone Sanitary Landfill, Inc.

Site Name Keystone Sanitary Landfill - Phase III

Facility ID (as issued by DEP) 101247

SECTION B. NARRATIVE

Provide a narrative that describes the following: 1. General operational concept for proposed facility; including:

a. Origin, composition, and weight or volume of solid waste* b. Type of liner system C. Proposed capacity of facility* d. Expected life of facility and size* e. Sequence and timing of solid waste disposal operations

2. A detailed description of the volume of soil needed to construct and operate the facility and of the method by which

the soil will be delivered. The description will include the number of trucks, the access roads they will use, delivery times and any other information relevant to assessing the impacts of the operation.

*Complete page 2 of this form (Sections A, B, C, D & E)

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2540-PM-BWM0170 6/2005

- 2 -

SECTION C.

A. Origin, composition, and weight or volume of wastes Present

Weight or Volume (tons, cubic yards, Waste Type Origin Composition gallons/yr)

1. Municipal Central & Eastern PA 1,029,060.85 Tons

New York & New Jersey

Connecticut

2. Construction/Demolition same as above 33,927.85 Tons

3. Sewage/sludge same as above 41,492.22 Tons

4. Residual same as above 34,377.40 Tons

5. Other (Explain) Central & Eastern, PA Drill Cuttings 128,580.46 Tons

same as above Flood 70,398.74 Tons

same as above Asbestos 540.19 Tons

Additional Comments same as above Ash 8.65 Tons

TOTAL = 1,338,386.36 Tons

B. Proposed capacity of facility (tons, cubic yards, gallons/yr) 105,791,842 Tons. C. Daily Waste Quantities

1. Maximum daily volume or weight 7500 T/D

*2. Average daily volume or weight 7250 T/D D. Expected life of facility (years) 47.7 YEARS / 7,250 T/D E. Size of facility (acres) 714 *CalcuIation of averaged daily volume or weight must be on a quarterly basis.

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KEYSTONE SANITARY LANDFILL

PHASE III SITE DEVELOPMENT

FORM 1- FACILITY PLAN NARRATIVE

B.1.a. Origin, Composition and Weight or Volume of Solid Waste

The Phase III Site Development is predicated upon the continuation of services to the

governmental agencies and private companies who presently are customers of Keystone Sanitary

Landfill. Thus, this Application is based upon the disposal of a quantity average of 7,250

Tons/Day of Municipal Solid Waste and a maximum disposal of 7,500 Tons/Day, approved by

DEP on April 3, 2012.

The service area will be comprised of Central and Eastern Pennsylvania, New York, New Jersey

and Connecticut.

A synopsis of the composition of the solid waste incorporated into the Keystone Facility during

the 2012 calendar year is as follows:

Municipal Solid Waste 1,029,060.85 Tons 76.89%

Drill Cuttings 128,580.46 Tons 9.61%

Flood 70,398.74 Tons 5.26%

Sludge 41,492.22 Tons 3.10%

Residual Waste 34,377.40 Tons 2.57%

Construction/Demolition 33,927.85 Tons 2.53%

Asbestos 540.19 Tons 0.04%

Ash 8.65 Tons <0.01%

TOTAL: 1,338,386.36 Tons 100%

B.1.b. Type of Liner System

The landfill will utilize a Liner System consisting of a subbase, secondary liner, leachate

detection zone, a primary liner and protective cover, including a leachate collection zone. All

components are designed in accordance with the physical and performance criteria contained in

the current edition of the Pennsylvania Code Title 25. The physical properties of the approved

synthetic liners will be as follows:

Secondary Liner – GSE – HDPE, Textured - 60 mils.

AGRU America – HDPE, Micro-Spike - 60 mils.

SOLMAX - HDPE, XRT-RT - 60 mils

Page 67: Volume 4.pdf

.

Leachate Detection System - GSE – GSE Fabri-Net – Geonet – ≥ 200 mils.

AGRU America – Geocomposite - Geonet - ≥ 200 mils.

SKAPS – Geocomposite - Geonet - ≥ 200 mils.

Primary Liner – GSE – HDPE, Gunseal GCL - 60 mils.

AGRU America – HDPE, Micro-Spike - 60 mils.

SOLMAX - HDPE, XRT-RT - 60 mils.

Bentonite Seal – GSE – HDPE, Gunseal GCL – ≥ 75 lb./sf.

AGRU America – Geoclay (GCL) – ≥ 75 lb./sf.

SOLMAX – Bentomat DN – ≥ 75 lb./sf.

Final Cap Liner – GSE – HDPE, Textured - 40 mils.

AGRU America – HDPE, Micro-Spike - 40 mils.

SOLMAX - HDPE, XRT-RT - 40 mils.

The leachate and collection piping system will include gravity piping to convey leachate to the

on-site facility.

B.1.c. Proposed Capacity of Facility

The attached table details the Municipal Solid Waste by construction pads. The total new air

space volume amounts to 142,961,948 cubic yards. Using the site specific in-place density of

0.74 tons/cubic yard developed in the Site Life Evaluation dated December 31, 2012, the Total

Municipal Solid Waste tonnage becomes 105,791,842. (See Exhibit B.1.c)

B.1.d. Expected Life of Facility and Size

The Phase III Site Development Municipal Solid Waste disposal footprint area amounts to 435

acres. Based upon an average daily disposal rate of 7,250 tons, the operational site life becomes

47.7 years.

7,250 Tons/Day x 306 Days = 2,218,500 Tons/Year

105,791,842 Tons÷2,218,500 Tons/Year = 47.7 Years

B.1.e. Sequence and Timing of Solid Waste Disposal Operations

Refer to Exhibit 1B 1(e)

B.2.

A detailed description of the volume of soil needed to construct and operate the facility and the

method by which the soil will be delivered. The description will include the number of trucks,

the access road they will use, delivery times and any other information relevant to assessing the

impacts of the operation.

