Text

Amend 3 to Facility Environ Rept
	ML19241A599
Person / Time
Site:	New Haven
Issue date:	06/21/1979
From:	; NEW YORK STATE ELECTRIC & GAS CORP.
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ML19241A598	List: ML19241A597; ML19241A599;
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NYSEEG ER INSERTION INSTRUCTIONS FOR AMENDMENT 3 LETTERS 2 AND 3 NRC QUESTIONS & RESPONSES Lemove old pages and insert Amendment 3 pages as instructed below (amendment pages bear the amendment number and date at the foot or the page) .

Vertical bars (chang e bars) have been placed in the outside margins of revised pages and tables to show the location of any technical changes originating with this amerdment. Some pages bear a new amendment designation, but no change bars because revision on other pages caused a text shift. No change bars are used on new questions, responses and/or tables. Change bars are not applied to figures.

Change bars from previous amendments have been deleted on pages revised by this amendment.

Transmittal letters along with these insertion instructions should be either filed or entered in Volume 1 of NRC Questions and Responses in front of any existing letters, instructions, distribution lists, etc.

Remove Insert Location EP-1/-2 EP-1/-2 before Ltr. 1 tab QR-1 thru -3 QR-1 thru -3/ blank after EP-1/-2 Q21-1 Q21-1/bla-i after Ltr. 2 tab and Q20-1 Q2' Q22-1/ blank after Ltr. 2 tab and Q21-1 None Letter 3 tab after Ltr. 2 tab and TQ30-None remainder of pages after Ltr. 3 tmo including Ltr. 4 tab -

see List of Effective Pages for contents 9

565CC4 Amendment 3 1 of 1 June 1979 700 626 0 'A3B c

NYSE6G FR 9 LIST OF EFFECTIVE PAGES NRC QUESTIONS AND RESPONSES (Amendment 3, June 1979)

Question Page (Q) ,

Table (T) , or Amendment Fiqure fF) Number Title Page -

QR-1 thru QR-3 3 QAS1-1 1 QAS2-1 2 QAS3-1 2 QAS4-1 1 QAS5-1 2 QM1-1 1 QM2-1 1 QM3-1 1 QM4-1 1 QMS-1 1 QM6-1 1 QM7-1 1 QM8-1 1 QH1-1 1 QH2-1 1 QH3-1 1 QH4-1 1 QHS-1 QH6-1 FH-6 1 QH7-1 1 QH8-1 1 QH9-1 1 QH10-1 1 QH11-1 1 QH12-1 1 QH13-1 1 QH14-1 1 QH15-1 1 QH16-1 1 QH17-1 1 QH18-1 1 QTEl-1 1 QTE2-1' 1 QTE3-1 1 QTE4-1 1 QTES-1 1 QTE6-1 2 QAEl-1 1 QAE2-1 thru QAE2-3 1 QAE3-1 1 QAE4-1 1 QAES-1 1 1

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Q1957- 1 e r-5 QAE8-1 O QAF.L9- 1 ,

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, 1 QAE10-1 .m, j y3 1 QAE11-1 1 QAE12-1 1 QAE13-1 1 QAE14-1 1

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NYSE&G ER Question Page (Q) ,

Table LT) , or Amendment Figure (P) Number QAE15-1 1 QAE16-1 1 Q1-1 2 Q2-1 2 Q3-1 2 04-1 thru Q4-2 2 QS-1 2 WS-1 2 Q6-1 2 Q7-1 2 Q8-1 2 Q9-1 2 Q10-1 2 Q11-1 2 012-1 2 Q13-1 2 Q14-1 2 Q15-1 2 Q16-1 2 Q17-1 2 Q18-1 2 Q19-1 2 Q20-1 2 Q21-1 3 Q22-1 3 Q23-1 thru Q23-4 2 Q24-1 2 Q25-1 thru Q25-2 2 '

News Release -1 thru -3 -

Q26-1 2 Q27-1 2 Q28-1 2 Q29-1 thru Q29-3 (incl W29-1) 2 Q30-1 :

W30-1 2 03-1-1 3 TQ3-1-1 3 Q3-2-1 3 FQ3-2-1 3 Q3-3-1 3 03-4-1 3 03- 5-1 thru Q3-5-2 3 Q3- . -1 3 Q3-1 1 3 Q3-8-1 3 Q4-1-1 3 Q4-2-1 3 Q4-3&4-1 3 Q4-5-1 3 Q4-6-1 3 RQ1-1 3 TRQ1-1 3 RQ2-1 3

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NYSE8G ER NUCLEAR REGULATORY COMMISSION QUESTIONS AND RESPONSES NEW HAVEN 1 AND 2 Question Atene . .c No. Subiect No. __

NRC LE'TER 1 (1/19/79)

Liternative Site A'alysis

1. Identification of four additional sites 1

2. Reconnaisance level data 2

3. Limiting region of interest to NYS 2

a. Co-location of the New Haven Units 1

5. Reconnaissance level geologic and seismic data 2 Metaorology

1. Climatological information from meteorological stations closer to site 1

2. Magnetic tape of onsite meteorological data 1

3. Thermal internal boundary layer 1 4 Land breeze 1

5. Hourly averaged meteorological values 1

6. Strip chart meteorological data 1 7 Meteorological instrument cutages 1

3. Cooling tower model (ENVIRN)

HydroloRY

1. Canadian cater systems 1

2. Cleveland municipal system 1

3. Water levels and water sur' ace profiles 1 4 Intake and discharge locations 1

5. Nearby streams 1

6. Floodplain along Lake Ontario 1

'. Excavation dewatering 1

8. Excavation devatering to onsite stream 1

9. Switchyard excavation affecting ground water supply offsite 1

10. Construction of temporary intake and discharge 1

11. Tributary FE flow 1

12. Construction in Lake Ontario 1

13. Construction of temporary intake and discharge .

14. Diversion of Tributary FE 1

15. Excavation of switchyard lowering ground water table 1

16. Data ccliection program on nearby streams 1

17. Ground water model for switchyard 1

18. proposed ground water monitoring program near 1 switchyard Amendment 3 QR-1 [5f>5ff$# Jule 1979

NYSE8G ER Question Amendment No. Subiect No.

