ML18037A159

Forwards Responses to Questions in NRC 790130 Ltr Re Radwaste Solidification & Handling Sys.Includes Spill Prevention Control & Countermeasure Plan & Ny Application for Unit Const Permit,Indirect Source

ML18037A159
Person / Time
Site:	Nine Mile Point
Issue date:	03/02/1979
From:	Rhode G NIAGARA MOHAWK POWER CORP.
To:	Ippolito T Office of Nuclear Reactor Regulation
References
NUDOCS 7903060288
Download: ML18037A159 (160)

Text

'EGULATORY FORMATION DISTRIBUTION S EM (RIDS)ACC&3S IOQ NBR: 790306028S DOC~DATE: 79/03/02 NOTARIZED:

NO DOCKET¹FACIL:50 220 NINE MILE POINT NUCLEAR STATIONSi NIAGARA MOHAWK PONE 05000220 AUTH BYNAME AUTHOR AFFILIATION RHODEgG~K, NIAGARA MOHAWK POWER CORP'EC IP~NAME RECIPIENT AFFILIATION IPPOL I TO/T~A e OPERA T ING REACTORS BRANCH 3 SUB JECT~FORWARDS RESPONSES TO QUESTIONS IN NRC 790130 LTR RE RADWASTE SOLIDIFICATION 8 HANDLING SYS~INCLUDES SPILL PREVENTION CONTROL 8 COUNTERMEASURE PLAN 8 NY APPLICATION FOR UNIT CONST PERMIT INDIRECT SOURCE~~~~~DISTRIBUTION CODE: A001S COPIES RECEIVED:LTR

'ENCL SIZEeg~TITLE: GENERAL DISTRIBUTION FOR AFTER ISSUANCE OF OPERATING LIC NOTES'ECIPIENT ID CODE/NAME ACTION: 05 BC~RQ+3 INTERNAL: 01 12 I 15 CORE PERF BR 17 ENGR BR 19 PLANT SYS BR 21 EFLT TRT SYS EXTERNAL!03 LPDR 23 ACRS COPIES LTTR ENCL 7 7 1 1 2 2 1 1 1 1 1 1 1 1 1 16 16 REC IP IENT ID CODE/NAME 02 NRC PDR 14 TA/EDO 16 AD SYS/PROJ 1e REAC SFTY BR 20 EEB 22 BR INKMAN 04 NSIC COPIES LTTR ENCL 1 1 1 1 1 1 1 1 1 1 1 1 NAg ISg TOTAL NUMBER OF COPIES REQUIRED: LTTR 38 ENCL 38 I 4 II, 44 II 44 ff II l4 II II 44 II 4~I e 4 3 4 4 V HIIAlSAIRA Q PgQogg~g NIAGARA MOHAWK POWER CORPORATION/300 ERIE BOULEVARD WEST, SYRACUSE, N.Y.13202/TELEPHONE (315)474.1511 March 2, 1979 Director of Nuclear Reactor Regulation Attn: Mr.Thomas Ippolito, Chief Operating Reactors/Branch g3 U.S:.Nuclear Regulatory Commission Washington, D.C.20555

Dear Mr.Ippolito:

Re: Nine Mile Point Unit 1 Docket No.50-220 DPR-63 Attached are responses to the questions enclosed in your January 30, 1979 letter relating to the Radio-active Waste Solidification and Handling System.Very truly yours, NIAGARA MOHAWK POWER CORPORATION e~a d K.Rhode, Vice President System Pro+et Management LMM/szd Attachment

'F903 060 Qg 8' r j p l NIAGARA MOHAWK POWER CORPORATION Nine Mile Point Unit I Docket No.50-220 DPR-63 RADWASTE REDUCTION SYSTEM AND SOLIDIFICATION AND HANDLING SYSTEM Additional Information

-2.&Docl~et N~>>Control 4<>>f~~~lie>e~2.-~

if Oocumenn: lt'iGUtNMY DOCKH'll.E 7903060288

'

uestion 1 Provide a sketch to scale and with dimensions showing location of construction site and proposed building in relation to other existing facilities for NMP-l.R~es onse A sketch of the construction site and proposed building in relation to other existing facilities at Nine Mile Point Unit l is enclosed herein.

TRACK BAY EXTENSION SCREEN AND PUMP HOUSE VW I I+I CD I CD REACTOR BLDG.Qqi<-WASTE DISPOSAL 28'BLDG;8'D I CD Cd RADWASTE BLDG.I 9" 61'-t'W TURBINE AUXILIARY EQUIPMENT AREA 9.19 FF-GA BLDG.0 S~+I CD I~CD 0.2~~, 23~TURBINE GENERATOR AREA NEW ADMIN'STORES BLDG.SECURITY~FENCE.30 I 0 II*140'0"+I I CONSTRUCTION'REA OUTLINE~!I I x NM-2~I(Il IC A DMIN.BLDG.CONST.NORTH KEY PLAN FIGURE 1

uestion 2 Provide a dimensioned sketch of the proposed building cross-section showing existing grade, depth of foundation with respect to surface soil and bedrock), and proposed finished grade.R~es onse A sketch of the proposed building cross-section showing existing grade, finished grade and depth of foundation is enclosed herein.

EL.303'-8-l~/I'ROOF EL.30I'-8-1/2" EL.289'-0~EL.233'-~0'L, 261'-~0'RUCK iOADING i,~UNLOADING~MA TE STORAGE GRADE EL.260'-6'OCK EL.246~0'9.2 280 gw 61'-6'L.3030-8-1/~2" SECTION 2-2 (ELEVATION)~EL, 301'-8-1/2" EL.2890-5'RADE EL.260'-6 32 ROCK EL.246'-0" MASTE~62'-0'TORAGE EL.251'-0" 61'-0" Er I~'1'-0"$QW NW oLZo 106'-0" I 9 GRADE I EL.260'-6'r 4 ROCh EL.247'-0"~EL.240'-0'ECTION I-I (ELEVATION)FIGURE 3

stion 3 How much spoil will be generated from the excavated area and how will it be disposed of'?~Res anse It is estimated that 15,000-20,000 yd of spoil will be removed during excavation.

A relatively small amount of this will be used as backfill (1,000-2,000 yd3).Presently, spoil from Nine Mile Point Unit g2 con-struction is disposed of in areas on the Nine Mile Point Unit 1 6 2 site.These areas are located to the south of Lake Road.It is anticipated that spoil.from this excavated area will be disposed of in the same manner;that is, on-site disposal.

<<en E uestion 4 You indicate that discharges from the NMP-2 site runoff control system will be sampled in accordance with New York State Department of Environmental Conservation (NYSDEC)site runoff control criteria.What are these criteria?What parameters will be sampled and with what frequency?

~Res onse The criteria, samples to be taken and.frequency are listed in Part I of the Nine Mile Point Unit 2 discharge permit (attached).

Copies: S PDL'S File Region g7 Oswego Co.H.D.Mr.Crandall Mr.Pagano.Effective Date Expiration Date humus t l, 1977 Facility ID No.: NY 009 4463 At:tch: Part Zl-Gen'1 Cond.NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES)DISCHARGE PERMIT Special Conditions (Part I)This SPDES permit is issued in compliance with Title 6 of Article 17 of the Environmental Conservation Law of New York State and in compliance with the provisions of the Federal Water Pollution Control Act, as amended by the Federal Water Pollution Control Act Amendments of 1972, P.L.92-500, October 18, 1972, (33 U.S.C.51251 et.sere.)(hereinafter referred to as"the Act").Niagara Mohawk Power Corporation is authorized to discharge from.the facility described below: Nine Mile Point Nuclear Station Unit 2 Construction Site Lake Road Scriba, New York intoSEFc'eBin'gTkatASwfkRmCRp""~

Lake Ontario Class f'A-Speci.al)in ac'cordance with the effluent limitations, monitoring requirements and other conditions set forth in this permit.This permit and the authorization to discharge shall expire on midnight of the expiration date shown above and the permittee shall not discharge after the expiration date unless this permit has been renewed, or written authorization is given by the Department.

In order to receive authozization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the Department of Environmental Conservation no later than'180 days prior to the expiration date.By Authority of Geor e K.Hansen, P.E., Chief, P.D.E.S.Permit Section Designated Representative of Commissioner of the Department of Environmental Conservation Date 91-20-2 (3/76)Page 1 Signature C

EFFLUENT LIMITATIONS Part I Page 2 of 4 Facility I.D.No.0094463 lbs/day'~lbs/day lbs/day lbs/day Ibs/day~lbs/day lbs/day~~~ring the period beginning on effective date of permit>d lasting until expiration date of permit,.scharges from the permitted facility shall be limited and monitored by the permittee as speciFied below: TABLE I Out fa 1 1~ltumh r Ef flu nt L'm't t ons (tasximum Limits except where otherwise indicated) 004 (X)Flow 30 day arithmetic mean 33 000 GPD (Sani tary)(X)BOD>30 day arithmetic mean 30 mg/1 and (X)Bork, 7 day arithmetic mean 43 mg/1 and ()BOD5 Dai ly mg/1 and~()TOD (See Note Below)Daily mg/1 and (X)Suspended Solids 30 day arithmetic mean.30 mg/1 and (X)Suspended Solids 7 day arithmetic mean 43 mg/1 and (')Suspended Solids,, Daily mg/1 and I.(3)Fecal Coliform'0 day geometric mean~300 100 ml (X)Fecal Coliform'day geometric mean~400 100 ml ()Total Coli form Dai ly~100 ml ()Total Kjeldahl Nitrogen Daily~mg/I as N ()Ammonia Daily/mg/1 as NH3 (X)Dissolved Oxygen.Minimum greater than 4.0 mg/1 (X)pH Range 6'to 9,0 (X)Settleable Solids Daily less than 0.3 ml/1 (X)Chlorine Residual Minimum/Maximum 0.5/1.0 mg/1~~~~()Phosphorus Daily mg/1 as P ()Total Nitrogen Daily mg/1 as N ()<<and effluent values shall not exceed~IS of influent value Monitor n R u'r.m nt~pgm~~r TABLE 7 S m I Loc t'nn~il~unL~Efflu nt (x)(x)(X)(X)()()()(X)(x)(X)(x)()(x)e'otal Flow, AGD BOD5, mg/1 Suspended Solids Fecal ColiForm, No-/100 ml Total Coliform, No./100 ml Total Kjeldahl Nitrogen, mg/1 as N Ammonia, mg/1 as NH3 Dissolved Oxygen, mg/1 pH Settleable.