Page 68: Volume 4.pdf

On an average day Keystone will use 10 Euclid type trucks to haul material from the onsite stock

piles, excavation site or the Material Processing Facility. No offsite soil materials will be

brought to the Keystone Sanitary Landfill.

Refer to Exhibit B. 2. for the material Mass Balance Tabulation. Note: The Controlled Fill

Quantity was a conservative estimate based on the total removal of Municipal Solid Waste in the

deep pits of the Keystone/Dunmore Site, whereas this relocation is to a subgrade elevation, more

or less, there will be an excess of material available on site.

Page 69: Volume 4.pdf

EXHIBIT B.l.C - MSW Fill Quantities

Keystone Sanitary Landfill, Inc. Phase III Site Development

Page 70: Volume 4.pdf

K13YS'I'ON13 SANITAI<Y I.,ANI3I~I,l.. - I<I~YS'I'ONE/I)UNMOHI~ l'l.lAS13 Ill MSW FILL QIJANTIrrIES 'TABLL? - IjASELINE A

Tonnage Conversion Factor for MSW was derived from the 20 1 I KSL Annual Map.

TOTAL=

MSW = Municipal Solid Waste

STA

0+00

P.

2+00

4+00 --- --

6+OO

X+00 -. . -. - . , . , - -

1 0+00

12+00 --

14+00

16+00 --

18+00

20+00

Approximate Total Volume = 16,177.504 CY

Tonnage Conversion Factor = 0.74

Approximate Total Tonnage = 1 1.97 1.353 T

AVI-<l<A( ili

SI'C'I'I(')NAI, Al<I<A

1'1-1 111 MSW (SY)

- 0

0

0

6.082

16.866

27.3 18

-- 36.684

44.755

5 1,936

59.02 1

SljCI'lONAI. AREA

MSW (SY)

0 - -

0

0 --- --

0

12,164

2 1,568

33,067 A-

40.302

49,209

54,663

63.378

I '

(YD)

-- 67 --"

67

-- 67 -- 67

67 --

67

--- 67

67

67

67

'I'O'I'AI, VOI,UME

MSW (C'Y)

0

0

----------. 0

405.467

I, 124,407

1,821.170

-- 2,445.630

2,983.696

3.462.407

3,934,726

Page 71: Volume 4.pdf

KliYS'l'ONIX SANITAItY I,ANI)FII,I, - KEYSTONEIDLINMORE 1'1-IAS13 111 MSW I'ILI, QUANTITIES TABLE - BASELINE H

ST/\

O+OO

2+00

4+00

6+00

8+00

1 O+OO

12+00

14+00

16+00

18+00 - - - .

.

20+00 - - -

22+00 -

24+00

26+00 - - - .-

28+00

30+00 - - . -

- 32+00

34+00 -

36+00

3 8+00 --

----

AVIiIIA(;I<

SRCTIONAI, AIIEA 1'1-1111MSW(SY)

70.249

81,617

89.155 --

94.736

99,44 1 - . -

--- 103.35 1

- 103,58 1

- --- - - - - -- - -- - 99,52 1 .- - -- --.- -

97,9 13

--- -- - - - . - --- - - -. - 97,024 -

96,654

-. .

95,274 -- - --

92,735

- 88,999

83,935

- 83,789 -- --

77,413

- - . . . . - . - . . . . . . . - - . . - - 61,847

44,439

----.+- 32,059

SEOI'IONAI, AIIEA

MSW (SY)

63.436 - ---

77.062

86,172

p- - 92.1 38

97,335

101,547 - . . - - .-

105,156

1 02.005 - -

97.037

98,788 - - - -- - . -- - - -

95.26 1

98,048 ~ -- --

-- 92.499

92,970 -- -- - - - - - --

85,029

82.841 -

-- - 84,737

70,088 - . - .--. . - - .. - - - - - -- - .- -

- --- 53.605

35,273

UIST

(YI))

67 -

67

67

67

67

67 - --

67

67 - -

67

. - - -. 67 -- --

67

.- --- - 67

- - -.

67

- 67 - -

67

-- 67 -

67

- 67

67

--- 67 - - - -

TOTAL VOI,UME

MSW (CY)

4,683.274 --

5.441.159

-- - 5.943.689 --

6.3 15.763

6.629,38 1 - -

--.-

6,890.096 --

-- 6,905.370

- - - - 6,634,752 - - -. - - - -

6,527,5 1 1

. - -- - - - -- - -. .- - -. - - - - . 6.468.28 1

.- - - --

6,443,6 1 1

635 1,574 -- - - - - - -

6,182,300

- -- 5,933,285 --- - - -. --

5,595,681

5,585.959 -.

5,160,837

.- - -- - 4,123,107

2,962.604

.--+ -- 2,137,278 - - - -- - - -

Page 72: Volume 4.pdf

I 1 I I Tonnage Conversion Fnclor for MSW was tlerived from tlie 201 1 KSI- Annual Map.

MSW = Municipal Solid Waste

Approximate Toral Volume = 126.784.444 CY

Tnnnage Conversion Factor = 0.74 Approximate Total Tonnage =

I Approximate Total Tonnage Baseline A & B =

Page 73: Volume 4.pdf

KEYSTONE SANITARY LANDFILL ATTACHMENT TO CAPACITY WORKSHEET

PERMIT # 101247

(I ) Total Permitted Capacity: 6 1,940,086 cy

Tabor - - 19,543,758 cy Logan - - 5,825,537 cy Phase I 1 - - 36,570.79 1 cv TOTAL - - 6 1,940,086 cy

(2) Total Air Space Used: 34,142,595 cy

See attached printout from computer generated volume calculation.

