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 DOCKET ¹ FACIL:50 BYNAME 220 NINE MILE POINT NUCLEAR STATIONSi NIAGARA MOHAWK PONE 05000220 AUTH AUTHOR AFFILIATION RHODEgG ~ K, NIAGARA MOHAWK POWER RECIPIENT AFFILIATION CORP'EC IP ~ NAME 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 COPIES REC IP IENT COPIES ID CODE/NAME LTTR ENCL ID CODE/NAME LTTR ENCL ACTION: 05 BC ~ RQ+3 7 7 INTERNAL: 01 1 1 02 NRC PDR 1 1 12 I 2 2 14 TA/EDO 1 1 15 CORE PERF BR 1 1 16 AD SYS/PROJ 1 1 17 ENGR BR 1 1 1e REAC SFTY BR 1 1 19 PLANT SYS BR 1 1 20 EEB 1 1 21 EFLT TRT SYS 1 1 22 BR INKMAN 1 1 EXTERNAL! 03 LPDR 1 04 NSIC 23 ACRS 16 16 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

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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 N~>>

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lt'iGUtNMYDOCKH'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.

SECURITY ~FENCE.

I +I I

I CD I

CD VW SCREEN AND PUMP HOUSE 30 I

0 II* I TRACK BAY 8'D I 140'0" +

EXTENSION CD Cd Qqi<-

RADWASTE WASTE BLDG.

I REACTOR DISPOSAL 28' 9" BLDG; 61'-t'W

~

BLDG.

CONSTRUCTION'REA OUTLINE I

I TURBINE AUXILIARY  !

0 FF-GA S EQUIPMENT AREA 19

9. BLDG.

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+I x NM-2 ~

CD I ~

CD 0 .2 ~~, 23 ~

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TURBINE IC Il GENERATOR AREA NEW ADMIN' STORES BLDG.

ADMIN.

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.

SECTION 2-2

( ELEVATION )

3030-8-1/~2"

~EL, 301'-8-1/2" EL.

2890-5'RADE I

9 MASTE ~

GRADE I EL.

EL. 260'-6 260'-6'r oLZo 32 4 ROCK EL. 246'-0" 62'-0'TORAGE EL. 251'-0" Er I ~ ROCh EL. 247'-0"

~EL.

61'-0" '1'-0" 106'-0" QW NW 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.

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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 Facility ID No.: NY 009 4463 Oswego Co. H.D.

Mr. Crandall Effective Date humus t l, 1977 Mr. Pagano.

Expiration Date 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 C

Date Signature 91-20-2 (3/76) Page 1

Part I Page 2 of 4 Facility I.D. No. 0094463 EFFLUENT LIMITATIONS ring the period beginning on effective date of permit

>d lasting until expiration date of permit,

~

.scharges from the permitted facility shall be limited

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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 lbs/day'~

(X) Bork, 7 day arithmetic mean 43 mg/1 and lbs/day

( ) BOD5 Dai ly mg/1 and lbs/day

~

( ) TOD (See Note Below) Daily mg/1 and lbs/day (X) Suspended Solids 30 day arithmetic mean .30 mg/1 and Ibs/day~

(X) Suspended Solids arithmetic I .

( ') Suspended Solids,,

(3) Fecal Coliform (X) Fecal Coliform '

'0 7 day Daily day geometric mean day geometric mean mean 43

~300

~400 mg/1 mg/1 100 100 and and ml ml lbs/day lbs/day

( ) Total Coli form

( ) Total Kjeldahl Dai ly Nitrogen Daily

~100

~mg/I ml 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 ~IS exceed of influent value

~

TABLE 7 Monitor n R u'r.m nt S m I Loc t'nn

~pgm~~r ~il~unL ~Efflu nt (x) Flow, AGD M~ont hl Instantaneous X or X (x) BOD5, mg/1 M~ont hl Grab X and X (X) Suspended Solids ~Monthl Grab X and X (X) Fecal ColiForm, No-/100 ml 4/year Grab e'otal