Solidsg ml/1 Residual Chlorine, mg/1 Phosphorus, m~/1 as P Temperature, C Total Nitrogen, mg/1 as N M~ont hl M~ont hl~Monthl 4/year 4/year~Month 1 Daily Daily Mon6iWy Instantaneous Grab Grab Grab Grab Grab Grab Grab Crab X or X X and X X and X NOTE: TOD (Total Oxygen Demand)shall be computed and reported as follows: TOD=lg x BOD5+4$x TKN (Total Kjeldahl Nitrogen)Dl-20-3.(fI/'JQ)

Part I Page 3 of 4 Facility ID No.: 0094463 FINAL EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS effective During the period beginning date of permit and lasting until expiration of permit, the discharges from the permitted facility shall be limited and monitored by the permittee as specified below: Outfall Effluent Number Parameter Dischar e Limitations kg/da'y (1bs/day)Other Units (Specify)Monitorin Re mts.Measurement Sample 005 ('ement batch Plant)Flow*Total Suspended Sol'ids Monthly Instant-aneous 50 mg/1 Monthly Grab Oil 6 Grease Settleable Solids 10 mg/1 15 mg/1 Monthly Grab 0.3 ml/1 Weekly Grab*Monitoring requirement only 006 (Total Discharge)

Flow+Total Suspended Solids Oil&Grease Settleable Solids 10 mg/1 50 mg/1 Monthly Ins tant-aneous Monthly Grab 15 mg/1 Monthly Grab 0.3 ml/1 Weekly Grab The pH shall not be less than 6;7 standard units nor greater than 8.5 standard uni.ts and shall be monitored as follows: on monthly grab samples for outfalls 005 and 006.Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

one sample to be taken at the outfall of batch plant before mixing, and another sample at the total discharge before entering Lake Ontario.The daily average discharge is the total discharge by weight or in other appropriate units as specified herein, during a calendar month divided by the number of days in the month that the production or commercial facility was operating.

Where less than daily sampling is required by this permit, the daily average discharge shall be determined by the summatin: of all the measured daily discharges in appropriate units as specified herein divided by th:.number of days during the calendar.month when the measurements were made.The daily maximum discharge means the total discharge by weight or in other appropriate uni'.as specified herein, during any calendar day.91-20-2{3/76)Page 4

MONITORING, RECORDING AND REPORTING Part I Page 4 of 4 Facility ID No.: 0094463 a)The permi,ttee shall a1so refer to the General Conditions (Part II)of this permit for additional information concerning monitoring and reporting requirements and conditions.

b)The monitoring information required by this permit shall be sum-marized and reported by submitting a completed and signed Discharge Monitoring Report form once every 3 months to the Department of Environmental Conservation and other appropriate regulatory agencies at the offices specified below.The first report will be due no later than Dec.28, 1977.Thereafter, reports shall be submitted no later than the 28th of the following month(s): March, June, Sept., Dec.Chief, Waste Source Monitoring Section New York State Department of Environmental Conservation Room 300-50 Wolf Road-A1bany, New York 12233 Regional Engineer New York State Department of Environmental Conservation Regional Office 87 100 Elwood Davis Road North Syracuse, New York 13202 Oswego County Department of Health 252 West First Street Oswego, New York 13126 c)If so directed by this permit or by previous request, Monthly Wastewater Treatment Plant Operator's Reports shall be submitted to the DEC Regional Office and county health department or county environmental control agency specified above.follows: d)Each submitted Discharge Monitoring Report shall be signed as l.If submitted by a corporation, by a principal executive officer of at least the level of vice president, or his duly authorized repre-sentative, if such representative is responsible for the overall operation of the facility from which the discharge described in the Discharge Monitoring Report originates; 2.If submitted by a partnership, by a general partner;3.If submitted by a sole proprietor, by the proprietor; 4.If submitted by a municipality, State or Federal agency, or other public entity;by a principal executive officer, ranking elected official, commanding officer, or other duly authorized employee.e)Unless otherwise specified, all information submitted on the Discharge Monitoring Form shall be based upon measurements and sampling carried out dgring the most recently completed reporting period.f)Blank Discharge Monitoring Report Forms are available at the above addresses.

91-20-2 (3/76)Page 2

uestion 5 Provide detailed.references, for the construction controls that are in the NMP-2 ER (Question 1.A.4)similar to those provided for questions 1.A.1 and 1.A.2.R~es onse The Nine Mile Point Unit 2 Environmental Report generally describes construction effects and controls in Section 4.0.However, a more comprehensive discussion is contained in Sections 2, 3, 7, 8, 9, 10 and 11 of the"Construction Environmental Program." Information from these sections is enclosed.

'l'TONE 6 0/EBSTEiR-NGINEERING CORP.887SO627UOO<

CONS RUC IOVI SIIE.'.INS RUC lONS Ti.tie~4 K,IV I RONHEHTAL.

ii0gl I TPR I igG PQCGPAH~~e~a~~~~~e~~'I~~Numba~CS I.1.3 Rev t.sion Rev.3 Date.June 20, 1978 Prepared By T.S..=arrel l NINE i'vlILE POINi NLICI-AR SiATION-UNIT 2.APPROVED-0~0 4>>~~4\Sita?aprasantat've CONCURR-NCF

.Supe&ate"'ant of:iaLd t,'un~'"y Cont"o'\4~~~~to~t~~~8'0~4\~~~f\~~P~~I~\oo~~~4~e~0~~~~~~~~'S.0.IVO.12787'coiiTaaL LpiEi'~)0~~~~~~~~Y

J.0.Ho.12187 CSI 1.3 Rev.3 1.0 Puraeae To monitor the effec of construction activities on the envircnment and to insure compliance with laws, r gulaticrs, and guidelines established by regulatory agencies cn construction activities.

2.0 Referenc s 2.1 Nine Mile Point Nuclear Staticn-Unit 2.Applicant's Envircn"" mental Report, Ccnstruc" icn Permit Stage.2.2 Final Environmental Statement-Nine Mile Point Nuclear Sta-ticn-Unit 2 (Oocket No.50-410)dated June 1973, issued by the Oirec.orate or Licensing, United States Atcmic Energy Commissicn.

2-3 Construe icn Permit Ho.CPPR-IIZ, issued to Niagara Monawk Power Corporaticn for Nine Mile Point Nuclear.Station-Unit Z.Zek Construction Envircnmental Program" Nine Mile Point Nuclear Station-Unit 2.a 2.5 t Cons,tr Progra Aaaaeheen:a (g uction Oepa~ent Standards" Ccnstruc" icn Environmental me 3 1 Organi zati cna I Chart.3.2 Constructicn Envircnmental Inspec-icn Report.(Typicai)3-3 E'nvircnmental inspecticn Log.4.0 General 4.1 Site Envircnmental Ccnmltt 0.2 l., HMPC Si t Representative Z.NMPC Envir nmentai Arfairs Oepar~ent Represe 3..HMPC-Unit I Envircnmental Representative SPEC Resident Manager 5.SPEC Superintendent or Fi Id Quality Ccntroi 6.SPEC L ad Environmental Engine r 7.SPEC Si t Envi rcnnentaI Engireer I Constructicn Environmental Prcgram (Rererenc Z.e)The Site Envircnmental Ccmmi tte wi 11 be made up of the fol-lowing perscnnel:

r nta" f ve The Sit Envircnmental Engine r shai I deveicp an envircnmental prcgram ror the site which wi il include ali aspects or envircn-mental ccntrols and permi ts appiicabie to the ccnstructicn site.Page 2.of 6

J.0.No., 12187 CSI 1.3 Rev.3 This program shall be developed along the guidelines set Forth in reference 2.5.This program shall be maintained and revised during the life of the project.All members of the Site Environinental Cainnittee shall be issued a copy of the Site Environmental Program and all the revisions ma e ta it.C Envi ronmenta I Permi ts and Reports The Si te Environmental Engineer shall prepare all envircnmental reports and applications unich are nec ssary during construc-tion aperatians.

Organi zatian (see Attachment 3.1)5'.0 Prccedur s 5.1 Inspec.ion of Construction Ac ivities5 1.1 5 I.Z The Site Environmental Engineer shall inspec all aspects of the canstructicn activities ca insure compliance with enviranr."ental regulatians.

Inspections shall be made.af ail items required by enviranmental pernits by the Site Environmental Engineer in accardanc uith the provisions or the permits.5-1-3 Environmental Inspecticn Reoorts (Attachnent 3.2)shall be initiated oy he Si e Envircnmental Engineer for any significant adverse ar potential adverse con-dition observed during site inspec ians.7n*Sit Environmental Engine r shall maintain a file of all inspecticn reports.A copy or the inspecticn repart shall be sent to the aporopriate Contractor and/or Construe-lan Supervisor when an unsatis=ac:ory ccn-diti n tion exists.Reccinnendatians as ta he corrective action ta be taken and the completion date af the cat rective acticn may be included cn the inspection repart.This insoection report shall be returned ta t e Site Envircnnental Engineer uhen the necessary action has be n completed.

At that time the Si" Envircnmencal Engine r shall reinspec=the particular activity and cocument its satisfac:ary ccmpletion.

5.1.4 Por routine i tens a checkl i st shal I be mairtained ta 3-31.acument the dat of the inspecticn (see At-a"'inmen t5.2 Site"nvircnn:entai Ccmmitt e (se Sec-'cn 0 i)Page 3 oF 6

~~J.O.Ho.12187 CSI 1.3 Reve 3 5.2.I The ccmmitte shal I meet bimonthly to evaluate the effects of construction"on the envircnment.

As part of the responsibilities, the ccmmittee shall also evaluate the effectiveness of the polluticn control-systems.Recommendations shail be made for the im-provement of the control devic s used at the construc-ticn site if necessary.

5.2.2 The members of the ca",.<It-e shal I be Famii iar wi th all cotrmitnents made fcr tne prot c" icn of the envi-rcnment (references 2.1, 2.2, 2.3, 2.4).5-2-3 The Envircnmentai Ccnvnittee shall ccnduc-site inspec-ticns as.r quired.The inspections shall include all new constructicn zc-ivi'ties which affect the environ-ment.Other ccnstruction activities and envircnmental control devices shall also be inspec ed as need d by the.determinaticn or the Envircnmental Ccmmittee.

5.2 4-The Environmentai Ccrrmittee will evaluate all pianned ccnstructicn activi ties which affect the envircnment.