(3) Total Air Space Remaining: 27,797,49 1 cy

Placed in Phase I1 1,338,386.36 tons

(5) Waste Accepted in Previous Years: 24,236,173.78 tons Taken from 201 1 Capacity Worksheet

(6) Total Waste Accepted: 25,574,560.14 tons (thru 1213 112013)

(7) Conversion Factor:

25,574,560.14 tons = 0.7490 34,142,595 cy

(8) Total Capacity Remaining: Conversion Factor x Total Airspace Remaining 0.7490 x 27,797,491 cy = 20,820,320.76 tons

(9) Operating Days this Report Period: 305 days

(10) Permitted Average Daily Volume: 7,250 tons

(1 1) Estimated Remaining Life:

20,820,320.76 tons t 7,250 tons + 305 days = 9.42 years

Page 74: Volume 4.pdf

5: 'It- -rr

Page 75: Volume 4.pdf

KEYSTONE SANITARY LANDFILL, INC. SITE DEVELOPMENT - PHASE Ill

PAD CONSTRUCTION, CELL LlUlNG SCHEDULE & CLOSURE INCREMENT SEQUENCE TABLE 7/1/2011 - AVERAGE DAILY VOLUME = 7,2.50 T/D = 184,875 Tho. = 2,218,500 T/YR.

KEYSTONE SANITARY LANDFILL - PHASE Ill PAD CONSTRUCTION & M.S.W. CELL FILLING SCHEDULE CLOSURE

TOTALS I 1 236.9 1 22854,573 1 123 Mon. = (10 Yearn-3 Months) I I A

I

1

28.6

17.0

13.1

Pad No.1-Certfflcatfon

Pad No.2-Certiflcatfon

Pad No.3-Certlflcatfon

17.6

28.6

23.1

4/16 - 6/16 6/16 - 7/16 7/16 - 9 1 6 9/16 - 2/17 2/17 - 6/17 6/17 - 9 1 7 9/17 - 2/l8 l8 -

9$18-1{/18 , 12/18 - 12/18 ,

171.7

7/16 - 10/16

3/17 - 10/17

3/18 - 1/19

2.0 1 .I 2.4 4.7 3.8 3.0 4.6 6.5 3.0 0.1

366,243.9 204,534.8 446,967.1 873,853.7 698,669.0 556,806.2 849,941.4

1,20271 8.6 548,216.5 20,780.1

189.0

194.9

0

0

28.6

1/15 - 9/15

7/15 - 3/16

4/16-12/16

Pad No.1 22.7

Pad No.2 19.4

pa&.P3

1 2 3 4 5 6 7 8 9 10

43.5 Pad No.5-Certlflcatlon

120.1

137.7

137.7

Pad No. 1 Pad No. 1 Pad No. 1&2 Pad No. 1&2 Pad No. l&2 Pad No. 2&3 Pad No. 2&3 Pad No. 2&3 Pad No. 2&3 Pad No. 2&3

24.0

24.0

Pad No.6-Wfflcatlon

Pad No.6-Closure

17.3

4/25 - 5/25 5/25 - 6/25

25 - 25 7$25 - 825 8/25 - 10/25

10/25 - 11/25

33.4

43.5

29.5

6/25 - 12/25

11/25 - 12/25 12/25 - 2/26

1 .O 2 0

0.9 1.4 1.1 1.1 1.6 0.5

175,928.8 263,229.0 206,173.8 208,674.0 288,182.7 89,971.4

33.4

70.9

1/26 - 4/26

/ - /

181,332.1 368,360.4

Pad No.5 25.6

24 25 26 27 28 29

Pad No.5&6 PadN0.W

Pad No.5 Pad No.5 PadNo.5 Pad No.5 Pad No.5 Pad No.58~6 '

0.9 0.3 2 0 1 .O

170,549.7 59,960.0

377,01 0.3 180,408.9

32 33 34 35

30 31

4/26 - 6/26 5/26 - 8/26 6/26 - 7/26

Pad No.566 . Pad No.6 Pad No.6 24.1 Pad No.6 Pad No.6

Page 76: Volume 4.pdf

. - _ . _ I - 1 1

I . - . _ I - EXHIBIT B.2 - Earthwork Mass Balance . -

Keystone Sanitary Landfill, Inc. Phase III Site Development

Page 77: Volume 4.pdf

COVER MATERIAL ON SlTE

PHASE Ill (PADS 1,2,3) ROCK CUT VOLUME 593,841 CY

PHASE II (INCLUDING PAD 4) ROCK CUT VOLUME 8,261,514 CY

PHASE II EXISTING STOCKPILE VOLUME 3,880,306 CY

UEYSTONE / DUNMORE ROCU CUT VOLUME 4,103,962 CY

**COVER FROM PHASE Ill LINER PULL-BACI(** 927,518 CY

TOTAL VOLUME OF COVER MATERIAL ON SITE 17,767,141 CY I

KEYSTONE/DUNMORE (SF) 4,131,987.16 X 2 LF = 306,073 CY

LOGAN (SF) 888,183.79 X 2 LF = 65,791 CY TABOR (SF) 1,774,877.31 X 2 LF = 131,472 CY

PHASE II (SF) 5,726,447.17 X 2 LF = 424,181 CY

TOTAL COVER FROM PHASE Ill LINER PULL BACK 927,518 CY

Page 78: Volume 4.pdf

STOCKPILE NO. 1

NO SWFACECOWARISON (CY) (CY) (CVJ TIME 1

1997ANNV/\L ANNllAl 1,IW L425,4tQ 1.424.416 el SB2 DAYS

MLP hU,I1 5,BlG Sl1.119 Y)7,3YZ 4 1 1 b 207 DAYS

r ~ 7 I,M%I~L 1,948,498 ~HLL. AK DAYS

107111. 3,FmY)(I CY 1 , s DAYS Lrnm j

CAl~~i3DLOAOCAPACIlY Y M CY I~WI~~IJ~UIIW CYCU TIM= M MIN P in IRIICK

NO. OF DEDICATED ROCK ~ ~ U C K S 1011 WIIRIAL INU~SPO~T = 4 AVC. WON( DAY. 9 HIIS

AVL NO. O I OPtMllNfiDAVS= 3 s I)/VA TOTAL N u M a n 01 I r P s Ptr DAY (gun D A ~ ) 72