( ) Total Coliform, No./100 ml

( ) Total Kjeldahl Nitrogen,

( ) Ammonia, mg/1 as NH3 mg/1 as N (X) Dissolved Oxygen, mg/1 4/year Grab (x) pH ~Month 1 Grab (X) Settleable. Solidsg ml/1 Daily Grab (x) Residual Chlorine, mg/1 Daily Grab

( ) Phosphorus, m~/1 as P (x) Temperature, C Mon6iWy Crab Total Nitrogen, mg/1 as N 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:

Dischar e Limitations Monitorin Re mts.

Outfall Effluent kg/da'y (1bs/day) Other Units (Specify) Measurement Sample Number Parameter 005 ('ement batch Plant)

Flow* Monthly Instant-aneous Total Suspended Sol'ids 50 mg/1 Monthly Grab Oil 6 Grease 10 mg/1 15 mg/1 Monthly Grab Settleable Solids 0.3 ml/1 Weekly Grab

• Monitoring requirement only 006 (Total Discharge)

Flow+ Monthly Ins tant-aneous Total Suspended Solids 50 mg/1 Monthly Grab Oil & Grease 10 mg/1 15 mg/1 Monthly Grab Settleable Solids 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

Part I Page 4 of 4 Facility ID No.: 0094463 MONITORING, RECORDING AND REPORTING 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.

d) Each submitted Discharge Monitoring Report shall be signed as follows:

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 principal executive officer, ranking elected official, a

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.

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'.CONS RUC IOVI INS RUC lONS SIIE Ti.tie ~ 4 Numba~

K,IV I RONHEHTAL. ii0gl I TPR I igG PQCGPAH CS I. 1.3 e a I Rev t.sion

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Rev. 3

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Date.

June 20, 1978

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Prepared T. S..=arrel l By 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'

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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 Cons,tr uction Oepa~ent Standards " Ccnstruc" icn Environmental Progra me Aaaaeheen:at (g

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 The Site Envircnmental Ccmmi tte wi 11 be made up of the fol-lowing perscnnel:

r l., HMPC Si t Representative Z. nmentai Arfairs Oepar~ent Represe nta"

-Envir ve NMPC f 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

0.2 Constructicn Environmental Prcgram (Rererenc Z.e)

The r Sit Envircnmental Engine 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 ivities 5 1.1 The Site Environmental Engineer shall inspec all aspects of the canstructicn activities ca insure compliance with enviranr."ental regulatians.

5 I.Z 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 tionn 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 acument the dat of the inspecticn (see At-a "'inmen t 3-31.

5.2 Site "nvircnn:entai Ccmmitt e (se Sec-'cn 0 i)

Page 3 oF 6

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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 =or these 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. Outstanding Items For Previous Months Environmental Sampling Progr am Resul ts 2'- a '<later equal I ty Analysis

b. Hoise Level Survey Oiscussions and Rec"~endaticns 5 2.6 Any member of the coal t- e may convene a meeting to deal with an urgent prcblem.

5-2-7 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 'f a new 1

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 monitoring and t s ting requir d by the 1

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 6.0 5.4.

Effective 0'Sl Date The Site Environmental This instruc ion is effective Rev, 1.3 3

Engineer shall for~ard the monitoring repor;s to NMPC For review(

to the appropriate agency. and submittal upon rec ipt and ail remain in until modified or cancelled. Revision 1 Fore and must be removed fran 2 oF this instruction is void of Contents accordingly. your manual and destroyed. Update your Table Page 6 of 6

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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 CSZ 1. 3 Rev. 3 Attachmrt 3.2 IN.~Pc Tl +CD v'in~

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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 T t V I T I

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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 P'evision O " IO/3/77

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", Z. 0 ~ No. 12'87 CSZ.. 3 3..