Terrestrial Ecolgrz

1. Prime and statewide important farmland 1

2. Figure 2.2-1 1

3. Figure 4.1-3 1 4 Geograohical boundaries 1

5. Geographical boundaries 1

6. Potential environmental impacts - stage 4 evaluations 2 Aouatic Ecolony

1. Section 2.2.2.2.3.2 - table reference 1

2. Blue Pike 1

3. Section 2.2.3 - reference 1

4. Cati _sh and Butterfly Creeks flow rates 1

5. Catch records by gear type 1

6. Sampling locations 1

7. Unnamed tributary to the East Branch of Catfish Creek 1

8. Section a.1.4.1.1.1 conclusion 1

9. Construction of stream diversion 1

10. Intermittent unnamed tributary lost due to station construction 1

11. Section 4.1.6 - reference 1

12. Figure detailing site runoff 1

13. Site runoff 1

14. 29 streams crossed by construction equipment 1

15. Proposed preoperational mo..itoring program 1

16. Tables 2.1-38 through 2.1-48 1 NRC Letter 2 (3/12/79)

1. Aesthetic impact of the plume 2

2. Criteria used for con-ludin aesthetic impacts 2

3. Archeological sites 2 4 Justification of commuting ladius 2

.. Weighting of community characteristics and location 2

6. Regions used to compute employment /vage impact and regional product 2 7 Station taxes 2

8. ArcheoJogical resource survey 2

9. Housing availability 2

10. Nonmanual and operating phase workers 2

11. Employment multiplier 2

12. Estimated number of construction workers 2

13. Hrusing needs of manual and nonmanual workers 2 14 Practice of manual verkers to " double up" 2

15. Accelerated road damage 2

16. Aesthetic implet on perranent residents vetsus travels 2 in region Amendment 3 QR-2 c 6 5 U~ R

=> June 1979

NYSE8G ER S Question No. Subiect Amendment No.

17. Relocation of site properties 2

18. Visual impacts of the station 2

19. Table 8.2-10 clarification 2

20. Information on nuclear sites listed in Table 9.2-8 2

21. Estimated procurement expenditures 3

22. Breakdown of the payroll of direct and secondary employment 3

23. Section 1.1.2.3 Economic Factors 2 24 Table 8.2 Escalation Rates 2

25. Purchased Power 2

26. Efficiency improvements 2

27. Energy conservation programs 2

28. Fixed charge cost component 2

29. Section 9.2.2.5.2 Engineering / Economic Factors 2

30. Cocts of cooling system 2 URC Letter 3 (4/23/79)

1. Record high and average wet bulb temperature and associated relative humidity 3

2. Cooling tower design curve 3

3. Plume merging between cooling towers 3 4 Criteria for plume visibility 3

5. V'lidation of meteoral gical models 3

6. Cloud cover, visibility, ceiling height, and precipitation 3

7. Section 6.1.3.2.3 - reference 3

8. Cylces of con.eatrations in drift calculations 3 NRC Letter 4 (5/25/79)

1. Water use by public utilities on the Murcsk River 3

2. Problems experienced due to revocability of industrial permits on the Mohawk River 3

3. Historic conditions concerning risk of permit revocation 3 4 Estimated frequency and duration of permit revocations 3

5. Methods to reduce leakage from locks 3

6. Flow augmentation agreements or provisions 3 RQ-1 Estimated procurement expenditures during construction 3 RQ-2 Direct employment payroll during construction 3 Amendment 3 QR-3 5 500ct aune 1979

NYSE8G ER OUESTION 21 NRC LETTER March 12, 1979 Using the estimated impact region (see Section 8.1.2.5), the Applicant should provide a breakdown of estimatad procurement expenditutes that will be spent during the construction period. This information should indicate the year expenditure by the county within which the expenditur3 will be made and by the four-digit industry code (Standard Industrial Class!.fication Manual). This submission should also indicate the year the dollars are expressed in and the escalation rates applied to each category.

RESPONSE

The NRC has restated this question in its lotter of May 25, 1979. Refer to NRC Revised Question 1 for the response to this question.

5GEC10 Amendment 3 Q21-1 June 197?

NYSE&G ER OUESTION 22 NRC LETTER March 12, 1979 On separate tables, the Applicant should provide a breakdown of the payroll of direct and secondary employment for each year of construction and by the county of residence of workers. Indicate whether the dollar amounts are current or deflated. Provide the year dollars are deflated to and supply the relevant escalation rates applied to labor costs.

RESPONSE

The NRC has restated this question in its letter of May 25, 1979. Refer to NRC revised Question 2 for the response to this question.

9 Amendment 3 Q22-1 June 1979

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NYSE1G ER OUESTION 1 NRC LETTER spril 23, 1979 Frovide the record high 1-hr wet bulb temperature associated relitive humidity at Syracuse for the period of record, 1955-1964. Also provide the average wqt bulb temperatures used to determine the average utscharge temperature.

Provide any updated data since 1964.

RESPONSE

For the 1955 through 1964 period of record at Syracuse, the maximum hourly wet bulb temperature af 78'T was observed on several occasions. The relative humidity associated with one of these 78'T observations which results in the maximum cooling tower blowdown camperature, is 45 percent. This observation for the month of June, as well as all other monthly maximum and monthly average vet bulb temperatures and associated relative humidities used to predict the cooling tower bicudown temperatures reported in Table 5.1-1, New Haven-Nuclear, are listed in Table Q3-1-1.

All vet bulb te..eratures and associated relative humidities covering a period of record from 1945 through 197~ vere similarly evaluated to deistmine monthiv averages, and to select the monthly vet bulb temperature and associated relative humidity which results in the highest cooling tower blevdown temperature. These updated data are also presented in Table Q3-1-1. All data reported prior to 1965 represent hourly readings; the 1965 through 1975 data represent observations taken once every 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months .