AVC. VOWhXTMNSPOAltO= 2,448 CYIDAY

Page 79: Volume 4.pdf

CONTROLLED FlLL REQUIRED

KEYSTONE/DUNMORE SITE BASELINE A BASELINE B TOTAL

PHASE Ill - PADS 1,2,3 CY 288,150

PHASE Ill - FINAL COVER LINER (ACRES) (SF) COVER (LF) TOTAL

PHASE 111 - LINER COVER 298 12,980,880 2 961,547

KEYSTONE/DUNMORE SITE 3,556,356 CY PHASE Ill - PADS 1,2,3 288,150 CY

PHASE Ill - FINAL COVER 2,936,267 CY

PHASE 111 - LINER COVER 961,547 CY

TOTAL CONTROLLED FILL REQUIRED 7,742,320 CY

Page 80: Volume 4.pdf

KEYSTONE SANITARY LANDFILL - KEYSTONE/DLrNklORE MASS BALANCE CUTIFILL OUANTITIES TABLE - BASELINE A

STA

o+oo

21-00

4+00

6-1-00

8+00

10+00

12+00

14+00

16+00

18+00

2WOO

Tonnage

RC (SY)

0

0

0 --

0

312

172

614

723

1.221

1.768

- 3,737

Conversion

AVERAGE

Tonnage Conversion Factor for MSW was derived from the 201 1 KSL Annual Map. TOTAL = 386.303 2.900.986 3.288.699 6.189.685 (5.803.lS2 1

RC = Rock Cut

DIST (YD)

67

67

67

67

67

67

67

67

-- 67

67

RC (SY)

0

0

0

156

242

393

668

972

61 1

2.752 -

PennDOT

CF = Controlled Fill

MSW = Mun~cipal Solid Waste TS =Total Spoil

SECTIONAL CF (SY)

0

319

1.749 -

7.249

5.425

4.346

4.514

--

5.718

6.765

5.431

3.998

Factor for RC

Approximate Mass Balance Total Volume = 386.303 2.900.986 3.288.699 6.1 89.685 CY Tonnage Conversion Factor = 1.35 1.48 0.74

Approximate Mass Balance Total Tonnage = 5 19.578 4.293.460 2.433.637 6.727.097 T

SECTIONAL CF (SY)

160

1 .034

4.499

6.337

4.856

- 4.430

5.1 16

6.241

- 6.098

- 4.714

Pocket Gu~de

B.iL.iSCE (CY)

1 10.639)

(68.926)

(299.904)

(626.839)

(793.192)

(859.039)

(9 15.SZ-l) - -

(883.49.;)

- (820.355)

520.191)

AREA MSW (SY)

0

- 0

0

0

- 6.443

8.065

9.631

8.948

7.168

6.468

5.214

& CF wrere

RC (CY)

0

0

0

10.390

16.127

26.210

44.564

64.804

40.714

183.495

TS (SY)

0

319

1.749 -

7.249

11,868

12.411

14.146

- 14,666

13.933

11.899

9.21 1

derived from

AREA MSW (SY)

0

0

-- 0

3.221

7.254

8.848

9.290

8.05 8

6.818

5.841

for Road

TS (SY)

160

1.034

4.499

9.558

12.140

13,278

14.406

14.299

12.916

10.555

Construct~on.

TOTAL CF (CY)

10.639

68.926

299.904

422.465

325.706

295.340

341.073 --

416.096

--- 406541

314.296

VOLCllE .LIS\\' (CY)

0

0

0

214.764

4P3.613

- - - - 589.859

619.315 - -

537.201

-- 454.525

389.390

TS (CY)

30.639

68.926

199.904

637.229 .

8D9.-3 19

SSS.229

960.388 - - -

953.297

561.069

703.686

Page 81: Volume 4.pdf

KEYSTONE SANITARY LANDFILL - KEYSTONEIDUNhIORE MASS BALANCE CUTIFILL OUANTITIES TABLE - BASELLNE B

STA RC (SY)

AVERAGE

Tonnage Conversion Factor for MSW was derived from the 201 1 KSL Annual Map. TOTAL= 4.173.655 655.370 2.841.857 3.497.217 676.419 RC = Rock Cut

RC (SY)

4.898

7.282

-- 8.737

9.161

7.771

6.290

- 8.408

10.059

CF = Controlled Fill

MSW = Municipal Solid Waste TS = Total Spoil

B.4L.AKCE (CY)

-- 279.41 7)

41531

- - 196.1 19

155.6-

- 45.181 --

11 1.63s

- 11.93-

5 16.M6

DIST (YD)

67 - -

67

67

67 - .

67

- - - 67

67

- 67

-~

SECTIONAL CF (SY)

-.

4+00 8.483

Approximate Mass Balance Total Volume = 4.1 73.655 655.370 2.84 1.857 3.497.227 CY

Tonnage Conversion Factor = 1.35 1.38 0.74 Approximate Mass Balance Total Tonnage = 5.6 13.566 969.917 2.102.974 3.072.92 1 T

- 4,013

3.521

685 -

0

- 140

260

3,012

206

0

Factor for RC

SECTIONAL CF (SY)

3.767 -

2.103

- 343

70 -

200

- -. 1.636

- 1.609 -

103

10+00

I Approximate Mass Balance Total Tonnage Baseline A & B = 6.133.144 5.263.407 4.536.61 1 9.80C1.018 T I

AREA MSW (SY)

6.209

TS (SY)

5.235

5.410

3.702

4.202

6.310

7.376 - -

8.48 1

- - 4.429

0 -

-

--

- - - .

fy~oad~onsuuc i ion .

RC (CYj

326.542 -

485.470

- 582.434

- 610.727 - - - -

518.048

- - 419.319

560544 -. -

670571

-

-

- --

AREA MSW (SY)

- 5.322

4.556

3.952

5.256 -

6.893

.