Rev. 3 At"achment 3.3

~age' oz 2 BlVIROHHEHTAL INS?ACTION LOG (Cont'd)

For The HIHE i'IIL POINT NUCLEAR ?OMcR STATION-UNIT :="

Construction Site 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 ~ ~

Yunoe" SPILL PREVENTION CONTROL AND COUNTERHEASUR~ CSI 2.6 PLAN Revision

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Rev. 2

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Date August 2, 1978 0 H ~

Prepe".ed By T; S. Farre I I NINE MILE POINi NUCL=AR SiAiiON UNli 2

.. APPROVED:

Sen or S'te Repzesen~~

CONCURRENCE.

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~ ~ I 0 Superinter ient oZ .=ie'd Quei.ity Contzo' l, 0; lll0. L2~S?

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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 .0 rotection Agency regulations on oil pollution 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 3.1

3. 5 pill Prevention Control 6 Countermeasure Plan for or thee Hia

> ara iagara ower Corporation, Nine Mile Point - Unit 2 Construction

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Mohawk P i te.

4.0 General t shall be the responsibility of the Site Environmental Commi t-tee to monitor the Spill Prevention Control ~ Countermeasure

' 4.2 Plan and update as necessary.

A log o Engineer.

all spiils shall be maintained by the Site Environm ntal

. 4.3 Spills - Spills shall be classified into two categories:.

A. S piill 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 o t b e contacte d 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 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 if they are not in good condition.

3.2 Above Ground Storage Tanks 3.2. 1 Oikes shal 1 be provided around al above ground 1

storage tanks to prevent accidental discharges to the site drainage system or lake.

3-2.2 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, 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-t.eon of mater<a ls.

3.3 Underground Storage Tanks

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 p rotection to prevent corrosion.

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 t

3 1 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.

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'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

'. (315) 474-1511 P

Hr.. J. L. Hl lke extens i on 1041

'. Hr. S. H. Haybrook (315) 342-4740 extension 263 3.5.6 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 Products Handled Phone Stage Construction Land spills only (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 Products Handled Phone Northeast Oil Co. Most liquids (call (315) 422-2941 on case by case (315) 422-1930 basis) (315) 469-7456 (24 hr.)

Coastal Pollution Cleanup and disposal (315) 472-8111 (24 hr.)

Control Services, Inc. (518) 465-8856 (24 hr.)

Sea Land Restoration, Cleanup and disposal (315) 342-2183 (24 hr.)

Inc. (315) 686-5561 (24 hr.)

(315) 782-6500 Fourth Coast Pollution Cleanup and disposal (315) 388-5909 Controi (315) 388-5571 (315) 265-3100 (24 hr.)

3.7 Commercial Emergency Assistanc Chemtrek Technical assistance in handling (800) 424-9300 chemical emergencies (toil free)

Nat. Agric. Ass i s tance in handl ing pes t i c i de (513) 961<<4300 Chemicals and Class B poison emergencies Assn. 4 American Assn. Assistance in hazardous materials (202) 293-4000 of Railroads 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 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.

2) 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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J. 0. No. 12187 CSI 2.5 Rev. 2 l.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 tructicn ~aste water (exclud1ng any acidic, caustic,,

chemi ca l rinses, etc ) shall be discharged inta the settling ponds.

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 be main-1 1 tained by the Site Environmental Engineer or his designee, noting al changes to valve pos i tions along 1

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 Under normal operations, a minimum of eight hours detention time shall be provided before discharge of a settling pend.

5.2. 0 Effluent'samples frcm the pond shall be taken monthly and analyzed for total suspended solids by the Site Environmental Engineer.

5-2-5 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.

5.2. 6 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 upon receipt and will remain in fore un ti 1 modi r i ed or cancel ed. Revision I has been voided by the 1

issuance of this revision and must be removed frcm your manual and destroyed. Update your Table or Contents accordingly.

Page 3 of 3

a SNAB s4 STONE 4 WISSTH HGli"I iRIYG CCRrORATIOH Pav. 2 httaehzmt 3.2.