Members of the camitt e shal I prcvide input For the deve I opmen t or adequa te can tro I measur s=orthese constructicn activi ties.5-2-5 The Environmental Ccnmit.e Meeting shal I be document d by the issuance or the meeting rotes.ine Site Envircn-mental Engineer shal I prepare and issue the meeting notes.Included in the meeting notes shall be: I.2'-Outstanding Items For Previous Months Environmental Sampling Progr am Resul ts a'<later equal I ty Analysis b.Hoise Level Survey Oiscussions and Rec"~endaticns 5 2.6 5-2-7 Any member of the coal t-e may convene a meeting to deal with an urgent prcblem.The.Site=nvironmental Engineer shail prepare and'issue an agenda For the meer.inc.Any ccami ttee member may provide the Site Envircnmenral Engineer items to be included cn the acenda.5.3 Reporting of Envircnmental Problems 5.3.I Anyone who cbserves a ccndi icn wnich'iolat s an environmental r gulaticn or orcc dure or has an ap-parent'adverse ff t on the nvircnment shall repor-this prcblem to the Site Environmental Engine r.Page 4 of 6

J.0.No.12187 CSl 1.3 Rev.3 5-3-2 1'f a new construe"icn activity is outside the scope of existing permits or a new ccnstructicn activity will adversely affect the environment, the Site Knvironmental Kagine r shall prepare a report assess" ing the effects of'his activity and develop tne necessary ccntrol measures and mcni toring requir ments.This informaticn shail be r viewed wi th members of the co@mitt e and a plan of action decided upon.After z decision has been made, the Si>>5'nvironmental Engineer shall prepare the nec ssary permit applica-tions and/or report for submit:al to the appropriat federal, state, and local acencies.This informaticn shall be forwarded to HHPC for submittal to tne agencies.5.3-3 if an unexpec=d event occurs which harms the envi-ron~i.t, the Site Eavircnmental Engineer shai1 take immediate carr c:ive action to ccntain, control and/or clean up the accident.A t r initial action has been taken, the Sit~~~vircnmental Kngine r shall notify the ether members of the canmitt e.Tne c"m-mit e shall make an ssessment of the damage and determine the nec ssa.I ac" icn.1 the accident requires the notificaticn of federal, state, or local agencies, the Sit~=,vircnmentai Fngineer shal1 pre-pare the necessary informaticn and forward it to NMPC.5.4 Bv i ronmen ta 1 Samp 1 i ng P rcgrams 5;4.1 The Site Fnvironmental

""engineer shall be r sponsibie to have al 1 monitoring and t s ting requir d by the various envircnmental permits conduc=ed.

The Site Envircnmental"agineer may per orm additional monitor-ing if it is deemed nec ssary for the control of con-strue" ion-activ i ties.The*results of the above monitoring program shail be distributed to the members of the Environmental Ccm-.mi ttee monthly.The Site Environmental Engineer shall orepare the necessary monitoring reports'quired by the various envircnmental permits (i.e., Oischarg 7ermit, quar-terly reports;Landfiil, annual repor.).The specific requirements For each."ermit will be documented in the.Constructicn

"=~vir~mental Prcgram.(Refarenc 2.4)Page 5 of 6

~.0.No.12187 5.4.0'Sl 1.3 Rev, 3 The Site Environmental Engineer shall for~ard the monitoring repor;s to NMPC For review(and submittal to the appropriate agency.6.0 Effective Date This instruc ion is effective until modified or cancelled.

and must be removed fran your of Contents accordingly.

upon rec ipt and ail 1 remain in Fore Revision 2 oF this instruction is void manual and destroyed.

Update your Table Page 6 of 6

~=-O.~TC.l 2187 QQY l 3 SiCH(4'W(35'R~GiHEBIHC CCR9CRAYtCH Rev.3 Attac?men 3.1 RESI Dc NT MGR.SUPT.QF COiNST.SUPT.OF CQiNST.AD Ml N.RESIDc.AT~NGR 1 KR lr4Ct'S rRY QRCU9i,I ilWi:~~cxza'~RR'gQ~RRRCV~~j.R VISfCHS j 0

~~~CSZ 1.3 Rev.3 Attachmrt 3.2 COih&f RUC f it'ii'/IYIiROid..l'=iRT~i INSPECTION R-F'ORT STGNK~~O'EBS i=R.Fi~GIibe.c.R}

iNG CORPORATI ON NINE MlLEO(4T N(JCI-"R~TATIP i9'UNIT Z N IAGARQ~hAVlg-0:V=3 CQf FORMATION u.0.Zo.121.87 IN.~Pc Tl+CD v'in~Tf Phl qcgl I)PP~QAT"-ACTION(CQMPLE i E c.lg~iAT LiP e OAT.

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~--Z.0.ho.3.23.S 7 CSZ 1.3 Rev.3 Attac'n e."." 3.3 Page 3.o=2 E-'IVIROHM PiAL IHS?cCTIOH LOG For The HING MILK POINT HUGE?OMFR STATION-UNIT;.2 Construction Si t Meek of/f.Site Orainzce Sist~and:-rcsfcn Control Oavices A)Sandbag Bar",iers 8)Hay Bales C)Ol i Bocms 0)Seed I ng E').Outfalis 9 Lake Inspector I I.Batch Plant A)Truck Mash Mater Pond 8)Aggregate Mash Mater Pond C)Oil Storage Containrert Berm 0)Vasto Ccncrete Area Inspector IF.I.Settlina Ponds A)Oi I Boors 8)Pond.Operation Inspector T t V I T I P'evision O" IO/3/77 e 5.I I~

", Z.0~No.12'87 BlVIROHHEHTAL INS?ACTION LOG (Cont'd)For The HIHE i'IIL POINT NUCLEAR?OMcR STATION-UNIT

=" Construction Site CSZ..3 3..Rev.3 At"achment 3.3~age'oz 2 Meek of M i M I T I F lV.Oll Storage Areas A)Kerosene Storage Area S)Lubricating 011 Storage Area inspec or V.Landf 1 1 1 A)Maste.Hat rial Properly Covered S)Orainage C)F111 Mithin Oesign Liaits inspector Vl..Scoil Ar as A)Fill Mithin Design Lim'its 8)S1opes Graded C)Seeding 0)Orainage E)Hay Bale Barriers Inspector Vll.Condenser C1eaning Inspector Vltt.Oust Cont."cl Inspec or iX.Otl.er lnspecto r Revisicn 0-10/y/77

-"iOI'IE 6 WEBGi':R ENGINEERING CORP.Bi780920001<

CONS RUCTION Sl E.::.lNSTRUC IONS Title SPILL PREVENTION CONTROL PLAN 0 H~~~AND COUNTERHEASUR~

~~~0~~~Yunoe" CSI 2.6 Revision Rev.2 Date August 2, 1978 Prepe".ed By T;S.Farre I I NINE MILE POINi NUCL=AR SiAiiON-UNli 2..APPROVED: CONCURRENCE.

~~I 0 I Sen or S'te Repzesen~~

n.'r Superinter ient oZ.=ie'd Quei.ity Contzo'~~~!4~~~~~l, 0;lll0.L2~S?..(Di'(TROi L ll-">:/~~~~%~~4 i~~'~~~~~~~~~~~~~~

0 J.0.Ho.12187 CSl 2.6 Rev.2 1.0 Purpose To establish a, method to sareguard against potential spil'ls resulting from hazardous liquid storaae at the Nine Mile Point-Unit 2 con-struction site.2.0 References 2.1 E nvironmental

.rotection Agency regulations on oil pollution 0 prevention, 40CFR112;38 FP.3416, December ll, 1973;Amended by 39 FR 31602, August 29, 1974.P 2.2 Hew York State Oepartment of Environmental Conservation,-