7.978

6.455 - - - - -

2.215

-

VOLCLIE

9.248

- 8.93 1

4.387

4.202

-- 6.450

7.736

1 1.492

4.636

0

-

TOTXL CF (CYt

- 251.133 -. -

140.197

- - - - 22.835

4.660-

33.335

109.064

107.268

6.878

- - - -

-

TS (SY)

9.089

6.659

- 4.295

5.326

7.093

- - 9.614

. 8.064

2.318

12+00 - - - . .

14-40 --- -

- --

- - -

-

SlSW ICY

- 354.826 - -

307.742

-

& CF were derived from

L 6 . 3 7 0 - -

10,446

PennDOT Pocket Guide

TS (CY)

605.959

443.939

.

16i-00

-

263.480

-350.397

459.531

-

53!.893

430.340 -- ----

147.647

-

-

9.671

286.315

- - 355.057

471.867

- - - - 640.957

537.607 - -

154.525

-

-

--

Tonnage Conversion

Page 82: Volume 4.pdf
Page 83: Volume 4.pdf

- 1 -

2540-PM-BWM0173 6/2005 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WASTE MANAGEMENT

Date Prepared/Revised 2/12/14

DEP USE ONLY

Date Received

FORM 2 MAP REQUIREMENTS - PHASE I

MUNICIPAL WASTE AND CONSTRUCTION/DEMOLITION WASTE LANDFILLS

This form must be fully and accurately completed. All required information must be typed or legibly printed in the spaces provided. If additional space is necessary, identify each attached sheet as Form 2, reference the item number and identify the date prepared. The “date prepared/revised” on any attached sheets needs to match the “date prepared/revised” on this page.

General References: 273.113, 277.113

Instructions: Provide the following maps in the scale and contours indicated. Before each item listed below, identify the specific map or plan where the information requested can be found.

Drawings must meet the following requirements or contain:

a. The maximum drawing size of 30” x 36”. b. The north arrow designated as magnetic or true. c. Grid system tied to north arrow. d. A legend of symbols. e. Horizontal and vertical scale. f. Consecutively numbered drawings. g. Seal and signature of PA registered Professional Engineer on cover sheet of drawings.

SECTION A. SITE IDENTIFIER

Applicant/permittee: Keystone Sanitary Landfill, Inc.

Site Name: Keystone Sanitary Landfill, Inc.

Facility ID (as issued by DEP): 101247

SECTION B. BASE TOPOGRAPHIC MAP

Base Topographic Map - Scale: 1 inch equals no more than 200 feet. A different scale may be used if approved in writing by the Department. The contour interval will be based upon a ten to one ratio between total relief of the map and the contour interval: The maximum contour interval shall be 10 feet, with lesser intervals in flatter terrain. Because of the large amount of information required on this map it is anticipated that more than one copy of the base map will be required to present all of the data in a clear, coherent manner. Good cartographic practice should dictate the amount of information presented on each copy. Including narrative descriptions as necessary, the base map must show the following:

Scale of map is one inch equals 200 feet.

Contour interval is 5 feet.

1. The boundaries and names of present owners of record of land (surface and subsurface) including easements, rights of-way, other property interests, in the proposed permit area and adjacent area; the boundaries of the land within the proposed permit area; and a description of title, deed or usage restrictions affecting proposed permitted area.

2. Boundaries of land to be affected during total life of operation. Include boundaries affected in each sequence of landfilling activity and boundaries of areas for impoundments.

3. Soil stockpile areas on and off permit area.

4. Public and private water sources within ½ mile of the proposed facility.

5. Within ¼ mile of proposed facility:

a. Springs.

Page 84: Volume 4.pdf

2540-PM-BWM0173 6/2005

- 2 -

SECTION B. BASE TOPOGRAPHIC MAP (Continued)

b. Streams. c. Lakes, ponds. d. Wetlands. e. Constructed or natural drains and irrigation ditches. f. Oil and gas wells. g. Coal and non coal mines. h. Coal seams to a depth of 500'. i. Mine spoil piles. j. Dumps. k. Dams, embankments. l. Mine pool discharge points. m. Rights-of way for high tension power lines, and/or pipelines. n. Buildings in use. o. Previous solid waste disposal or processing facility. p. Water quality monitoring points (anticipated location).

6. In proposed permit area and adjacent areas:

a. Boundaries of land where landfill activities are prohibited according to 273.202/277.202. b. Municipalities. c. Sinkholes, fractures, fracture traces, outcrops, lineaments, mine pools. d. Water discharges into a surface water body. e. Test borings and core sampling (show elevation) required in 273.115/277.115. f. Test pits or excavations required in 273.117/277.117. g. 100 year floodplain. h. Groundwater table contours in the proposed permit area and adjacent area for one or more aquifers. i. Directions of groundwater movement in the proposed permit area and adjacent area. j. Lithologies and/or geologic formations and members in the proposed permit area and the adjacent area. k. Soil and sediments in the proposed permit area and adjacent area. l. Geologic structural features in the proposed permit area and adjacent area.

SECTION C. 500 SCALE MAP

Topographic map on a scale of 1 inch equals no more than 500 feet with10 foot maximum contour intervals that shows the name and location of any public water sources within 3 miles downstream or downgradient from the proposed facility.

SECTION D. SOILS MAP

USDA Soil Conservation Service soil map or aerial photograph when current soil maps are unavailable that shows site boundaries, soil types, and location of test pits or excavations.

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FORM 2 – MAP REQUIREMENTS – PHASE I

NARRATIVE

SECTION B. BASE TOPOGRAPHIC MAP

B-1 Refer to Sheet No. 4

Note: The property upon which Phase III Site Development will be located is within the

confines of the existing PaDEP Bureau of Solid Waste Management Permit No. 101247.

All the property required for the Phase III Site Development is owned by Keystone

Company and F & L Realty Corporation. (Refer to documentation contained in Form E)

The applicant is Keystone Sanitary Landfill, Inc., which is also owned by the principals

of Keystone Company and F & L Realty Corporation. No deed or usage restrictions exist

which would affect the Phase III Site Development.