For the updated period of record covering 1945 through 1975, there have been seven observations of 80*F set bulb temperatures (e.g., uhree observations on June 29, 1945; one observation each on August 25, 1947 and July 20, 1972; two observations on August 9, 1973), which are higher than those indicated in Table Q3-1-1. However, in selecting the ccabinations of meteorological data uhich result in the maximum cooling tower bloudown temperatures, all vet bulb temperatures and associated relative humidities are evaluated by using the conceptual cooling tower performance curves. In these curves, cooling tower blevdown temperature increases with increasing vet bulb temperature and decreasing relative humidity. Accordingly, the 80'T observations are not listed en Taole Q3-1-1, since the relative humidities associated with these observations resulted in lower cooling tower blevdown temperatures than the combinations of vet bulb temperatures and associated relative humid 4*ies which are listed in Table Q3-1-1.

5G5013 Amendment 3 Q3-1-1 June 1979

TABLE Q3-1-1 SUPPLEMENTARY ,4 TEOR 0 LOGICAL DATA

1955-1964 1945-1975 Max l-hr'2' Averace Max 1-hrsas Averaee WBT'3) RH'9' WBT RH WBT RH UBI RH

[Lont h (*F) (%) ('F) (%) (*F) (%) (*F) (%)

Jan 55 73 32.5 74.4 56 45 33.1 74.0 Feb 52 47 32.9 75.' 52 47 33.0 74.0 lia r 55 30 34.1 72.0 62 27 35.2 71.2 Apr 67 42 42.0 66.0 67 40 41.7 65.9 May 73 42 51.1 63.5 73 42 50.6 66.0 Jun 78 45 59.6 66.2 78 42 59.8 67.6 Jul 7 's 36 63.7 67.7 76 38 63.9 68.5 Aug 7t 43 62.6 69.6 79 43 62.8 71.0 sep 72 36 56.3 70.8 76 40 56.6 72.8 Oct 68 48 47.1 70.7 69 42 47.5 72.1 Nov 64 48 38.9 71.8 68 30 38.9 73.2 Dec 52 45 33.6 76.0 61 59 33.9 75.3 EEF7ENCES AND NOTES:

1. National Climatic Center Meteorological Data, Syracuse Airport, Syracuse, N.Y. Asheville, N.C. 1945-1975

2. Each individual maximum value indicated in Tablu 13-1-1 may not in all cases be the maximum value recorded. Rather, these data represent the maximum conditions, when used in conjunction with the conceptual cooling tower performance curves, which yield the maximum cooling teuer bloudown cold water temperature.

3. Wet bulb temperature, 'T 4 Relative humidity, percent associated with vet bulb tem-perature GGGC 1 n.

Amendment 3 1 of 1 June 1979

NYSE8G ER OUESTION 2 NRC LETTER April 23, 1979 Provide the cooling tower design curve, i.e. the cold water temperature as a function of wet bulb temperature and relative humidity.

RESPOfiSI The engineering for the natural draft cooling towers has not been completed.

Pigure Q3-2-1 is an estimated design curve based on the design conditions of the circulating water system.

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5G501 F Amendment 3 Q3-2-1 June 1979

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DESIGN CONDITIONS: 511,127 GPM HWT =120 F, CWT =86 F, WBT = 73 F RELATIVE RELATIVE HUMIDITY: 62 F HUMIDITY 40 %

100 60 %

80 %

100 %

C y 90 -

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80 F

CURVE PARAMETERS o 70 -

- F LO W : 10 0 % ( 511,127 G P M )

j RANGE =34 F o

60 l i I f 50 60 70 80 90 INLET WET BULB TEMPER ATURE ( F)

NOTE:

THIS IS AN ESTIM ATED DESIGN PJRFORM ANCE CURVE SCOURCE: ZURN INDUSTRIES, INC.

COOLING TOWER DIVISION O S - 770 2 6 - 12 2/23/78 ,

- FIGURE 03-2-1 NATURAL DRAFT COOLING TOWER PERFORMANCE CURVES

, UNITS 1 & 2 - MODEL Z-Il855

[)db D NEW YORK STATE ELECTRIC C GAS CORPORATION ENVIRONMENTAL REPORT AMENDMENT 3, JUNE 1979

NYSE8G ER OUESTION 3 NRC LETTER April 23, 1979 What is the exact distance between the centers of the natural draft cooling towers? How is plume merging treated in the plume ri e and drift deposition models?

RESPONSE

The dist'nce between the centers of the natural draft cooling towers is 654.7 meters (2,148 ft). The cooling tower models for plume rise and drift deposition do not deal with plume merging of natural draft towers, but the ground-level impacts are modified to reflect the increased load caused by multiple units and towers. In the development of the model ENVIRN, it was considered that to neglect multiple plume merging, and thus not account for plume rise enhancement. vould constitute a conservative assumption since higher values would be estimated for ground-level impacts. In the case of deposition, the magnitude of the impacts have been considered more significant than the downwind location. To account for a multiple source of drift, the deposition resulting from one unit ha. simply bean multiplied by 2 - the number of units. The totaA dissolved solids for one unit were used as input in the production run of ENVIEN so that the drift and deposition were assumed to be doubled when the two units were censidered. In view of the fact that the drift from multiple towers is dispersed over a wider area than that from a single tower, doubling the deposition values from a single tower and unit is conservative.

Amendment 3 Q3-3-1 June 1979 5GE017

NYSERG ER OUESTION 4 NRC LETTER April 23, 1979 What are the _riteria for plume visibility used in the plume model?

RESPONSE

The criteria for the cooling tower plume visibility in ENVIRN are to a certain extent dependent upon what plume parameter is being calculated. There are some common criteria for all visible plume parameters, but some differences also exist in order to reduce calculations or to present more specific information. The criteria distinctions are explained below. Basically, in order for the plume to be visible, the plume must be supersaturated. Hence, the water vapor concentration in the plume mrst exceed the saturation value for a given temperature at the specified downwind distance. When the volume flux of the plume increases to an extent that the water vapor content (d x) becomes less than the saturation value at plume temperature the plume is no longer visible. Hence, the plume water vapor density and tamperature change with downwind distance as a function of the volumetric flow rate c the plume across the predicted plume cross section (Environmental Report Section 6.1.3.2.3).