Mater Quality Accident Handbook, Chapter 200 and 300.3.0 Attachments 3.pill Prevention Control 6 Countermeasure Plan for the Hia ara 3.1 5 Mohawk P ower Corporation, Nine Mile Point-Unit 2 Construction

~~~~or>e iagara i te.4.0 General'4.2 t shall be the responsibility of the Site Environmental Commi t-tee to monitor the Spill Prevention Control~Countermeasure Plan and update as necessary.

A log o all spiils shall be maintained by the Site Environm ntal Engineer..4.3 Spills-Spills shall be classified into two categories:.

A.S ill pi s which reach the site drainage system and cannot be contained before reaching the lake or spills directly into the lak.8.Spills which are contained within the building excavation, on the ground, or in the settl ing ponds.4.4 Spills Reporting-Category A and 8 spills must be immediately report d to the Site Environmental Engineer.4.5 ln the event the*Site E'nvironmental Engineer cannot b t d o e contacte e engineer or Supervisor responsible f'r construction activities shall be responsible to implement all orocedures or hen a Category A spill occurs, it shall be the respon-sibility or the Engineer or Supervisor to noti y the agencies listed in section 3.5.5 of Attachment 3.1.5.0 Procedure See Attachment 3.l.Page 2 of 3

J.0.Ho.12187 CSI 2.6 Rev.2 6.0 Effective Date 6.1 This ins"ruction is effective upon receipt and shall remain in force unti I modified or cancelled.

6.2 Construction Site'Instruction CSI 2.6, Spill Prevention Control 5 Countermeasure Plan, Revision 1, has been voided by the is-suance of this instruction and must be removed from your manual'and destroyed.

Page 3 or 3

J.O.No.I 2187 CSI 2.6 Rev.2 Attachment 3.1 h SPILL PREVENTION CONTROL 8 COUNTERMEASURE

.LAN FOR NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2.CONSTRUCTION SITE 0

J.0.No.12187 CSI 2.6 Rev.2 Attachment 3.1 l.O Puroose Spill Prevention Control G Countermeasure (SPCC)Plan establishes procedures to safeguard against hazardous spills resulting from con-struction activities.

2.0 General 2.1 Spill History No spills have occurred at the Nine Nile Point Nuclear Staticn-Unit 2 construction sit.2.2 The Site Environmental Engineer wi 11 be notified berore any storage tank or container for oil, gasoline, kerosene, etc., is located on site.The Site Environmental Engineer will determine what precautions are required For tne storage tanks or containers.

2.3 The Site Environmental Engineer will inspect all storage tanks and containers to ensure that they are in compliance with this plan.2.4 The Site Environmental Engineer shall maintain a list of all tanks or storage areas with greater than 660 gallons capacity of.storage (Attachment A).2.5 Oil Sorbent Booms shaii be plac d in the site drainage ditches and settling ponds to contain accid ntai spills.Tnese booms shall be inspected weekly.The location of these booms are shown on Attachment A.These booms shall remain in place as long as weather permits during the year.3.0 Procedure 3.1 Construction Equipment 3.1.1 if they are not 3.2 Above Ground Storage Tanks As part.of normal maintenance, lines and fittings shall be checked to ensure that they are in proper working order.Repair or replacement shall be made in good condition.

3.2.1 3-2.2 Oikes shal 1 be provided around al 1 above ground storage tanks to prevent accidental discharges to the site drainage system or lake.All storage tanks mus be surrounded by a bermed area which has a storage volume greater than the volume of the material stored wi thin the berm.The berm shall have one foot of freeboard above the actual storage volume.Page 2 of 7 0

J.D.Ho.12187 CSI 2.6 Rev.2 Attachment 3.1 3.2-3 The ground surface within the bermed area shall be covered with a suitable material to allow only mini-mal infiltration of a spill into the ground.Storage tanks shall be placed in such a manner as to prevent rupture of the tanks by rough surfaces.3.2.4 The dikes shall be constructed of material suitable for containing oil without leaking.'.2-5 Drainage from the dike storag area shall be re" strained by va'ives or other positive means to prevent a spill or other ieakage of oil into the drainage system.Dike areas may be emptied by pumps or ejec-tors;however, these shal)be manually activated after the condition of the accumulation has been examined to assure oil will not be discharg d.3.2.6 Flapper type drain valves sha)1 not be used for drain-ing diked areas.Valves used for the drainage of the diked areas shall be of manually operated tight clo-sure type.Valves sha)I be left closed and, be.ore-opening, an inspec ion shall be made of all ponded water to assure that discharge of water is in corn>>pliance with app Iicab)e water quality standards.

Finally, the valve will be opened and then"resealed following drainage.3-2-7 Diked areas shall be inspected before any discharge operation has begun and log maintained.

The log sha)1 inc)ude the following information:

the date, the time, and the visual characteristics of the water when discharged.

3.2.8 Tank fill lines and pump supply lines shall have a shutoff valve locat d within the diked areas.3-2-9, t.eon of mater<a 3.3 Underground Storage Tanks Above ground tanks shall be inspect d monthly to en-sure the tanks'hel), seams, pipe, and valves are in proper working order and that there is no deteriora-ls.3.3-1 Tanks shall be constructed of suitable material for the storage of a particular fuel.Tanks shall be designed to withstand backfill and uplift forces.3.3.2 Tanks shail be provided with adequate bedding and covered to prevent damage after Insta))ation.Page 3 of 7

J.0.No.12187 CSI 2.6, Rev.2 Attachment 3.1 3.3.3 N w tanks shall be purchased from an Underwriter's Laboratory approved vendor.or have required testing to ensure the integrity of the tanks.3.3.4 Used tanks shall be hydrostatically tested to ensure the integrity of the tanks.3.3.5 Tanks shall be provided with coating or cathodic rotection to prevent corrosion.

p 3.4 Lubrication Oil 3.4.1 Storage area.or areas shall be designated for the storage of new or used oil.3.4.2 All requirements of 3.2 shall apply.3.5 Spills Reporting 3-5-1 t All'spills of hazardous materials shall immediately be reported to the Site Environmentai Engineer., 3.5-2 The report of the spill to the Site Environmental Engineer shall include: l a.Time and date oF spill b.Source of spill c." Location of spi li d.Potential health or fire hazard e.Type of materia 1 sp i 1 led Quantity of spill g.Initial action taken to contain spiil 3.5.3'he Site Environmentai Engineer shall be contacted to determine the methods to be used to contain and clean up the spill.The Site Environmental Engineer shall ir,.plement the corrective action by using available ccnstruction forces or by contacting a commercial waste collector (available firms list d in sections 3.6 and 3.7).Page 4 of 7

J.0.No.12187 CS I 2.6 Rev.2 Attachment 3.1 3.5.5 The Site Environmental Engineer shall notify inmediately the fol lowing agencies when a sp i 1 I reaches navigable , waters.l.'t.Cmdr.J.A.MacDonald United States Coast Guard 208 Federal Sui lding Oswego, N.Y.13126 Telephone:

(315)343-6581 2.The Duty Officer National Resoonse Center United States Coast Guard 400 7th Street, S.W.~'ashington, D.C.20590 Telephone:

(800)424-8802 3.'New York State Department or Environmental Conservation Water Quality Surveillance Albany, N.Y.Telephone:

.(518)457-7362 4.Niagara Mohawk Power Corporation ,a..Mr.J.M.Toennies (315)474" 1551 extension 1580 P'.Hr..J.L.Hl lke (315)474-1511 extens i on 1041 3.5.6'.Hr.S.H.Haybrook (315)342-4740 extension 263 A list of material and equipment available for the cleanup of hazardous spi I ls wi I I be issued by the 5'ite Environmental Ergineer.Lists will include he types and uses or equipment and material availabie fran the Warehouse stock (see Attacnment 8)...3-5-7 When action has been taken to contain and ciean up a spill, the Site Environmental Engineer shail orepare'report on'he spill.This report is to be filed with the Regional Administrator of the Environmental pl otectlon Agency within 60 days from the date of any spill into navigable waters.a.If a discharge oF 1,000 gallons or more of oil has entered navigable water in a single event.Page 5 of 7

J.0.No.12187 CSI 2.6 Rev.2 Attachment 3.1 b.I f two oi I sp i I ls have occurred wi thin any 12 month period.A copy of this report will also be filed with the New York State Department of Environmental Conservation.

information to be included in this report shall in-clude items listed in 3.5.2 above and a.action taken to contain the spill b.action taken to clean up the spill c.personnel notified d.personnel at the site of the spill 3.5.8 The Site Environmental Engineer wi 11 transmit this report to the Niagara t".ohawk Power Corporation Field Representative who will, in turn, forward this to the EPA and DEC.3-5.9 A final report will be prepared by the Site Environ-s mental Engineer which will include: a~The extent of contamination and evaluation of adverse effects that resulted from the sp i I l.b., Recommendations to prevenr.recurrenc of similar spills.c.items in 3.5.2 and 3.5.7 above.d.DEC and EPA recommendations and evaluation of the spill.3.5.10 The Site Environmental Committee wi I I, a their next meeting, re-evaluate precautionary measures impiemented for a spill and evaluate other possible sourc s of'spills of hazardous substances on site.3.6 Commercial Waste Col'lectors Stage Construction Products Handled Land spills only Phone (607)785-21+I (24 hr.)(607}785-2681 Haz" o-was te Petrochemicai soivents (315)682-2160 Disposal only Page 6 of 7

J.0.No.12187 CSI 2.6 Rev.2 Attachment 3.1 Northeast Oil Co.Products Handled Most liquids (call on case by case basis)Phone (315)422-2941 (315)422-1930 (315)469-7456 (24 hr.)Coastal Pollution Cleanup and disposal Control Services, Inc.Sea Land Restoration, Cleanup and disposal Inc.Fourth Coast Pollution Cleanup and disposal Controi 3.7 Commercial Emergency Assistanc (315)472-8111 (24 hr.)(518)465-8856 (24 hr.)(315)342-2183 (24 hr.)(315)686-5561 (24 hr.)(315)782-6500 (315)388-5909 (315)388-5571 (315)265-3100 (24 hr.)Chemtrek Nat.Agric.Chemicals Assn.American Assn.of Railroads Technical assistance in handling (800)424-9300 chemical emergencies (toil free)Ass i s tance in handl ing pes t i c i de (513)961<<4300 and Class B poison emergencies 4 Assistance in hazardous materials (202)293-4000 incidents involving trains Page 7 of 7

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J.O.uo.12187 Csi 2.6 Rev.2 Attachment B Haterials On 5'ite For The Containment And Cleanup Of Hazardous Spills 2)Oil Sorben-Rolls-(3l8" x 36" x 150')to be used in the cleaning up of a spill from the ground surface or water course.Oil Sorbent She ts-(3/8" x 18" x 18")to be used in the cleaning up o, a spill from the ground surface or water course.3)Oil Sorbent Booms-(8" 8 x 10')to be used in containing spilis.

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~oo~)~~o STONE 5 0/EBSTER ENGINEERING CORP.~~~o o~"CONS RUC ION SI E.:::.INSTRLICTIONS qAA~g~Q.00+~o~e o.Tits.e Sc.TTLlNG, POND OPciQT ION o\HUnber Csl 2.5~o o o~o oo o~~~~o o Revision Rev..2 Data~o October 3, 1977~o o~o~~%o o~~~oo 0\o~Prepa"e6 Sy T S.Farrel//Syan NINE MILE POINi NUCLEAR SiAiION-UNIi 2'e~APPROVED:~~~*//g~or SS.t 7ep"esentat" e CONCURRENCE..

~~~o o~>>o g~<<~~o SuperMter".en@.

of Field Qua~'ty Control'~oo~o~o~~~o~oo~~~0\tr o~e o o~a~oo~o o Ct,>0.Itic cOATIT'0'L gpj~j~~oto o o 0 o~o~~~~~0~oO o~o~~~~o~o o~o~~~~\~\~~~~~o~~so~~~~~o~o'o~~~o~o~~~~~~~~~~~~o~~~~os o~o

e 0 J.0.No.12187 CSI 2.5 Rev.2l.0 Pureeee To establish a procedure for the specific operaticn af the two NHP-2 Settling Ponds.2.0 References 2 I Erosion Canrroi Program for the Nine Mile Point Nuclear Starian-Unit 2.2.2 Construction Site Olscharge Permit SPOKS>~NY-0094463

-August I, 1977 3.0 Attachmen ts 3.1 Settling Pand Lacaticn Plan (skerch<12187-YFSK-23A-2) 3.2'ettling Pend'lalve.Locaticn Plan (Owg.~12187-YFSK-4K-5) 3.3 Settl ing Pend Operation Lag:4.0 Geeeret 4.1 The Site~evircnmental Ccmmittee will monitor the cperation or the settling pcnds ta insure that the discharge meets the re-quirements of the Discharge Permit.4.2 AI I cans chemi ca l ponds.tructicn~aste water (exclud1ng any acidic, caustic,, rinses, etc)shall be discharged inta the settling 5.0 Proc dure 5.1 Location 5.1.1 The settling pcnds,are located south of NMPNS-Unit I along the eas side ar the Unit I Acc ss Road, wi th access being frcm the gate cn the north side or Lake Road, as shcwn an Attaci~~nt 3.1..5.1.2 The settling pend influent and erfluent valves are located as sham cn attachment 3.2.5.2 Opera t i cn 5.2.1 The Site invircnmental

=ngineer or his designee will determine when it is nec ssary to open or close the Settling Pend valves.ine Site environmental engi-neer or his designee will noti fy the apprcpriate 5'dcC supervisor, to make the nec ssary change to valv positions.