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J.O.No. 121?7

~ST%if COiiiROL PROGRCf 70R NB% iii'OLVZWCT:-H, STATION - Uii'

'iiGQU. ~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

~Pa e INTRODUCTXOH 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 8 Site Preparaticn Opera&on 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.

barriers The. spoil areas wi11 be encircled by baled hay or strau 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 of the cont-ol st~~me.

proper'peration

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 &IIbe 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 35 percent Kentucky'1ueg ass 20 percent Annual'ye 19 -percent Perennial Rye 15 percent Red Top 6 percent Whf.te Clover 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.

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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) ~

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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.

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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

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the toe of the ernb nkment.

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CURASOL AE TECHNICAL LVr ORiL4TION*

DESCRIPTION CURASOL AZ is a milky-white, polyvinyl acetate copolymer'mulsion. It is physiolo+caMy harmless and has.no phytotoMc properties. The pH value is 4 - 5 and it is water dispersible.

CURASGL AE will temporazily bind surface soil in denuded axeas to stabili"e'he soil. and reduce erosion.

As a chemical mulch, CURASOL AZ will part"ally bind sur ace soil to xeduce the amount ox erosion and evaporation losses to aid in the develop-ment oz a permanent vegetative cover. CURASOL AE may be used in hydroseeder sees oz on areas already seeded. CURASOL AZ will also bind natural fiber mulches to reduce losses caused by wind and rain.

+Cuidelines o- Erosion and Se~t Control Planning and Imp3.ementation, pp. 85 and 86, Environmental Pzotec"'on Agency, Au@est, ~Q72.

CECAL A?PLICATION CURASOL AZ can be used on all types of soil. The amounts of CKUSOL AZ and water generally required per acre of area are as follows:

Plat Areas - Thirty gal CURASOL AZ to 1,000 gal of water for moist soil. For dzy soil use 2,000 gal oz water.

3:1 to 2:1 Sloaes - Forty ta 55 gal CURASOL AZ to 1,000 gal of water for moist soil. For dry sail, use 2,000 gal af water.

2:1 to 1:1 Sloaes - cif ty-five to 65 gal CURASOL AE to 1,000 ga1 oz water for moist soQ.. For dry sail, use 2,000 gal oz water.

Swales and Ditches Ninety to 100 gal CURASOL AZ ta 1,000 gal of water for moist soil. For dry soil, use 2,000 gal of water.

MEANS OF APPLICATION

. CURASOL AZ may be applied with a hydroseeder along with the seed, nn ~ch, lime, and fertili ez. Spraying equipment that normally is used for applying asphalt emulsicns or water can also be used, with little or no modification, to apply the binder.

Depending on the veather conditions, the curing ~e is genera&>y 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 Cl APPWi'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 /net)

A~ ~

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 of Puxifloc C31

'o3utions 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 3.572'xpIRATION OArE

.: Ihe 'Environmental Conservation Law, Article 27, Title 7, Part 360 October 31, 1981 Y38S14 Q CON 5 TRU CTI ON + RENESAL INITIAL ISSUE Q REISSUANCE Q OPERATION +x 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 Environmental Conservation Reponat Office Town County Scriba Oswego 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 The permittee shall file in the office of the Environmental Conser- 4. All work carried out under this permit shall conform to the approved vation Region specified above. a nalice on intenlion to commence plans and specifications. Any amendments must bc approved by the work at least ag hours in advance ot the time of commencement and Oepartmcnl af Environmental Canservatian priar ta t.eir implemen-shall also notify said office promptly in writing af the comptetion tation ~

of the work. S. The permittee is responsible tor obtaining any other permits, ap-2 Thc permitted work shall be subject to inspection by an authorized provals, easen:ents and rightswf~ay which may be required for representative ol the Oepartment of Environmental Conservation wha this project.

may order the work suspended it thc public interest sa requires. 6. By acceptance of this permit, the permittee agrees that the permit is 3 As a conditian of Ihe issuance of this permit, the applicant has ic- contingent,upon strict compliance with Part 360 and the special Ix II ccpted expressly, by the execution at the application, the lull legal conditions. Any variances granted by the Oepartment of Environmental a responsibility for all damages, direct or indirect, of whatever nature, Conservation to Part 360 must be in writing and attached hereto.