Certain differences exist in visible pluma criteria for fogging and plume length calculations. When the model ENVIRN tests for ground-level fog, the fog subrontine calculates the total ambient and plume water vapor density at the plcme temperature for the specified receptor distance and determines visibility reduction at ground level (if any) fron a formulation reported by Gecrge. In the case of visible plume length calculations, the plume vatar rapet censity is tested against the saturation value at the ambient temperature rather than the saturation value at the plume temperature. The purpose of this modification is to enable the visible plume length to be calculated in one step, rather than require an iterative process which would calculate the plume temperature and water density at incremental downwind distances until the water vapor concentration decreases below the saturation value.

The assumotion that the visible pluma disappears when the water vapor density falls below the saturation value at the ambient temperature is conservative.

The plume temperatute is always higher than the ambient temperature at the same dovr. wind distance and, in reality, causes the visible plume to evaporate at a shorter distance since the saturation value of water vapor density is higher within the plume. It should be noted that any level of visibility reduction constitutes a visible plume for the plume length calculation while, for ground-level fogging to be reported, the plume must reduce the existing ground-level visibility to less than or equal to 0.25 mi (heavy fog).

Reference for Ouestion 4

1. George, J.J. Fog. Compendium of Meteorology, American heteorological Society. Boston, Massachusetts, 1951 Auendmenc 3 03 v1 June 1979

NYSE8G ER OUESTION 5 NRC LETTER April 23, 1979 Present av-11able validation for the plume, drift, fogging, and icing models.

RESPONSE

The mo d e .' ENVIRN, which predicts plume length, fogging, drift, and icing, has not been formally validated with field data. At the time of the initial model development (1972-1975), only limited field information was available for natural draft towers. The only naturmi draft tower plume data emanated from IVA's Paradise Steam Plant where plume length and height measurements were taken along with meteorological measurements < ',2 ' . Deposition data had been recorded at Forked Riveri8* . The only attempt to compare quantitative values from field studies with the model results occurred when the final plume height values, as estimated from a formulation used in the model, was informally hand calculated by Dr. James Austin'28, and checked against the field results. The model, as used for the natural draft tower, mainly used the formulations and assumptions of various investigators found in References 4 through 7.

Some modifications were implemented by Dr. Austin and the UEtC staff (ER Section 6.1.3.2.3 and Appendix 6.lA, Amendment 1). The modifications include the assumptions that:

1. A plume entrainment coefficient of 0.8 to calculate the plume itse coefficient in Briggs' plume rise formula better predicts the final height.

2. A plume entrainment coefficient of 0.3 for the Yz term in ER Equation 6.1-41 provides a more reasonable plume radius value than a coefficient of 0.6 and is also more conservative with respect to plume length.

3. Atmospheric cispersion dominates after final plume rise so that the plume cross-section changes from a circular to an elliptical shape dependent upon stability.

4. The plume has no ground level fog /i e impacts when the windspeed at the tower top is less than 2.1 m/sec'-).

5. Salt droplets, normally expected to fall before final plume rise, deposit at receptors immediately beyond final rise, yielding more conservative offsite deposition values.

The results of estimated impacts for the New Haven site are such that any ENVIRN model inaccuracies are not expected to compromise the conclusion that the cooling tower impact is insignificant.

Amendment 3 Q3-5-1 [5(5((Cj[3 June 1979

NYSE8G ER REFERENCES

1. Slawson, P.R., Coleman, J.H., and Frey, J.N. Some Observations en Cooling Tower Plume Behavior at the Paradise Steam Plant. Cooling Tower Environment - 1974, NTIS CONT 740302, 1975, p 147-160.

2. Austin, J. Personal Ccmmunication. Massachusetts Institute of Technology, 1979.

3. DeVine, J.C. The Forked River Program: A Case Study in Salt-Water Cooling. Cooling Tower Environment - 1974. NTIS CONF 740302, 1975.

p 509-557.

4 Briggs, Gary A. Plume Rise Preolctions in Lectures on Air Pollution and Environmental Impact Analyr,e s . Duane Haugen, workshop coordinator, American Meteorological Society, Boston, 1975. p 59-111.

5. Hosler, C. , Pena, J. , and Pena, R. Determination of Salt Deposition Rates from Evaporative Cooliag Towers. Pennsylvania State University, 1972.

6. Hanna, Steven R. Fog and Drift Deposition from Evaporative Cooling Towers. Nuclear Safety, Vol. 15, No. 2, March-April 1974.

7. George. T.J. Fog. Compendium of Meteorology, American Meteorological Society, Boston, 1951.

8. Kramer, Mark L. and Seymour, D.E. John E. Amos Cooling Tower Flight Program Data. American Electric Power Service Corporation, Environmental Engineering Division, Canton, OH, 1976.

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Amendment 3 Q3-5-2 June 1979

NYSL8G ER OUESTIOE_6 NRC LETTER April 23, 1979 In which specific areas of calculation are cloud cover, visibility, ceiling height, and precipitation used?

RESFONSE Hourly observations of cloud cover, ceiling height, visibility, and precipitation have been incorporated into the ENVIRN model in order to more accurately characterize cooling tower impacts in conjunction with naturally occurring conditions. Certain natural conditions provide insight on which to base refinement of the ENVIRN predicted impacts. For example, there is no known case in which a cooling tower plume has descended below a cloud base once the lever plume edge has risen above the cloud base. Therefore, no fogging or icing is expected in conditions where broken or overcast skies are reported and unere the lower plume edge ascends above the ceiling height.

Visibility and precipitation parameters are used in the fog / ice model to distinguish between man-made impacts and natural events. The ambient and plume water vapor concentrati?a= are summed and the visibility is calculated as a function of the water vapor concentration. Cooling tower fogging will not be predicted to occur if natural heavy fag (visibility 50.25 mi) already exists. On the other hand, if the cooling tower plume plus the naturally occurring visibility conditions reduce total visibility to 0.25 mi or less, cooling tower fogging is predicted to occur.