The Site Envircnmental

-"ngineer or his Page 2 of 3 e

J.0.Ho.12187 CSI 2.5 Rev.2 designee will verify that the change to valve pcsi-tions has been made.A Iog (At.3.3)wi 1 1 be main-tained by the Site Environmental Engineer or his designee, noting al 1 changes to valve pos i tions along with the time and water elevations in both pcnds.5.2.2 No pumpline valve shall be in the open position when the discharge valve to hat specific pend is in the open position.5-2-3 5.2.0 Under normal operations, a minimum of eight hours detention time shall be provided before discharge of a settling pend.Effluent'samples frcm the pond shall be taken monthly and analyzed for total suspended solids by the Site Environmental Engineer.5-2-5 5.2.6 If any deletericus material or substanc,ccntaminates the discharge wat r he Site Environmental Engineer'shall be notified immediately.

If the wat r in the settling ponds beccmes ccntaminared, it shall be cleaned up before di scharge.On weekends or other ncn-working shifts, arrangements for pend operation shall be made by the Site Knviran-mental Engineer through the cognizant craft supervision.

5-2-7 The'Settling Pend Monthly Operation Lcg Sheets shall be-forwarded to the Site Envircnmental Engineer at the end of the mcnth.6.0'ffective Gate This instructicn is effective un ti 1 modi r i ed or cancel 1 ed.issuance of this revision and destroyed.

Update your Table upon receipt and will remain in fore Revision I has been voided by the must be removed frcm your manual and or Contents accordingly.

Page 3 of 3

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~JJJOg W]~1~I~J~t Fkf V.2S?FO~~IIIIAIIIACif Cht CIIAkllfL~IJpiwr}a PsaJJJr-COIICACIE PIICWAY i I J PV'r.Llf r c J~JJ/L~J~HAJJ COIIC IIE IF-SPIILWAV, r,-t~,~'iga )CI e LC-a PLANT.NOltTI I llEV.RF X-Ek ac>o r ryder~~~H II~lEIL I'll'E SCALL:I.~O ILFy Zri lJ s I I I I I'I il h-lifer WXA CPS Q A<I-I%}I lQ~'VI fV I i 1 I I '*5 '9 Q~ytVcsc s.s Bev.2 heladimen4 S.Q SETTLING POND OPERIDITION LOG MOI'Il H OF NORTH POND'OUl H POND I DATE DISCHAr CC LINE iJALVE PUMPLI NE VA LVE CLOSED OP@~En CI.OSED OPEiiJEO PUMPLI gE VaLVE 0I SCHEERl.F L1NE VALVE OPEIIED CLOSED OPEIIED CLOSED REWAAKS

J.O.No.121?7~ST%if COiiiROL PROGRCf 70R NB%iii'OLVZ WCT:-H, STATION-UiiiiGQU.~OEANX PO4~CORPO'cCAT ON Stone 6 Webster="pince~~Corporation Boston,~imsachusetts RECEIVED l.0.HO.12187 F/3 3 076 STONE 4 WEiSTER BQ.COIL., p CQH)RGL LEVEL.M

TABLE OF CONTZVZS INTRODUCTXOH ~Pa e SECTXOH 1-TKPORARX GRADING A%)DRAYAGE 2'bjective Site Preparation Operatian SZCTXOH 2-~ORARY RVEGZLKTXVil Obj ectives Site Preparation Surface Preparation far SeecLing SECTXOH 3-WcCAVATXOH DEBAT~?G Objective Backgrcmxd Site Preparaticn Opera&on 8 APPAR)ZZ A-CURKOL AE APPENDIX B-P~~Y COAGULAHT

IHTRODUCT ON Located in Scriba, New York, adjacent to Unit 1, the Nine Mile Point Nuclear Station-Unit 2 is presently in the cons~ction stage.The site has been cleared and grubbed.Conseaxction personnel have begun the excavation work.Zn an ez ort to cont=ol any pollution which nay result from the continued construction activities, the program described herein for cont ol oz erosion during the construction act"vities was developed. The purpose and intent of this ezosion control plan is to define the areas where erosion problem txay occur and to pzovide the appropziate processes, proceduz'es, axxd methods to control the e asian problem.The erosion control program is divided ixxto three sections: 1.The temporary grading and drainage of the construction area to control erosion.2 The tempora~revegetat"on to stabiM~=e the soi2.of areas disturbed by cons~ction activities. 3 The removal oi suspe ded material from the watez'emoved from the excavation.

'SZCZICM 1 TBfPORARY CRADI.fG AND DRALtAGZ Ob ective The objective of this section is to grade the cons~ction area in such a manner as to.reduce the amount of overland erosion while effectively providing for the control of rainfall runoff duzing the construction activities. Site Preparation a Drainage ditches wi11 be cons~cted as she~on Pigure 1, Sediment and Zrosion Cont"ol Plan, to provide for the removal of rainfaL1 runoff from the constzuction a"ea.b The ccnst~ction area will be graded with slopes away from the excavated area and towa d the drainage ditches as sho~on the Sediment.and Zzosion Ccntzol Plan.~Aheze possible, the graded azeas shall have a slope of less than two pezcent to reduce ezosicn losses.Zoz areas where slopes are g=eate than two percent, erosion cont=ol s~~ctures shall oe prcvid d.(See Section 3., Site Prepa-ation, Part c.)c Erosion will be contzolled onsite., Straw or hay bales, sand bags, interception/diversion cU'dies and ditches will be con-structed cnsite to protect all areas disturbed by construct on

activities. =These s~ctures+f11 be~~stalled concur=ently with the associated construction activity.Special attention~be given to spoil areas where severe erosion can occur.The.spoil areas wi11 be encircled by baled hay or strau barriers to check the transoortation of sediment away from t!ie spoil area.Dzavtngs iMustza~g typical app3~cations of stra~or hay bales, sand bags, interc ption/diversion ~>es and ditches-.are provided as Zigu=m 2 through 5.d.The tempozazy stabilization of all graded and exposed soils by zevegetation to reduce damage f om phd and rate erosion wQ1 be performed.(See Section 2).Upon completion of the vora'esc=ibed in Section 1, Site P-eparat" on, the fo33mrLng operation procedures ~be performed to provide a continuous control of erosion d~the construction period.a.A11 erosion control s~ctures (see Section 1, Site Pzeparation, Part c)F11 be inspected periodic to ensure the proper'peration of the cont-ol st~~me.b.41I erosion con ol s~ctures (see Section 1, Site Preparation, Part c)vt11 be inspected periodically to determine+bethe maintenance should be per or=ed on any of the erosion control structures.

Maintenance will'be performed to assu=e prooer operation of the erosion cont=ol st~ctnres during rain"al3.activig..Q1 debris will be removed from drainage ditches and from the other control devices.Sediment shall be removed when necessary and disposed of onsite in areas where the sediment can be stabs?ized and kept from re-ente~g the dr~~age ditches.Hap'r straw bales will be replaced when rotten or~~integrating.

SECTION 2 TEMPORARY RFJEGcL~TION Ob ectives The objectives of this sect"on are to temporarily stabi3~ze the soil and reduce damage from wind and water erosion during const~ction until permanent stabiM~zation is accomplished. The soil stabilization procedures will apply on all graded and e~osed soils.Site Preparation h 11 areas for temporary vegetative cover wU.be graded as described M Section 1, Site?reparat'on, Part b.Surface P".eoaration for Seedi o a.Lime and fertilizer &11 be applied in accordance with the results of soil nu~e t analysis recommendat"ons from the soil testing results.Application ~be as follows: Fertilizer (L5-25-15) 300 to 400 lb/acre 4 tons/ac"e

b.Pertili=er,~~e, seed, and mulch&II be applied in one applicatian by use of a hydroseeder (for a complete description of the type of seed and mulch, refer to the seeding and nulching parts of Section 2).~Seedfm~ty seed with goad gemination, less weed, and certified by the lacal or state governing authority will be used.The g ass mixture (Forage Conservation P~~Ho.2)for the temporary vegetative cave consist of the following: Creeping Red Fescue Kentucky'1ueg ass Annual'ye Perennial Rye Red Top Whf.te Clover 35 percent 20 percent 19-percent 15 percent 6 percent 5 percent Seeds will be appLLed unffoznly with a hydraseeder at a rate oi 50 lb per ac e (See Section 2, Surface P eparation far Seeding, Part b.)~tfu1cbia a.Mulch will be distributed an alt seeded areas by~ans of a hydroseeder.(See Section 2, Surface Preparat"an for Seeding, Part b.)

b, Mulching material wiLL include hay or straw.Application of the mulch will be L.5 to 2.5 tons/acre (90 to 120 bales)oz 75 to 100 lb/1,000 sq f (2 to 3 bales}.This material will be air dried and free from coarse materials. E c.MuLch anchozmg wiLL be applied by use of chemical mulch binder (CUBASOL AZ).,Thirty gal of CURASQL AE per 1,000 gal of water will be pzepared and applied with a hydzoseeder at the rate of 0.5 gal/sq yd.Technical Reformation on CUB.VOL AE is prod.ded in.~pencLLc L.

SECTION 3 EXCAVATION DF/ATER&G~Ob eccLve The oh)ective of this section~m to provide for the removal of any suspended materials that may be in the'ater removed from the ezcavatioa, while providing for the continuous dewatering of the ezcavation. Back@round The amount of water in the ezcavaMon can be at ibuted to three sources: rainfall,~~filtration, and drilling dust control.Rock dust from the rock ezcavat"on activities comb&'es wiD the water to form a liquid high in suspended solids.Earlier methods to effectively remove the suspended material failed, and subsequent tests have provided a versatile and practical method of t eatment.Site Preparation a Ail areas adjacent to the ezcavation area wi~~be graded as described in Section l, Site Preparation, Part b.

b.A sump area will be provided in the excavation to collect the water for removal.c.4 dual earthen basin system will be constructed in the spoil area south of the excavation (see Pigure 1)~~equation a.~Setzlfa 1 Water pumped from the sump area wiH.be coLlected in one of two earthen basins on a rotational basis.2 ks the second bas~~is being filled, the suspended mater" al in the first basin wiM~be allowed to settle.3 Total suspended solids in the basin supernatant wi~~be monitored. 4.When the water in the basin clears to a level of less:than 50 ppm of suspended solids, the water will be dis-charged to the ditch south of Unit 1.Special attent on will be made to ensure that the settled mateM~not be resuspended. N 5.The use of a dua3.system allcws one basin to be fi~g wM.le the alternate is setting.6 If the settling process does not reduce the amount of suspended materia3.to a level'ess t!mn 50 ppm, then, an alternative method of treatment utili"ing the st ear&en basin system we%, be used.(See Section 3, Operation, Part b.)b.Chemical Addition and Sett~~~ks an alternative trea~t method, if the settling method does not reduce the suspended solids concentration, a coagulant to enhance settling of suspe"ded solIds~~be added in the amount of approximately 5 ppm to the vater~~the earthen basin (dependent on the amount of suspended material). A te mixing, the suspended material~be a11awed to settle.Aside from the'ddition of the primary coaguiant, the method of operation~<33.be the same as that described in Section 3,.Operatian, Part a.The characteristics of the primary coagu3ant are described in Appendix 3.