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.

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 Mile Point Unit 2 construction activities will be accepted. 'bine 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 ISSUING OFFICER SIGN R'6

/31/78 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 and.

ruc.ion and operation of his fac~~.g specifications approved. th's day.

sf~ can ore to the plans

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 A

-'-'~ ~

of s. x i""hes of ccnpac ed. soil.

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 approved pla>>s ccntonrs of the

~

site s~ not excel hose shovn on the-

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 a e~~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.

During the li=e of the 1"ndfi3'n a"equal report wi be submitted to the New Yor4; State Depart=ent of =xviro. 'ental Ccnserva ion. The include, es a min'-"ur., the volu=e of refuse land V 'ed, esti=ted

.epor'ill 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.

13 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 th 'Mes and r of the New York. State Depa&=~nt of "nviron'ental Conse=m,ticn.

"~ cons Date LEZ'ry G Oss p PeZe Senior Sanitary """pincer Solid Waste Maa~e ent

0 PU,

~ YORK APPROVAT TO,'-

STAm DEP,g)(~~NT CON STRUCT A SOLED MASTS F ENVrgo¹~'r-"AL CONSERVATIO~

Mi'4sGElKai FACILITY c.wer, Niagara Mohawk ?ower Cor orporation o of a solid waste m a nager,:ent facilitv kno~m as T.astc Concrete L ndfill - Nine ne lix. 1 e P Point Unit 2 Nuclear Stat'a a ion and located in the To:.a in Oswego County~ is grant rantc approval to construct th e above named solid waste me-..

A'. i ment c acxlity in'ccordance with p 1 ans and s ecificati ic ion al dated November 4 1 as provided for in Title 5 of r ation Law (Chapter 399 oof th e laws of 1973>. T li f h "'b'1 i x,ty of compl in g with ' a y pp This approval is not transferrable J.

1 ine construction and cperat'J erra e and is subject to the following conditions ion of this facility shal 1 conform to . the plans nd speci' The waste to be landfilled e at th t is disposal area is to be restr'xc ed "to wasre concreto Finished side slopes. . onn thee site shall not be steeper than 1 (vertical) on 3 (hor zo~"

n ~

4. The final contours of the'site e'sz e snail sna not exceed those shown on thee approved a plans.

5; Final cover material thickness shall be 24 inches "hick.

6..-'he top six inches of final cover shall be topsoil.

A grass cover crop shall be established on all e ..posed cover within one year after placement of the final cover.

8'mendments to the 'p 1 ans and specifications must be a rov D n a C onservation prior to 'their amp 1 ementat . cn.

9; 'The above conditions sha11 be ssu b'ject to change in the event vent anat they become inconsis.

Mth future modifications oof tth e ru 1 es and regulations of t he New York State Departmer..

f Environmental Conservation.

e

~. 5<< ~

NEW YORK STAT=

>)KPART!AENT OF K.'(VIRO?I!K(Et(TA(. COO(SKRVATOON OP aah INOIR~CT SOURC(=

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• CLTY <<Tcwtl VILLAIIK 5 A IZ.CITY~ TOWN VILLACK 11 STATE S~c'De 13202 NPi iSNYS ?K.CR IT.TKL-KPHCNE Z5. QATK APPLIC 7:CN SL OYO'HER CLASSlhiCATION a"uAMECI'RC ORARCHITKCT C AIPLKTKQ 5

CSP,T L PRKPARINQ PLAtI5 ARCH. Lic. NQ.