Precipitation ic utilized in the model to determine whether the cooling tower plume is producing ice on surrounding objects at ground level. If precipitation already exists when the ambient temperature is below freezing (i.e., freezing rain), the icing from the cooling tower plume is considered to have negligible added impact. Therefore, hours of man-made icing from cooling tower plumes are discarded during naturally occurring freezing rain or drizzle.

?eference for Quection 6

1. George, J.J. Tog. Compendium of Meteorology, American Meteorological Society, Boston, Massachusetts. 1951.

Amendment 3 03-6-1 gri 1 June 1979

NYSE1G ER OUESTION 7 NR; LETTER April 23, 1979 What is the reference for the table of values of p in Eq (6.1-38) on page 6.1-597

RESPONSE

The power extrapolation law for the wind profile in ENVIRN utilizes stability-dependent exponeatial values of p taken from the EPA model RAMR. The model RAMR is the rural version of the EPA air quality model and so the stability-dependent values of p are cc; idered valid for the New Haven site. Ine only revision in ENVIRN has been to retain a value of 0.55 for p during stability class G. RAMR does not ha.dle class G. The use of the 0.55 value for stability class G is based upan an assumption that the wind profile does not differ significantly from that in stability class F. The table of p va!ues for rural sites is contained in Reference 1.

R_eferen:a for Question 7

1. Environmental Protection Agency. Ucer's Guide for RAM, Volume 1, Algorithm, Description and Use. EPA-600.3-78-Olca. Environmental Sciences Research Laboratory, Research Triangic Park, NC J71t, 1978.

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Amendment 3 Q3-7-1 June 1979

NYSERG ER CUESTION 8 NRC LETTER April 23, 1979 What is the reason for using 3 cycles of concentration in drift calculations instead of the more critical 6 cycles of concentration?

RESF01 tL The cooling tower environmental impact model ENVIRN has been designed to estimate long-term average drift impacts and not to predict transient conditions. The cooling tover salt deposition and drift values presented in ER Section 3.1.4 are based upon average cooling tower operating characteristics and a 1-year onsite meteorological data base. The cooling tower makeup water concentration using thrae cycles reflects the long-term average concentration. Therefore, to estimate the long-term average ecoling tower drift impacts, three cycles of concentration in the makeup water have been considered appropriate to use as model input instead of the six-cycle transient value.

SCEb ?3 Amendment 3 Q3-8-1 June 1979

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h"_'? " 8 G E R OUESTION 1 NRC LETTER May 25, 1979 Are there other public utility water users on the Mohawk afver? Have '. hey experienced difficulties with relying on their water use permit?

RESPONSE

To the Applicant's knowledge, there are no public utility water users on the Mohawk River.

Amendment 3 Q4-1-1 ,

June 1979

NYSEL3 ER OUESTION 2 TRC I.ETTER Hay 25, 1979 Have other industrial permittees on the Mohawk experienced difficulties with their permits because of the revocability of those permits?

RESPONS';

In general, the New York State Department of Transportation (DOT) does not grant permits for consumptive water use. The water use permits that they have branted are for a specified amount of water withdcaval, all of which is assumed to return to the river eventually. To the Applicant's knowledge, none of these permits have been revoked for their effect on flows or water level.

Amendment 3 Q4-2-1 June 1979

NYSE&G ER OUISTIONS 3 AND 4 NRC LETTER May 25, 1979 Uhat information is available from either historic flow rates or historic navieation needs which would indicate a real risk of permit revocacion?

Do you expect that such revocations woul; be temporary? Hov frequently and for what length of time do you estimace such revocations would occur?

2(SFONSE The Department of Transportation (DOT) has stated that if the flow in the Mohawk fallr to 610-650 cfs, they begin to have problems with ware- levels.

Data at Little Falls, N.Y., indicate that a 1-day lov flow of 570 cfs has a recurrence interval of 5 years, a 7-day low flow of 610 cfs has a recurrence interval of 10 years, and a 30-day low flow of 640 cfs has a recurrence interval of 20 years. Thus, for the length of time and at the recurrence intervals given, there vill be a marginal amount of flow for navigation.

A power station, such as the one pccposed for New Haven, would consume approximately 66 cfs under vorst case meteorological conditions. Uith this consumptive use, a flow of approximately 676-716 cfs will be required to meet nav_gation needs. The recurr- r inter'ca) tor lov flows in the 676-716 cfs range would be approximately 2 yeirs for the 1-day lov flow, approximately 3-5 years for the 7-day lov frov, and approximately 7-11 years for the 30-day lov flow.

Amendment 3 Q4-334-1 [5($[kb '>

/ June 1979

NYSERG ER OUESTION 5 NRC LETTER May 25, 1979 Who could undertake efforts to reduce ?eakage from the locks? In what manner (generally)7 At what cost (generally)?

RESPONSE

The locks and dans on the Mohawk are under the jucisdiction of the Departmen':

of Transportation. The Applicant has no information on the costs involved o' the methods which could be used in reducing leakage from the locks and dams.

5G502%

Amendment 3 Q4-5-1 June 1979

NYSE8G ER OUESTION 6 NRC LETTER May 25, 1979 What inquiries have you made into potential agreements and/or other provisions for Department of Transportation releases from the reservoir during periods of lov flow? What indication do you have of the likelihood that circumstances would exist during plant operation that would prevent such releases sufficient to avoid tavocation of an electric utility's water use permit?

PESp0NSE The Applicant and its consultant have discussed with the Department of Transportation (DOT) several schemes of flow augmentation including the possible expansion of Hinckley Reservoir, changes in the operation of Hinckley Reservoir, and building a reservoir solely for plant water needs.