~SSALE BALES TO BlJTT TOGETHER ,~o g'+P,~W l ga (f FLOW TOE OF SLOPE PLAN TWO"ZX 7 X SIESTA)(ES EACH BALE P.L AN OVERLAP EDGE.S I\'~a~I~O~EMBAN~MEN SLOPE, i/v l EXlSTING GROUNO TYPE.A ,.'.TYPE 8 EMBANKMENT SLOPE To be used in loca tion s where The existir,g ground slopes in cward the toe of the ernb nkment.To be used wher.existing ground slopes away from;h e toe of the embankment. NOTE~.SEGNO BAGS CAN EE USEO l N THE SAME MANNER.F I GUR 2 2 BALED HAY.OR STRAht EROSION CHECKS

FLOM/0~P 0 r~p yri~4 f,g'g"i~-'~.p g e'c v 8ALES STAlllKD DOWN TOP Vi EW PROVIDE SAND AND"=RAVEL FILTER QUTI KT AT LCI.VKR AREA ALONG.WITH BALKS~l I~'rio i'I I~~~~V~e-~~c'XISTING GROUND FRONT VlE.'vY NOTK o FOR A hIQRK li4lI=KRVICUS A P R I c R~SAND BAGS MAY:-K USKD INST"AD OF BALES FIGURE 3 BALED HAY OR S TR A>V BARRIER WiTH SAND AND GRAVEL SPILLVNY

OIVE RSIO~DIKE.FL='=X I B L E, SCCPF DRn!N V/ATER FLOW.CC GRAVE.L FNFRGY DISSI PATOR INTE.RCEPTO R DIKE, NOTE~SANG BAGS CAN l"E USED TO CONS;RUC T THE.DIKE 5 F I GUR E EM BA NKME.N T PROTE.C TIOiN

"~~cg j(l iy tvo to~hours after application. EL'G)LWG L~T.%TALONS freeing point of CURASOL AZ~m 23 Z.This binder can oe applied at~eratuzes above 34 P.Treated su=aces should be traffic f=ee, except vhen very high concent=aticns of mterial a e used.Me binder hazy be sprayed on vet or dry soil.The materiaL can be stored for at Iaast sM months but should not be stored in extreme heat, sunlight, or aaafreezing conditions. ~~~iu7ACTURZR ~Mean Hoechst Corporation l041 Route 202-206 North I 3~Mgevater, New Jersey 08876

'I ClAPPWi'DLX B

PRQGKY COAGULA tT INTRODUCTION Most colloidal particles~natuzal vater, such as those at the H'ne Mile site carry a net negative electrical charge.3ecause the particles all ca~the same charge, they repel each other and vtZ3.not coalesce to form particles sufficiently lax'ge to settle.'he, particles can be made to settle through the mechanism of coagulation (the neutx'alixat'on of particle charges).Neutralization of pazticle charges can be accom-plished by the add tion of a cationic polyelectzolyte. Gentle stizz~mg of the vater vill then cause collisions of the particles vhich viQ gzov into sufficient sire to settle zapidly in a sed~~entation basin,.VARIOUS COAGULAViS 1 Cat-Ploc T (Caldron Corporation Product Cat-Ploc T is a liquid cationic polyelectzolyte used as a pr~~ry coagulant in vater clar~&ication operation It is accepted by the Envix'onmental Protection Agency (~A)fox tzeating drinking uter supplies at concentrations of up to 5 ppm.

B-2 TYPICAL PROPRE:.S Physical Form-Clear to pale yellow liquid SolubQizy-Soluble in wats~w all proportions Bulk Density-8.6 1b/gal pH (as supplied)-3.5 i 0.2 Pre~Point-27 F Undiluted'Cat-Floe T~w moderately cor osive to iron and copper.Chemical feed systems should be constructed of st~~less steel or plastic.Cat Floe T can be supp'.ed in nonretu~ble steel drums (450 A~/net)~The optimal application dosage for the dewatering effluent is approximately 5 ppm.2.Cat-Floe (Caldron Coroorat"on Pr'aduct)Catrfloc is a viscous liquid cationic polyelect olyte.Zt a~-accepted by the~X foz use~m the treatment oz~~~g water supplies at concent ations oz up to 5 ppm.

B-3 TT ICAL PROPKRTI 8 Physical Form-Mater white to pale yellow viscous liquid Solubility -Soluble ia water ia all proportions Bulk Density-8.6 lb/gal pH (as supplied)-4.2 0.5 Freezing.Point -27 7 Undated Cat-Floe is mode"ately corrosive to iron and copper.It is available in 55 gal d~s (450 lb/net).The optimal applica-tioa dosage for the dewatezing eiilueat is approximately 5 ppm.3 Puzifloc C31 (Dow Che ical Product)PazQI.oc C31 is a highly viscous liquid cationic polyelectzolyte (polyalkyleae polyamine). It has been approved by EPA, for use in potable water treatment at concentratioas of up to 5 ppm.

BW TYP1CAL PROPERTIES Physical Form-.Dark amber viscous liauid Solubi3'ty -A13.proportions in vater pH (20 percent solution, 20 C)-8.9 Bu33c Density-9.5 lb/gal Pour Point-26 Z'o3utions of Puxifloc C31 floculant are relatively noncorrosive to common materials of construction, Wth the exceptions of al~~and z~~c.However, black iron or carbon steel tanks vith rubber coatings are recommended for concent=ated solutions. Me op~~application dosage for the devater~mg effluent is appro~tely 3 to 4 ppm~4-XPS-4145L aw Chemical P oduct XPS-4145L is a U.quid cationic polyelectrolyte. Tt has been approved by'he a~A for use in potable vater trea~t at concent=ations or up to 5 ppm.

TYPICAL PROPS'Z:"S Physical Pozm-Cleaz ambez liquid Solubility -All proportions in water pH-(20 percent solution, 20 C)-7.1 Bu?k Density-9 lb/gal XPS-4145L flocc&ant is essentially noncor osive to most corn"on materials of construct" on, with the exceptions of aluminum and zinc.'owever, black iron or carbon steel tanks with zubber coatings=aze recommended foz concent ated solut"ons. The optimal application dosage for the dewateHmg effluent is appro~tely 4 ppm. i PERMIT.: Ihe'Environmental Conservation Law, Article 27, Title 7, Part 360 3.572'xpIRATION OArE October 31, 1981 Q CON 5 TRU CTI ON Q OPERATION+INITIAL ISSUE+x RENESAL Q REISSUANCE Y38S14 Q MODIFICATION xnr ISSUEO rO AOORESS OF PERMITTEE TELEPMONE NO, ara'rohavtc Power Cortsoration 300 Erie Boulevard West, Syracuse, i!Y (315)474-L5LL TION OF PROIECT Town Scriba County Oswego Environmental Conservation Reponat Office 7481 Henry Clay Boulevard, Liverpool, oEscRIPTIQN QF PRolEci ON SITE SUPERVISOR Construction related waste disposal-Nine defile Pt.Unit 2 Hr~T.S.ZazreLL EIX GENERAL CONDITIONS Ix II a The permittee shall file in the office of the Environmental Conser-vation Region specified above.a nalice on intenlion to commence work at least ag hours in advance ot the time of commencement and shall also notify said office promptly in writing af the comptetion of the work.2 Thc permitted work shall be subject to inspection by an authorized representative ol the Oepartment of Environmental Conservation wha may order the work suspended it thc public interest sa requires.3 As a conditian of Ihe issuance of this permit, the applicant has ic-ccpted expressly, by the execution at the application, the lull legal responsibility for all damages, direct or indirect, of whatever nature, and by whomever suffered, arising out af the project described herein.and has agreed to indemnify and save harmless thc State from suits, actfons, damages and costs of every name and description resulting from thc safd project.4.All work carried out under this permit shall conform to the approved plans and specifications. Any amendments must bc approved by the Oepartmcnl af Environmental Canservatian priar ta t.eir implemen-tation~S.The permittee is responsible tor obtaining any other permits, ap-provals, easen:ents and rightswf~ay which may be required for this project.6.By acceptance of this permit, the permittee agrees that the permit is contingent,upon strict compliance with Part 360 and the special conditions. Any variances granted by the Oepartment of Environmental Conservation to Part 360 must be in writing and attached hereto.SPEC I A L CO N D I TI ON S I , No liquid wastes, sludges or hazardous wastes nor vastes not generated by the'bine Mile Point Unit 2 construction activities will be accepted.Closure of the landfill vill follow Department guidelines including establishment of a cover crop and final slopes not greater than 1 on 3.3 , Ho expansion of the waste conc ete area will be undertaken without prior approval by the Department. A minimum of 100 feet vill be maintained between the southern extent of the landfill, and the existing drainage way.An annual report vill continue to be submitted by the permi.ttee. The report vill include, as a minimum, the voLume'f refuse landfilled, estimated volume of landfill re~aining, and sufficient information to demon'strate that: the landfilL is operating in conformance m.th approved plans and specif'cations. ATE/31/78 ISSUING OFFICER SIGN R'6 Patrictc H.Snlyee, Sanitary Engineer PER ivllTTEE COPY