B-2 Refer to Sheet No. 4, Sheet No. 13 through Sheet No. 16, Sheet No. 22, Sheet No.23,

Sheet No. 53, and Sheet No. 62 through Sheet No. 64.

B-3 Refer to Sheet No. 4. Note: There are no off site soil stockpile areas.

B-4 Refer to Sheet No. 3 and Sheet No. 4. Note: Pennsylvania American Water Company

Reservoir No. 2 is located upgradient based on ground contour and cut off by the

Lackawanna Valley Industrial Highway (Robert P. Casey Highway) with respect to

surface drainage from the Phase III Site Development Area.

B-5 Within ¼ mile of the proposed facility:

B5.a. N/A

B5.b Refer to Sheet No. 3, Sheet No. 4 and HGS 12-1.

B5.c. Refer to Sheet No. 3 and Sheet No. 4.

B5.d. Refer to Sheet No.3 and Sheet No. 4.

B5.e N/A

B5.f. N/A

B5.g. Refer to Sheet GSE-1 through GSE-5 and HGS-2 through HGS-6.

B5.h. Refer to Sheet GSE-1 through GSE-5 and HGS-2 through HGS-6.

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FORM 2 – MAP REQUIREMENTS – PHASE I

NARRATIVE

B5.i. Refer to Sheet GSE-1, Sheet No. 67 and HGS-1.

B5.j. N/A

B5.k. Refer to Sheet No. 3, Sheet No. 4 and Sheet No. 54

B5.l. N/A

B5.m. N/A

B5.n. Refer to Sheet No. 3 and Sheet No. 4.

B5.o. Refer to Sheet No. 3, Sheet No. 4.

B5.p. Refer to Sheet HGS-1.

B6 In proposed permit and adjacent areas:

B6.a. N/A

B6.b. Refer to Cover Sheet, Sheet No. 3, Sheet No. 4 and HGS-1.

B6.c. Refer to Sheet HGS-1.

B6.d. Refer to Sheet No.3 and Sheet No. 4.

B6.e. Refer to Sheet GSE-1.

B6.f. Refer to Sheet GSE-6.

B6.g. N/A

B6.h. Refer to Sheet HGS-1 and From 7.

B6.i. Refer to Sheet HGS-1, Form 6 and Form 7.

B6.j. Refer to Sheet HGS-1 through HGS-5.

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FORM 2 – MAP REQUIREMENTS – PHASE I

NARRATIVE

B6.k. Refer to Sheet GSE-1 and Sheet No. 67.

B6.l. Refer to Sheets HGS-1 through HGS-6.

SECTION C. 500 SCALE MAP

Refer to Sheet No. 3 – Location Map.

SECTION D. SOILS MAP

Refer to Sheet No. 67 – Soils Map.

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2540-PM-BWM0007 6/2005 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WASTE MANAGEMENT

Date Prepared/Revised 2/12/14

DEP USE ONLY

Date Received

FORM 3 MAP REQUIREMENTS - PHASE II

MUNICIPAL WASTE AND CONSTRUCTION/DEMOLITION WASTE LANDFILLS

This form must be fully and accurately completed. All required information must be typed or legibly printed in the spaces provided. If additional space is necessary, identify each attached sheet as Form 3, reference the item number and identify the date prepared. The “date prepared/revised” on any attached sheets needs to match the “date prepared/revised” on this page.

General References: Sections 273.133/277.133

Instructions: Provide the following maps in the scales and contours indicated. Before each item listed below, identify the specific map

or plan where the information requested can be found. Scale: 1 inch equals no more than 200 feet with 10 foot maximum contour intervals. Drawings shall meet the following requirements or contain: a. The maximum drawing size of 30” X 36”. b. The north arrow designated as magnetic or true. c. Grid system tied to north arrow and on-site survey monuments. d. A legend of symbols. e. Horizontal and vertical scale. f. A title block which identifies the applicant, municipalities, consultant and dates of all information. g. Seal and signature of PA registered Professional Engineer on cover sheet of drawings and seal on all subsequent drawings in the

set.

SECTION A. SITE IDENTIFIER

Applicant/permittee: Keystone Sanitary Landfill, Inc.

Site Name: Keystone Sanitary Landfill

Facility ID (as issued by DEP): 101247

SECTION B. TOPOGRAPHIC MAP

Topographic map of proposed permit and adjacent areas showing the following:

1. Boundaries of lands proposed to be affected over the estimated total life of proposed operation and the sequence of landfilling and closure.

2. A change in a component of facility or feature within proposed permit area caused by proposed operation. 3. Buildings, utility corridors and facilities which will be used in operation. 4. The areas of land for which bond will be posted under Chapter 271, Subchapter D. 5. Solid waste storage, processing or unloading areas. 6. Water diversion, collection conveyance, erosion and sedimentation control, treatment, storage and discharge facilities. 7. Location and elevation of permanent physical markers for grid coordinate system. 8. Gas management, collection, and control facilities. 9. Boundaries of construction activities. 10. Barriers, fences and similar structures required by 273.212/277.212. 11. Sedimentation pond, permanent water impoundment, or similar facility. 12. Access roads to site, including slopes, grades and lengths of roads. 13. Monitoring wells. 14. Area for isolating detected radioactive waste.

15. Location of radioactive monitoring equipment. 16. Location of meteorological equipment.

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2540-FM-BWM0007 6/2005

- 2 -

SECTION C. GRID SYSTEMS

Grid coordinate system for proposed permit area. Horizontal control system shall consist of a grid not to exceed 200 feet square sections. A permanent benchmark for horizontal and vertical control shall be shown. Grid system shall be tied to benchmark and baseline. (Two monuments should be placed on the grid to allow an instrument to be set up for horizontal and vertical control.) A minimum of two permanent monuments should be provided with coordinates, elevations, and construction details identified.