Department of Transportation policy states that regardless of thu flow augmentatien scheme used, navigation needs are the primary concern and all other concerns are secondary. In addition, regardless of any agreements made with the Dor, they cannot issue an irrevocable water use permit. The revocable permit which the DOT could issue might be revoked in times of lov flev due to a lack of surplus water. The risks assceiated with developing a multi-billion dollar power plant on a water body where the permit for water supply could be revoked for reasons not under control of the owner of the plant were not acceptable. This is especially true considering there are other available sites not subject to such conditions.

Amendment 3 Q4-6-1 June 1979

NYSE1G ER REVISED OUESTION 1 NRC LETTER April 23, 1979 (Formerly Question 21, NRC Letter March 12, 1979)

1. Using the estimated impact region (see Section 8.1.2.5), the Applicant should provide a breakdown of estimated procurement expenditures that vill be spent during the construction period. This information should indicate the year in which the expenditure vill be made and the four-digit industry code (Standard Industrial Classification Manual) for each expenditure category. This submission should also indicate the year the dollars are expressed in and the escalation rates applied to each category.

RESPONSE

Table RQl-1 provides a breakdown of estimated procurement expenditures that vill be spent during the construction period.

oY Amendment 3 RQl-1 [5(5[5hNE3E0 June 1979

TABLE RQl-1 REGIONAL ESTIMATED MATERIAL ?ROCUREMENT NEW HAVEN UNITS 1 AND 2

($1,000's)

Code Title 1982 1983 1984 1985 1996 1987 1998 1990 1991 12H2 057 Fuel and Related 225 275 445 455 410 290 275 140 85 15 Products 062 Paint and Paint - - -

10 30 1,435 1,385 1,485 1,410 -

Material 080 Lumber and Wood 30 155 325 725 735 605 450 20 10 5 Products 090 Pulp, Paper and Allied 70 90 145 150 135 120 90 45 30 5 Products 101 Iron and 9 teel 445 360 945 1,240 1,845 1,580 1,925 860 555 15 104 Hardwar 120 150 240 243 220 160 150 75 45 10 g3 105 Plumbi , Fixtures - - - -

55 80 100 80 45 -

CD 107 295 245 630 Fabrication Structural 830 1,230 1,050 1,285 565 365 10 CU Metal Products C

3Q gp 117 Electrical Machinery - -

205 500 880 1,505 950 1,615 265 75

,, and Equipment 120 Furniture 430 575 865 925 835 705 630 480 225 105 130 Non-Metalic Products 30 490 2,905 4,665 7,940 8,960 5,880 7,530 770 2,110 140 Transportation Equipment 120 150 245 250 290 165 150 80 50 10 Unallocated Construction 1,200 1,500 2,425 2,470 2,230 1,615 1,495 760 465 80 Support Material TOTAL 2,965 3,990 9,375 12,465 16,835 18,270 14,765 13,735 4,320 2,440 NOTES:

1. The above material dollars are escalated at the rate of 3.4 percent in 1978 and 1979 and 1.9 percent thereafner.

2. Base year for all dollars is January 1, 1978

3. BLS-SIC source document is the Producer Prices and Price Indexes, Catalog No. L53-140 Amendment 3 1 of 1 June 1979

NYSE4G REVISED OUESTION 2 (Tormerly Question 22, NRC Letter, March 12, 1979)

The Applicant should provide a breakdown of the payroll for direct employment for each year of construction within the estimated impact region. Indicate whether the dollar amounts are current or deflated. Provide the year dollars are deflated to and supply the relevant escalation rates applied to labor Costs.

RESPONSE

Refer to Table 8.1-11, New Haven-Nuclear, for the response to this question.

Total payroll is provided in current dollars and 1991 dollars. Escalation rates are provided in Table 8.2-1, New Haven-Nuclear.

Amendment 3 RQ2-1 {y }{l. June 1979 GG5 W

NY9E6G ER NEW HAVEN-NUCLF.AR INSERTION INSTRUCTIONS FOR AMENDFE!TP 3 Remove old pages and insert Amendment 3 pages as instructed below (amendment pages bear the amendment number and date at the foot of the page).

Vertical bars (change bars) have been placed in the outside margins of revised text pages and tables to show the location of any technical chunjes originating with this amendment. Sczne pages bear a new amendment designation, but no change bars, because revisions on other pages in that section caused a text shift. A few unrevised pages hav9 been reprinted because they f all within a run of closely spaced revised pages. No change bars are used on figures or on new sections, appendices, questions and responses, etc. Change bars from previous amendments have been deleted on pages revised by this amendment.

Transmittal letters along with these insertion instructions should either be filed or entered in Volume I of Part I, in front of any existing letters, instructions, distribution lists, etc.

LEGEND Remove / Insert Columns Entries beginning with "T" or "F " designate table or figure numbers, respectively. All other entries are page numbers:

T2.3-14 = Table 2.3-14 FGS-3 = Figure GS-3 2.1-9 = Page 2.1-9 EP2-1 = Page EP2-1 vii = Page vii Pages printed back to back are indicated by a "/":

1.2-5/6 = Page 1.2-5 backed by Page 1.2-6 T2.3-14 (5 of 5) /15 (1 of 3) = Table 2.3-14, sheet ,

of 5, backed by Table 2.3-15, sheet 1 of 3 Location Column Ch = Chapter, V = Volume, S = Section, Ap = Appendix Remove In7ert Location PART I, VOLUME 1 EP2 -1 thru - 11 EP2-1 thru -11 after Ch2 tab 2.1-vii/ blank 2.1-vii/-viii S2.1 2.1-29 thru -36 2.1-29 thru -36 T2.1-47 (1 of 1) /T2.1-4 8 (1 of 1) T2.1-47 (1 of 1) /T2.1-48 (1 cf 1)

F2.1-19 thru F2.1-22 F2.1-19 thru F2.1-26 PART I, VOLUME 2 2.2-15/-16 2.2-1S/-16 S2.2 2.2-163/-164 2.2-163 thru -164a 2.2-189 thru -190a 2.2-189 thru -190a 2.2-237 the. -238a 2.2-237/-238 ,,,$) g T2.2-232/ blank T2.2-232/ blank (hO 3