p3 j'l~v Hr 8 YORK STA~i D""~%RZ'ZiT OP RiVIHPZ~~FLLIs COllSHrVAGCH APPHOVAI TO CO.'fSTHUCT A SOLL)WAS~'MQG KiPa.ACXy TY he Ower,'H.aura:lohavfc Pover Corooz ion, of a solid vaste mns~erent acility,<ovn as Cora-tuc ion wads'll-Nine Ple P'.boucle" Stat'on LKb 2 and lccaten i".he.om cr Sc"i"" ir.Gs'ecn Cccnty<is greaten a"rc<<al tc cans"rect the ab<r<e-<n<nen scl C'vas"e enate en acii'ty<n accordance vith plans and spec='ca'ons enclosed wth the appl'c*tion for ap"roval dated.Y~y 28, 1976 a" provided for in Title 5 of Article 27 of"e Wviror~ental Conse Iation Zar~(Chapter 399 of the Zavs of L973).~'s approvaL does not re" eve the applicant of the responsibility of complying vith any applicable Federal, State cr rxrd.cipal ordinances,~g'~<<tions and, Lavs~Ms approval is not t~m e rable mi is subject to the follows.ng conditions-'.. The cons ruc.ion and operation of his fac~~.g sf~can ore to the plans and.specifications approved.th's day.2.The vastes o be~~~ed at this d's"osal area are o be restricted to construction naterials such as vood., concrete bio&, mrious metals plastics, c dbc" M, pape and constructicn vora's lunch vastes.he lunch vastes ere to be the cnly te~"'ontain'n-any garbage.3<<,~~Luncheon type"as es are-o be segregated ca other vastes and vhen placed'n the~~"Mi>>, h y are to be compacted and.covered, on a.daily basis vith a-'-'~~of s.x i""hes of ccnpac ed.soil.A vater monitoring program vh.ch is the sole responsibi'ity of the orner~y be reouired by.he Depart=ent. The nonitorine progr~shou'd it be reauired, my'nclude insta>>aticn of aroundvater ~nitoring veils arA periodic sa~pliag of veils arA sumace water in the area.5.--"inished side slopes on the site shaLL not be steeper than 1 (vertical) on 3 (hori ontal).6 The final ccntonrs of the site s~not excel hose shovn on the-approved pla>>s~7.Cover material s}~>>be applied to comply vith the foLLcwing as a ad.nizam: 6 inch thickness-sa=day as lunch<<mates are deposited at landfill and at 24 inch thickness firn cover.The top six inc's of the fiZAL'over (Mn'~2')on the final-"f" conpleti"- the stte shal'e tocsoiL.9 A grass cover crop s."~t~be es ablished on ae~~osad cove>>vithin one year afte" p'aceae"t of he='aL cove

10.Care sha3,1 be taken during the construction and operat'on of the sanitary landfill o prec3.ude pon""ng on adjacent landowners'roperty. Amer~en s to the plans and spec'fications must be apprcved.by the New Xorh State Deoartnent oC Znvi=onnen ai Centare.tion trier to thai imp3.mentation. 13 During the li=e of the 1"ndfi3'n a"equal report wibe submitted to the New Yor4;State Depart=ent of=xviro.Žental Ccnserva ion.The.epor'ill include, es a min'-"ur., the volu=e of refuse land V'ed, esti=ted vol~of land"ill rma'nin~, and su" icient infor~ticn to dmonstrate that the landfill is operat~in confor" nce w'th he pp oved.p3'm and spec&~icat ons.In the event t""t it becomes necessary for, any liauid to be discha~ed directly or i""'irectly f u"e s.".o su='ac end/or"rouncwaters prior approve of the New York State Oep~-ant of environ"m~, Consemtion sh 13.be ecu'red.14.The above cond'ions sh~" be subject to chan"e in the event hat they become inconsis ent with'utu e=cdifications of thŽMes and r"~cons of the New York.State Depa&=~nt of"nvironŽental Conse=m,ticn. Date LEZ'ry G Oss p PeZe Senior Sanitary"""pincer Solid Waste Maa~e ent

0 PU,~YORK STAm DEP,g)(~~NT APPROVAT TO,'-F ENVrgo¹~'r-"AL CONSERVATIO~ CON STRUCT A SOLED MASTS Mi'4sGElKai FACILITY c.wer, Niagara Mohawk?ower Cor o T.astc Concrete L ndfill-Nine li 1 P'orporation of a solid waste a m nager,:ent facilitv kno~m as ne x.e Point Unit 2 Nuclear Stat'a in Oswego County~is grant a ion and located in the To:.a A'.c ment acxlity in'ccordance with 1 rantc approval to construct th i p ans and s ecificati e above named solid waste me-..al dated November 4 1 r ation Law (Chapter 399 of h as provided for in Title 5 of ic ion li f h"'b'1 o t e laws of 1973>.T g'y pp i x,ty of compl in with a (The final contours of the'site snail e'sz e sna not exceed those shown on the a e approved plans.This approval is not transferrable and is erra e and is subject to the following conditions 1 J.ine construction and cperat'J y 1 conform to.the plans nd speci'ion of this facilit shal The waste to be landfilled at th e at t is disposal area is to be restr'd" xc e to wasre concreto Finished side slopes.on the site shall.n e site shall not be steeper than 1 (vertical) on 3 hor zo~" 4.n~5;Final cover material thickness shall be 6..-'he top six inches of final cover shall A grass cover crop shall be established placement of the final cover.24 inches"hick.be topsoil.on all e..posed cover within one year after 8'mendments to the 1 p ans and specifications must be a rov D'C amp ementat cn.n a onservation prior to'their 1.9;'The above conditions sha11 be s b'su ject to change in the event Mth future modifications of th 1 vent anat they become inconsis.o t e ru es and regulations of t f Environmental Conservation. he New York State Departmer.. e ~.5<<~OP aah NEW YORK STAT=>)KPART!AENT OF K.'(VIRO?I!K(Et(TA(. COO(SKRVATOON INOIR~CT SOURC(=A.~NEw 5CuRCK APPLlCAI ION FOR PERMIT TO CCNSI RUCT 5 QMCCIFICATION Cf SVRCK OwtiKR 4~CEQBXG, YR+i.e.dk-Cr(GX'D-PO RMC"L I'Q NutcSKR AVO 5TRKKT AC<<RESS I 5 00 F'e K.vd.'?lese 9 teAMK Cf AUTHORIZKO ACKNf (ATTACH LETTER Cf AV&RIZATIONI II"VMSKR ANO STREE~ACQRESS IO TKLMCOIONK Comolcte chas toTTh ah ttlohcote)55'I tornopc ct ooorooraotc tle54 Eeore~sento55oc.(scc foPna AIR 5ll A557 cctson shon<<Cole moNho 4557 tolsc stotemenr OK tots~Eenott 55 cohhectchs <<TITT lha\othtlacotaoh shoo oe liootc tot ocnottlcs os soc.Scfibclt 47 lov*CLTY<<Tcwtl VILLAIIK S~c'De 5 A 13202 IZ.CITY~TOWN VILLACK 11 STATE NPi lo.SIP SL OYO'HER CLASSlhiCATION 5 iaCIC RMKROPL CQIORLITT S.Q Ill<<V5TRIAI QPFKQUAI KX.S:CVATURK-f CWVKRS REPRESK:I ATLVE CR ACKNT C T.NAICK b TITLE Qf CWIKM PK?RKSKtITATIlE 5 TT.'KPI CNK (EVP QYE-of I'IRMI$74 1 cI1 o:Z.i~i.Toe s'es, 2:v.r=."~.~1=80/jj~'I-C f(7<m~CSP,T L a"uAMECI'RC ORARCHITKCT iSNYS?K.CR IT.TKL-KPHCNE PRKPARINQ PLAtI5 ARCH.Lic.NQ.F.Q hcihuicirAL I QRKSICKNIIAL Z5.QATK APPLIC 7:CN C AIPLKTKQ 12/16/76 KS.KXPEC.KO ATK Cf CPERATICN 1976-1982 S.FACILITY tIAAIE (KF Clf RK.'I~RC'l WNERIFRIII I Hire i>i~e Pci." Un'" 2 C=-s~c-'c.".Si"'KOLFA~TY I c'<<aidtl<<IVNSKR AIVO STRF T AQORESSL P.O.Ecx 32 Kl.CITY fQWN VILLACc.Ly~Ž, 13093 Cme(;o 1TYI E OF FACILITY<<R UQCIfiCAT(C'I (CHECK CNLY CIIK)I.Q PJLRKIIIQ FACILITY ILQI AIRPCRT 1 Q RECPKATICNAL FACILITY 4,Q SISCPnluQ'CK;ITKR SQQRIVK IN THEATKil 5 Q HIQHwAY Z Q OTHER (QKSCRISE,: 4 LNO AREA QF INCIRKCT SCVRCK I 1:.Pcaca'CTCIPIOCR ,5lacE 5 CIIILclaol5l G TcuaIIK PE T XIMVLI OAX Y IIICVC'KQ AU~!MCSILK TRIPS CIJRINQ NEXT~Kll YEARS 1800 KxITiitic PARKINQ sPocKs AT FAC'LITY 0 PCRRIMC aaaCK5 55 OK 5"OKO CT RIIOJ'lBGG OESCPllSK?ARK'dIQ FACTO ITiES O SK Vf:LI KQ SUf IIOT CPIOCKR CWNERSHI?'R CCNfRCI Cf OWIOER'RIK? LY INQICA K iniNSKR AIIO Si K F CIBECT'IR QNT thINATICN SCVRC 5 TQ BK INC'OKO Vs)IIOJKCT: LucLVOK A OETAILKQ ANAI.YSIS Of;M?AC.QF u5K F CACILITY Cil AIR CI Li~Y IN ACC RCAIICK Wlf'H CUICEL.NES. (~i~ee-q CKP 54.RAwiNQ uuMsERs f)'ttS Svstllf KQ I (Keg Luo 1)1 87 Y c 2'A(in+,ainm io.4 (,ro she(=1 r'=~+~'.q.15')1Ž,,-CŽ1(11 ri~~~~Sin 1 71%7 5Ž.L~pf~m1 1 QOR AGKIVCY USE CKul Y L CC'ON CCQE fACIL:IY IQYIC.'v T LI (Kl I"5'T M (Nl SIC uutcSER/7bJ 3/!'7!S!u'!c;o!!.l.5!7!('t 1!tt.9 I.t/f I ISQ.Q CE!IIEQ OSI.QATK q/8 T 0 C c".N S 7 R IJ (-.T 95.RiCII'uRE'KVIKWEQ SY I!lZ~~~~N~'~r)fAILTUHE.O CS.'Vt rEK1745f 5 ,APPRCVKQ C NSTRVC.FCR CIRKCT AIR C ill'A:AUIATICN SCvRC S ItKC'Q I PKIC fC.?4ICR TQ CONST uC.ION SHAL'OIO TICIS PERMIT.O'LO IT(C:I S I AIR:CO X (ti/'f J/