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Q hcihuicirAL I QRKSICKNIIAL 12/16/76 S.Q Ill<<V5TRIAI QPFKQUAI KX.S:CVATURK -f CWVKRS REPRESK:I ATLVE CR ACKNT KS. KXPEC. KO ATK Cf CPERATICN T. NAICK b TITLE Qf CWIKM PK?RKSKtITATIlE 5 TT.'KPI CNK (EVP QYE- of I'IRMI $ 74 1 cI1 o C

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'KOLFA~TY I c'<<aidtl <<IVNSKR

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AIVO STRF T AQORESSL 1976 1982 S.FACILITY tIAAIE (KF Clf RK.'I ~

P.O. Ecx 32 Hire i>i~e Pci." Un'" 2 C=-s ~c-'c.". Si" Kl. CITY fQWN VILLACc.

Ly~', 13093 Cme(;o 1TYI E OF FACILITY <<R UQCIfiCAT(C'I (CHECK CNLY CIIK) I.Q PJLRKIIIQ FACILITY ILQI AIRPCRT 1 Q RECPKATICNAL FACILITY (QKSCRISE,:

4,Q SISCPnluQ 'CK;ITKR SQQRIVK IN THEATKil 5 Q HIQHwAY Z Q OTHER 4

LNO AREA QF INCIRKCT SCVRCK 1:. Pcaca 'CTCIPIOCR,5lacE 5 CIIILclaol5l G TcuaIIK PE T I

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:

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.O'LO IT(C:IS I AIR:CO X (ti/'fJ/

I IBID RECT SOURC-APPLlCATXOV OR P:"RNZT TO CONSTRUCT

' 33 Impact of Use of flic B t oil

."ac'1'y on Air Quality

.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 si'e 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 shif's 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 400 1977 900 1978 1, 100 1979 1, 200 1980 1, 100 1981 700 1982 400 shows the location and s'e of the fou construction oarking lots. The four lo-s will be completely ut'iz dur'g d

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 w'l have oa'nted parking spac s and the unoaved lots oe r...arked as re'u'ed to acat parking T af ic Cont ol The maior s'e "caPs nave centerl're .-.ar?<ings ard stoo signs where "o control tra==ic. As corst"uct'on "'ra"=ic flow in-requ're ~

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

<<<<i a- a. rate of app=oxi.-..ately 10 "er mor. h.

T..ere o", s'stan"'a

~ i~ 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 Analyses 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 general'y be dispe "sed rapid'y. Total air faci't's emissions will 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 acil' tated 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 -".

.The major area of impact which will resu3.t from the cons uctian of the oarking fac'lities will be the im'e¹a e a eas o" tne lots.

Since veh'cles vill,no ma'ly anly be enter'ng ard ex'"'n g ' the site durirg sh' changes, t~e o imary on-s't receotars v 1 the occuozrts of he veh'es. The rearest dwelling in th's rura3. en-vironment is located -pprovimately one me from the s' Fven dur'ng worst-case meteoralag'al ccnditicns, that the fa3.

it is expected 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. nct ta be exceeded more thar. once per vear.

8-hour carbon moncxide - 9oom, not ta be exc ec d more than orce oe year.

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uestion 6 Compare 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.

One Heavy Duty NMP>jl Diesel Truck Car RWR-1 Generator ,{8 mi/hr) {8 mi/hr)

CO 0 lbs/hr. 30 lbs/hr. 5. 33 lbs/hr. 0.61 lbs/hr.

Hydro-carbons 0 lbs/hr. 10 lbs/hr. 0.25 lbs/hr. 0.06 lbs/hr.

NO 2 lbs/hr. 100 lbs/hr. 0.23 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 0.08 lb/hr.

Hydrocarbons 0 lb/hr.

NO 6,840 lb/hr.

SO 33,125 lb/hr.

Particulates 825 lb/hz.

The RWR-1 emissions cannot be compared to the station boilers or heating system since these are both electric powered.

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