(.> L *

OlID

((dd Amendment 3 {g[N 1 of 3 June 1979

NYSESG ER NEW llAVEh -NUCIJJsR Remove _

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PART I, VOLUME 6 T3.6-1 (1/2 of ') T3.6-1 (1/2 of 2) S3.6 T3.6-3 (1/2 of 2) T3.6-3 (1/2 of 2)

T3.6-6/ blank T3.6-6/ blank F3.6-3 F 3 . 6 -3 None F3.6-5 3.7-1/-2 3.7-1/-2 S3.7 T3.7-1/-2 (1 of 1) T3.7-1/-2 (1 of 2)

T3.7-2 (2 of 2)/ blank None T3.7-3 (1 of 1)/ blank EP4-1/-2 EP 4 .1- 1/-2 after Ch4 tab 4-i thru -vii 4-i thru -vii 4.1-2a 4.1-3 thru -6 4.1-3 thru -6d S4.1 4.1-31/-32 4.1-31/-32 4.1-35 thru -38c 4.1-35 thru -38d 4.1-61 thru -67 4.1-61 thru -69 T4 .1- 1/- 2 T4.1-1/-2 T4.1-15/ blank T4.1-15/-16

v None F4.1-13 y

4.5-1 thru -4a 4.5-1 thru -4a S4.5 034 Amendment 3 2 of 3 GG5&se June 1979

NYSEGG ER NEW HAVEN-NUCLEAR Remove Insert Lrcation PART I, VOLUME 7 EF ,-1/-2 EP5-1/-2 after Ch5 tab 5-1 thru iv 5-i thru -iv 5.1-27/-28 5.1-27/-28 SS.1 T5.1-23(1 of 1) / blank T5.1-23 (1/2 of 2) 5.2-17/-19 5.2-17/-18 SS.2 TS.2-25/ blank T5.2-25/ blank EP6-1/-2 EP 6-1/-2 af ter Ch6 ted 6-1 th u -iv 6-1 thru iv 6.2-1/-2 6.2-1/-2 S6.2 EP7-1/ blank EP7-1/ blank after Ch7 tab 7.3-1/-2 7.3-1/-2 S7.3 T7.3-1/ blank T7.3-1/ blank EP8-1/ blank EP8-1/ blank after Ch8 tab 8-i/-ii 8-1/-11 8.2-7/-8 8.2-7 thru -Ba S8.2 PART I, VOLUME 14 EP3.5B-1/ blank EP3.53-1/ blank after Ap 3.5B tah T3.5B-1 thru -4 T3.58-1 thru -4 Ap 3.5B EPS.2A-1/ blank EPS . 2A-1/bla nk after Ap 5.2A tab T5.1A-2(1/2 of 4) T5.2A-2 (1/2 of 4) Ap 5.2A EP5.3A-1/ blank EPS.3A-1/ blank after Ap 5.3A tab Series 001 II-1/-2 Series 001 II-1/-2 Ap 5.3A Series 002 II-1/-2 Series 002 II-1/-2 Series 002 II-5/-6 Series 002 II-5/-6 Series 002 II-9/ blank Series OL2 II-9/ blank Series 003 II-1/-2 Series 003 II-1/-2 ON 5G5&es Amendment 3 3 of 3 June 1979

NYSEGG LR NEW llAVEN-NUCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Paje, Table (T), or Amendment Figure (F) Number 2.1-1 thru 2.1-v 1 2.1-vii/-viii 3 2.1-1 thru 2.1-6 0 2.1-7 thru 2.1-14a 2 2.1-15 thru 2.1-20 0 2.1-21 thru 2.1-27 0 2.1-28 1 2.1-29 thru 2.1-36 3 T2.1-1 (1 of 1) 0 T2.1-2 (1 of 1) 0 T2.1-3 (1 of i) 0 T2.1-4 (1 of 1) 0 T2.1-5 (1 of 1) 0 T2.1-6 (1 of 1) 0 T2.1-7 (1 of 1) 0 T2.1-8 (1 of 1) 0 T2.1-9 (1 of 1) 0 T2.1-10 (1 of 1) 0 T2.1-11 (1 of 1) 0 T2.1- 12 (1 of 1) O m2 $_a3 ; c' 1) 0 T2.1-14 (1 of 1; O T2.1-15 (1 of 1) 0 T2.1-16(1 of 1) 0 T2.1-17 (1 of 1) 0 T2.1-18 (1 of 1) 0 T2.1-19 (1 of 1) 0 T2.1-20 (1 of 3 thru 3 of 3) 0 T2.1-21 (1 of 1) 2 T2.1-22 (1 of 1) 0 T2.1-2 3 (1 of 2 thru 2 of 2) 1 T2.1-2 3A (1 of 1) 1 T2.1-24(1 ot 2 thru 2 of 2) 0 T2.1-24A (1 of 2 thru 2 of 2) 1 T2.1-25 (1 of 1) 0 T2.1- 26 (1 of 9 thru 9 of 9) 0 T2.1-27 (1 of 2 thru 2 oi 2) 0 T.2.1-27A (1 of 2 thru 2 of 2) 2 T2.1-28 (1 of 2 thru 2 of 2) 0 T2.1-29 (1 of 1) 0 T2.1-30 (1 of 1) 0 T2.1-31 (1 of 4 thru 4 of 4) O T2.1-32 (1 of 3 thru 3 of 3) 0 T2.1-33 (1 of 1) 0 T2.1-34 (1 of 1) 1 34 , ,, cy s T2.1-35 (1 of 1) 1t 1 g3 seg ,33 q :, ,i T2.1-36 (1 of 1) 0 f[G ',#