IBID I RECT SOURC-APPLlCATXOV OR P:"RNZT TO CONSTRUCT'33 Impact of Use of."ac'1'y on Air Quality flic B t oil.ho Nine Nile Point Un'2 construction site is located on the southeas shore of Laze Ontario in a rural sector of Oswego Cot wty, iHew York, about 40@iles north-nor hwest of the City of 5@=ac se.The nea=est pcoulat'on cen e is the C'y of Oswego, rdxi~ately seven Miles southwest o he siŽe i..e a'ajor travel routes to and fron the site are shown on Attach-~nt 1.Attachrent 2 shows the estinated tra ic lows'(numbers ia parenthesis) Curing the Peak.construction year at the oeginnin a=a end o" the Bay shi".5-~Roadways T..e Nine Nile Poin" roacways are shown on Attachment 2, and the Cars ruc"ion Sita Roacways are disalayec on,Attachn:ent 3~The heginning anc end o wor!c shifŽs for the byline H'le Po'n Un'1 aci3.i y and=or the J.A..=itzpatric'c Powe Plant do not co'n'ce ,, w-'th the Nine Nile Point Un'" 2 cons" ruction si" e sn'" changes;"..ere===e, traffic'ows indicated are=estimates fo the Unit 2 c=..struction site or.~v.His o..c ohse vations at t..e site i..c'a" e'.".at the cons.-uc'on traffic='cws have been aPProxi.-..ately 50 cere nt to he east anc 50 Percent to the west.mmsk woipl 4 op Q r Qg y c+ecuq~~e nu-...~er of worse s scheculed o"he iVine H'le Point Unit 2 c--..st=uct'on site's evPectec to inc=ease=ron 600 in 19'76 to a o" 2200'197~, and suhsecue"'cec ease"o 50 workers 982 when construction will terminate. During const uction, is estimate+that no r.ore than 1800 workers wi'1 he on s'e g any one s hl A-=a=='c s ucy was conducted at the Un'2.construct'on site 15 I'5~a a anal vsis has estao1 ishe>hat there a e aggro~'!Late lv ride s/car a" the site.Using the schedu'*e;.an"ower est'.-..ates ot=inec aoove, the"ollow'g taolo has ceen ceveloPec.

NUNCLE'R 0" CARS DP v SAT 1975 1977 1978 1979 1980 1981 1982 400 900 1, 100 1, 200 1, 100 700 400 Attachment 3 shows the location and s'e of the fou construction oarking lots.The four lo-s will be completely ut'iz d dur'g the pea'<years of, cons ruct'on.Durirg non-peak years, parts of the lots will be utilized as storage a"'eas.The size of the parking lots" was based on 1,,200 cars maximum during"..day shif" as.6 600 spac s or shif" charge a kin The four const uction par'xing lots w'll"rovice ayp oximately 1,800 spaces for parking.'ll oaved.lots w'l have oa'nted parking spac s and the unoaved lots w'l oe r...arked as reŽu'ed to acat parking~~T af ic Cont ol The maior s'e"caPs nave centerl're .-.ar?<ings ard stoo signs where requ're"o control tra==ic.As corst"uct'on "'ra"=ic flow in-creases, various-...et..ocs of channel'-at'on will be used to oot'm'ze traffic"low (e.g.flagmen).Based on experience du'ng t'.".e con-struction o=the.'Vre.'hie point Unit 1 ard the~ames A.:itzpatric'(Plants, t;.e wor!<ers themselves aic tra='c flew in an e" ort<<o exi" the si" as quickly as ocss'le.Zn addition, a bus se v'ce plan from Qswego nas be n a ranged w'h C=-'8 RO T"ansit,"rc.he bus se"vice w'1 become ava'lable star'ng Decembe" 5, 1975, ard wi rec."ce the amcunt of tra=fic to and frcm the site.Site Feteo o~ocr he orevang winds range fror;.west to south to southeast at the Mine<4'le pc'nt site.The annual w'nd"rose" shcwin~perce-.."-ages oi wines'om each d'cticr.at the s'te is shown ir.At" achmen" 4~The site's near the.-..ean oa,th c=many cyclonic w nd syst...s wh'h cross cnorth Am='a a-a.rate of app=oxi.-..ately 10"er mor.h.~i~<<<<i T..ere o", s'stan"'a tro cs.".o=c-.,'x'ng ccc's cu" ng most o-the yea.Stagnant conc-'iors cc ur in=requently.

Receotczs The near s dwe13.ing in proximity to the project is located or.Lakeview Road about ar'e m'e southwest of the site.(See Attach-ment 2).'ignif'ca..t conc ntrat'ons o=worke s acjacen" ta the parking lot faci3.ities are not expected during sh't cnanges.The orimary on-site receptors wil3.be the occupants o=the vehicles.Tmoa t Analysesuctian tne lots.g the site'the rura3.en-.The major area of impact which will resu3.t from the cons of the oarking fac'lities will bethe imŽe¹a e a eas o" Since veh'cles vill,no ma'ly anly be enter'ng ard ex'"'n durirg sh'changes, t~e o imary on-s't receotars v 1 occuozrts of he veh'es.The rearest dwelling in th's vironment is located-pprovimately one me from the s'The meteo ala@ical candit'c.'.s characte'stic of the Hi ne tiile Po'nt Ur.'t 2 site ind'cate that a'r emissions resulting fram veh'ular t"avel ta and"rom the prc-osed parking faci't's will general'y be dispe"sed rapid'y.Total air emissions will'nc"ease between 1975 and'979 (-..e peak corstruction year)and then cec ease as he const=uct'cn work force decreases orogress'ely'ntil '982.T=af=ic flow e..ter'rg and exit'ng the oarking lots will be acilŽtated through the acc ss rcacs by any measures necessary (e.g.flagmen)to m'nimi-e concentrations. o=ca ban mcno"ide ard other deleter'ous ex..aust emissions at tne s'e.The bus se v'e'<<hich wil}.be available=rom Cswego snauld recuce the impac=result'ng frcm veh'cular tr=-c'tween the site-nd this pooulaticn cent-".Fven dur'ng worst-case meteoralag'al ccnditicns, it is expected that the fa3.ow'ng National Air Quality Sta..dards will be complied wtn as a" su'" af carstruc ion and utili"at'on of the oroposed nd>>ect sau>>ce of air pol ut on 1-hou carbcn.-..onox'e -35ppm.more thar.once per vear.nct ta be exceeded 8-hour carbon moncxide-9oom, not ta be exc ec d more than orce oe year.

4'0 C I~I\l ly 0 Ol~c'<():-'r w~i C Z+c$Ozp l Z:lg in.'n oix 0~I g I~i~~C n n"-~a,-".'~:-<In n z C C1 I r (IQ'i')+INC 4 GSW:-4-Qo~6 NI HE MILE POiar 5.~.N~Ct~R gr<TIoa 9NlT'L.COAI57P'JG flDh~lg 5IEB/Ill~I l h/T A 1%8~~tvlEX lcD le~l~l<J~i 0 z 0~r~I I)en'C,l z ling 0 lil Z[ll I~I OSAGE@,O Rivga 0 X~-3 ly r.I 0.'-.n: ('C n r'r 0>c lA PU LVOhJ~" LEC END Qi WmRSrAmu.g, p5~TAvs (D cou&Ty'3 bl I i1

~~TONe'C WflI5,$2 c."tC;HhrRIHG CC~PCgATICH ~r r i~.~~~<<<<~r r'<<<<r.r<<r~<<~~~r RGt-: Rp Nltiia, Mlt~POtNY HVCL gAQ PCW~STATIC H~t~~0~~~~r r)c~Aaf>$g gtMC gbAD~r N INK Qt~PtDt ru Y NVCt<<A~ct-5-.AT'IO&VN tT'COHST CVCT'I&4 DANG y A.~~~Nt'C~~iN'7 1 g rt IN t PrÃ'5)1 r-~H%TRV CTION%ITS C-8 hey))l I~1 I I I A 0 c C~g x~o.5)hi<~I-f PA~N Y.r ZOOea I I Oi Q~I l I I~<<t~t<oR gocO/ALE~r r r~~~~r~~-'Hot'<: Mal~Vi vl~V.'dP.4>iht Hlvl!=Ni~E~~<<r>>5 bb'V 5 tt 5NQtr'5 i 5tY Qt(OUV CHt:Cx,CD~r~COAtt t.=.h Vt'5 t 0 v 5;0 Nial SlTE ROD DS SCr~t-Cl N GIN C QATct Q<<P7>>7Q 5)CCI Cll NDtrtt tt ft 7 agent 5

uestion 6Compare the airborne, non-radiological emissions from the pro-posed radwaste incinerator/calciner to emissions from other sources at the NHP-1 site, particularly startup boilers, emergency diesels and station heating.R~es ense C A comparison of the RWR-1 non-radiological emissions to other sources is given below.The resin incineration mode is'listed for the RWR-1.In this mode, all emissions listed are higher than other modes of operation. CO RWR-1 0 lbs/hr.One NMP>jl Diesel Generator 30 lbs/hr.Heavy Duty Truck ,{8 mi/hr)5.33 lbs/hr.Car{8 mi/hr)0.61 lbs/hr.Hydro-carbons NO 0 lbs/hr.10 lbs/hr.2 lbs/hr.100 lbs/hr.0.25 lbs/hr.0.23 lbs/hr.0.06 lbs/hr.0.05 lbs/hr.SO 5 lbs/hr.G.lbs/hr.0.01 lbs/hr.0 lbs/hr.Particu-lates 0 lbs/hr.9 lbs/hr.0.02 lbs/hr.0 01 lbs/hr Note The RWR-1 System is projected to operate 70%of the time.A diesel generator'perates 1 hx'/month under normal conditions {more frequent under abnormal conditions).

Background

in the area is dominated by the Osweg'o Steam Station.Figures for that station are as follows: CO Hydrocarbons NO SO Particulates 0.08 lb/hr.0 lb/hr.6,840 lb/hr.33,125 lb/hr.825 lb/hz.The RWR-1 emissions cannot be compared to the station boilers or heating system since these are both electric powered.

~e y~~~NE ENE 2Q~/e.lO~/o TOTAL NiNO 0 S SYl S SSE l-lO MPH am l l-2O M P H 2l-lOO M P H l963-t964 N I NE MlLE POINT F)GURK AYERAGK Y/IND ROSES 47 I ACliVlEN.t~4}}