SECTION D. PLANS, DESIGNS, CROSS-SECTIONS AND MAPS

Design Items to be included: a. Compaction of solid waste, thickness of lift. b. Application of daily cover material, intermediate, final cover. c. Elevation and grade of final cover. d. Management of surface water in accordance with Chapter 102. e. Erosion control in accordance with Chapter 102. f. Schedule of filling. g. Site preparations. h. Monitoring devices.

i. Location and limits of areas previously filled, if applicable. j. Cross sections indicating the interface details between areas previously filled and areas to be filled, where applicable. k. Limits of construction defined by grid controls. l. Borrow areas on-site defined by grid controls/or off site. m. Location of underground and surface mines on-site. (Indicate extent of mining activity) n. Cross sections shown on the plans shall be referenced to the grid system for horizontal location and permanent benchmark,

whenever applicable. o. Grades required for proper drainage of lifts. p. The design plans shall include a cross section of the access roads and all weather roads (with associated drainage system)

identifying construction materials, slopes, grades, and distances. q- Cross sections, grades and/or profiles of diversion ditches, capacities and calculations for ditch volume. r. A construction schedule shall be submitted by the applicant to the Department in a format established by the Department. s. Gas Management - location of vents, flares, collection lines, recovery systems, design of system components. t. Layout of leachate collection and detection pipes. u. Liner system cross-section. V. Temporary erosion and sedimentation controls. w. Soil storage area locations. x. Location of collection and treatment facilities. y. Cross section of treatment lagoons and proposed collection facilities. z. Location of discharge points of treated leachate (requires industrial waste permit). aa. Cross sections of phases or cells. bb. Typical cross section showing components of landfill design. cc. Location of scales for weighing. dd. Area for isolating detected radioactive waste. ee. Location of radioactive monitoring equipment. ff. Location of meteorological equipment.

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

GENERAL REFERENCES:

a. The maximum drawing size of 30” X 36” – Due to the size of the Phase III Site

Development and the necessity of preparing detailed construction drawings at a scale of

1” = 50’, the Phase III Site Development Plans contain drawings sized at 36” X 48”. As

discussed at the pre-application meeting at PaDEP offices on 2/12/14 it was agreed that

the 36” x 48” sheet size was acceptable. The submission is to include two (2) full size 36”

x 48” and one (1) reduced size 24” x 36” plan sets.

b. Refer to Sheet No. 6, Site Survey Data.

c. Refer to Sheet No. 6, Site Survey Data.

d. Refer to Sheet No. 2, Table of Contents.

e. Refer to Individual Plan Set Sheets.

f. Refer to Plan Set Sheets.

g. Refer to Plan Set Cover Sheet.

B. TOPOGRAPHIC MAP:

B-1 Boundaries of lands proposed to be affected over the estimated total life of the proposed

operation and the sequence of landfilling and closure are shown on Sheet No. 3 and Sheet

No. 4.

B-2 The overall Phase III Site Development will require the following changes to the

components of the facility or features within the permit area: Sedimentation/Retention

Ponds #1 and #5 shall be increased in size and a new Sedimentation/Retention Pond #6

will be created at the northerly end of the landfill to accommodate changes in the

drainage area flow directions, new drainage ditches and the ultimate elimination of

Sedimentation/Retention Pond #3. Access roads will be eliminated and relocated to

provide vehicular access to the landfill working faces and material stockpile areas. The

existing treatment plant will be upgraded and rebuilt based on the projected leachate

flows as detailed in the Form 25.

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

B-3 Buildings, utility corridors and facilities which will be used in operation are shown on

Sheet No. 4.

B-4 The areas of land for a which bond will be posted as per Chapter 271, Subchapter D, will

include the landfill footprint, the outside perimeter of the access roadways, and the

soil/rock material processing center along with the leachate gas management facilities

locations, shown on Sheet No. 4.

B-5 No storage or processing of municipal solid waste will be undertaken on the site.

Unloading areas for municipal solid waste truck will be immediately adjacent to or at the

working face of the landfill operation. (Refer to Sheet No. 4).

However, temporary storage of tires, containers for recycled items, and building waste

delivered by individuals will be confined to the areas noted.

B-6 Water diversion, collection, conveyance, erosion and sedimentation control, treatment,

storage and discharge facilities are shown on Sheets No. 53 through Sheet No. 71.

B-7 Location and elevation of permanent physical markers for the grid coordinate system are

shown on Sheet No. 6.

B-8 Gas management, collection, and control facilities are shown on Sheets No. 37 through

Sheet No. 42.

B-9 Boundaries of construction activities are shown on Sheets No. 4.

B-10 Barriers, fences and other similar structures required by 273.212 and 277.212 are shown

on Sheets No. 4. The existing security guard posts will remain and be maintained at the

vehicular entrance to the Site. Additional fencing or other suitable barrier shall be

maintained around the site, impoundment areas, leachate collection and treatment

systems and gas processing facilities, sufficient to prevent unauthorized access. Access to

the site shall be limited to those times when an attendant is on duty.

B-11 Sedimentation Ponds are shown on Sheet No. 4, Sheet No. 54, and Sheet No’s. 62

through Sheet No. 64. (Refer to B-2 above.)

B-12 The Access Road is shown on Sheets No. 4 and Sheet Nos. 46 through 52.

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

B-13 Monitoring Wells are shown on Sheet No. 4 and HGS-1.

B-14 Area for isolating detected radioactive waste is shown on Sheet No. 4.

B-15 Location of radioactive monitoring equipment is shown on Sheet No. 4.

B-16 Location of meteorological equipment is shown on Sheet No. 4.

C. GRID SYSTEMS:

A. Horizontal gird system for the proposed Permit Area has been established. A

permanent benchmark for horizontal and vertical control has been shown on Sheet

No. 6.

D. PLANS, DESIGN, CROSS-SECTIONS AND MAPS:

D.a. The Phase III Site Development will be constructed and operated as an area landfill. The

waste stream will be compacted into a maximum 2’-0” layer within a minimum cell height

of 8”-0”. The waste stream will be compacted to an in place density of approximately 1,200

lbs/cy using heavy duty compactors especially designed for landfill operations.

D.b. A uniformed and compacted 6” layer of approved daily cover material or other approved

alternates shall be placed on the solid waste at the end of each working day, at the end of

every 24 hours, or at the completion of each lift, whichever is less. If the cover material is

soil/rock based, it shall not contain rock fragments that are greater than 6” in diameter, in

both the daily and intermediate cover.

A uniform compacted 12” intermediate cover shall be placed within 7 days of waste

disposal on the following:

(a) Each partial lift for which the operator intends to place no additional waste for six (6)

months.

(b) Each partial or completed lift that represents final permitted elevations for that part of

the facility.

A five (5) day supply of suitable cover material or approved alternate, approximately

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

9,375 cubic yards, based on 15% of total solid waste or 7,500 T/D x 5 ÷ 0.6 T/cy = 62,500

cubic yards, shall be maintained on Site at all times.

Intermediate slopes constructed during landfilling shall not exceed 50% and shall be

compacted with 1’-0” of intermediate cover and revegetated. In areas where intermediate

cover has been placed, and on which neither waste nor final cover is placed within thirty

(30) days, temporary vegetation shall be placed. Temporary vegetation shall be as detailed

on Sheet No. 72.

Keystone Sanitary Landfill, Inc. will place the final cover, including the Cap Detail as

shown Sheet Nos. 43 through Sheet no. 45, within one (1) year after disposal in the final lift

ceases or as soon thereafter as weather permits, unless approved by PaDEP.

The initial ten (10) year closure schedule is outlined on Sheet No. 11.

D.c. Elevation and grade of final cover are shown on the cross-sections and profiles, Sheets No.

73 through Sheet No. 131, and the Sheet No. 7, the Final Grading Plan.

D.d. Management of surface water is depicted on Sheets No.53 through Sheet No. 66.

D.e. Erosion Control Plan and Narrative are shown on Sheets No. 68 through Sheet No. 71.

D.f. Initial 10 Year Schedule of filling is defined on Sheet No. 11.

D.g. Site preparations are shown on plans entitled “Keystone Sanitary Landfill, Inc. – Phase III

– Major Permit Modifications – Dunmore Borough, Throop Borough, Lackawanna

County, Pennsylvania – PaDEP Permit No. 101247 – Permit Modification Dated February

2014, submitted with this Application.

D.h. The groundwater monitoring program is set forth in Form 7. The locations and details of

the groundwater monitoring wells are shown on Sheet No. 4 and HGS-1.

D.i. The location and limits of the previously filled areas of the existing site,

Keystone/Dunmore, PaDEP Permits 100803 and 100174, Logan, Tabor and a portion of

Phase II, PaDEP 101247, are shown on Sheet No. 4.

D.j. Cross Sections showing the interface between areas previously filled are shown for the

Phase III on Sheets Nos.73 through Sheet No. 106.

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

D.k. The limit of areas to be disturbed for the Phase III Site Development is outlined on Sheet

No. 4. The limit of the areas to be disturbed for the Phase III Site Development by grid

control is as shown on Sheet Nos. 13 through Sheet No. 16 and Sheet Nos. 22 and Sheet

No. 23.

D.l. All required materials for the construction, operation, and closure of the Phase III Site

Development are contained within the limits of landfill footprint area and the existing

stockpile areas shown on Sheet No. 4. No off-site borrow areas are proposed for this Site.

D.m. The location of underground and surface mines are shown on Sheet GSE-2 through Sheet

No GSE-5. Note: The horizontal limits of Dunmore No. 2 and Dunmore No. 3 Coal

Seams which were essentially mined to exhaustion.

D.n. All Cross-Sections and Profiles are referenced to the site grid control. (See Sheet No. 6).

D.o. The minimum cross slopes for intermediate and final lifts shall be 3%. Individual pad

construction details shown on Sheets Nos. 13 through Sheet No. 16 and Sheet Nos. 22 and

Sheet No. 23 make provisions to intercept and convey to permanent drainage facilities any

potential stormwater runoff to the active municipal solid waste disposal/operating face.

D.p. The plans, profiles, and construction details of the site access roads are shown on Sheets

Nos. 46 through Sheet No. 52.

D.q. Design calculations for the stormwater management facilities are contained in Form I and

Exhibit I. Drainage Ditch Profiles and Details are shown on Sheets No. 58 through Sheet

No. 61 and Sheet Nos. 65 and 66.

D.r. Initial 10 Year Construction schedule for the site is shown on Sheet No. 11.

D.s. Gas Management Plans and Details are shown on Sheets Nos. 37 through Sheet No. 42.

D.t. The overall layout of the leachate collection and detention pipes are shown on Sheet No. 9.

Individual Pad Construction details of the same are shown on Sheet Nos. 13 through Sheet

No. 16 and Sheet Nos. 22 and Sheet No. 23.

D.u. The Liner System Cross-Section is shown on Sheet Nos. 43 through Sheet 45.

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FORM 3 – MAP REQUIREMENTS – PHASE III

NARRATIVE

D.v. Erosion and Sedimentation Controls are shown on Sheets No. 53 through Sheet No.71.

D.w. Soil Storage Areas are shown on Sheet No. 4.

D.x. Leachate Treatment Facilities are shown on Sheet No. 4

D.y. Leachate is conveyed to the Leachate Storage Lagoons as shown on Sheet No. 4.

D.z. The discharge point of treated leachate is shown on Sheets No. 4.

D.a.a. Cross Sections for the Phase III are on Sheets Nos. 73 through Sheet No. 106.

D.b.b. Typical Cross Sections of the landfill are shown on Sheet Nos. 43 through Sheet No. 45.

D.c.c. Scales are shown on Sheet No. 4.

D.d.d. Areas for isolating radioactive waste is shown on Sheet No. 4.

D.e.e. The radioactive monitoring equipment is shown on Sheet No. 4.

D.f.f. Meteorological equipment is shown on Sheet No. 4.

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