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INSESG ER NEW HAVEN Page, Table (T) , or 7,1endment Fiqure (F) Number T2.1-48 (1 of 1) 3 F2.1-1 thru 2.1-6 0 F2.1-6A 1 F2.1-7 thru 2.1- 9 0 F2.1-9A 2 F2.1-16 1 F2.1-17 thru 2.1-18 0 F2.1-19 thru 2.1-26 3 2.2-i thru 2.2-iil 1 2.2-iv 2 2.2 r thru 2.2-xxix 1 2.2-1 thru 2.2-15 0 2.2-16 3 2.2-17 thru 2.2-36 0 2.2-37 thru 2.2-38 1 2.2-39 thru 2.2-84 0 2.2-85 thru 2.2-86a 1 2.2-87 thru 2.2-99 0 2.2-100 thru 2.2-100a 1 2.2-101 thru 2.2-111 0 2.2-112 thru 2.2-112a 1 2.2-113 thru 2.2-132 0 2.2-133 thru 2.2-134b 1 2.2-135 thru 2.2-150 0 2.2-151 thru 2.2-152b 1 2.2-153 thru 2.2-162 0 2.2-163 thru 2-164a 3 2.2-165 thru . 2-180 0 2.2-181 thru 2.2-188 1 2.2-189 1 2.2-190 thru 2.2-190a 3 2.2-191 thru 2.2-192 1 2.2-193 0 2.2-194 thru 2.2-198 1 2.2-199 thru 2.2-200 0 2.2-201 thru 2.2-208a 1 2.2-209 thru 2.2-219 0 2.2-220 thru 2.2-220a 1 2.2-221 thru 2.2-223 G 2.2-224 thru 2.2-224a 1 2.2-225 thru 2.2-232 0 2.2-233 thru 2.2-234a 1 2.2-735 thru 2.2-236 0 2.2-237 thrn 0.2-238 3 2.2-239 turu e.2-242 0 T2.2-1(1 of 2 thru 2 of 2) 0 T2.2-2 (1 of 5 thru 5 of 5) 0 T2.2-3 (1 of 1) 0 T2.2-u (1 of 1) 0 T2.2-5 (1 of 1) 0 T2.2-6 (1 of 2 thru 2 of 2) 0 T2.2-7 (1 of 2 thru 2 of 2) 0 T2.2-8 (I of 1) 0 T2.2-9 (1 of 11 thru 11 of 11) 0 T2.2-10 (1 of 1) 0 T2.2-11(1 of 1) 0 T2.2-12 (1 of 1) 0 T2.2-13 (1 of 1) 0 T2.2-14 (1 of 1) 0 T2.2-15 (1 of 1) 0 Q T2.2-16 (1 of 1) O h T2.2-17(1 of 1) 0 c ,, r_ ,, ,s ,,

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NYSELG ER NEW llAVEN Page, Table (T) , or Amendment Fiqure (F) thimber T2.2-81 (1 of 1) 0 T2.2-82 (1 of 1) 0 T2.2-83 (1 of 1) 0 T2. 2-8 4 (1 of 1) 0 T2.2-85 (1 of *) 0 T2.2-B o (1 of 1) 0 T2.2-87 (1 of 1) 0 T2.2-88 (1 of 1) 0 T2.2-89 (1 of 1) 0 T2.2-90 (1 of 1) 0 T2.2-91 (1 of 1) 0 T2.2-92 (1 of 1) 0 T2.2-S3 (1 of 1) 0 T2.2-94 (1 of 1) 0 T2.2-95 (1 of 1) 0 T2.2-96 (1 of 1) 0 T2.2-97 (1 or 1) 0 T2.2-98 (1 or 1) 0 T2.2-99 (1 of 1) 0 T2.2-100 (1 or 1) 0 T2.2-101(1 of 1) 0 T2.2-102 (1 of 1) 0 T2.2- 103 (1 of 1) 0 T2.2-104 (1 of 1) 0 T2.2-105 (1 of 1) 0 T2.2-106 (1 or 1) 0 T2.2-107 (1 of 1) 0 T2.2-108 (1 of 1) 0 T2.2-109 (1 of 1) 0 T2.2-110 (1 of 2 thru 2 of 2) 0 T2.2-111(1 of 2 thru 2 of 2) 0 T2.2-112 (1 of 2 thru 2 of 2; O T2.2-113 (1 of 2 thru 2 of 2) 0 T2.2-114 (1 ot 10 thru 10 of 10) 0 T2.2-115 (1 of 11 thru 11 of 11) 0 T2.2-116 (1 of 7 thru 7 ot 7) 0 T2.2-117 (1 of 9 thru 9 of 9) 0 T2.2-118 (1 or 7 thru 7 of 7) 0 T2.2-119 (1 of 10 thru 10 of 10) 0 T2.2-120 (1 ot 1) 0 (I} ' ,7 T2.2-121 (1 of 2 thru 2 of 2) 0 i - s T2.2-122 (1 of 1) 0

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NYSESG ER NLM ltAVEN Page, Tible (T) , or Amendment Fiqure () Number T2.2-270 (1 of 1) 0 T2.2-271(1 of 1) 0 T2,2-272 (1 of 1) 0 T2.2-273 (1 or 2 thru 2 of 2) 0 T2.2-274 (1 of 1) 0 T2.2-275 (1 of 1) 0 T2.2-276(1 of 1) 0 T2.2-277 (1 of 7 thru 7 of 7) 0 T2.2-278 (1 of 1) 0 T2.2-279(1 of 3 thru 3 of 3) 0 T2.2-280 (1 of 1) 0 T2.2-281(1 of 2 thru 2 of 2) 1 T2.2-282 (1 of 1) 0 T2.2-283(1 of 1) 0 T2.2-294 (1 of 1) 0 T2.2-285 (1 of 1) C T2.2-286 (1 of 1) 0

"',2-1 1 F2.2-2 thru 2.2-04 0 F2.2-85 2 F2.2-86 thru 2.2-87 0 F2.2-88 2 F2.2-89 thru 2.2-107 0 2.3-1 thru 2.3-xi 1 2.3-xili 1 2.3-1 0 2.3-2 thru 2.3-2a 1 2.3-3 thru 2.3-14 0 2.3-15 0 2.3-16 thru 2.3-16a 1 2.3-17 thru 2.3-26 0 2.3-27 thru 2.3-28 1 2.3-29 thru 2.3-34 0 T2.3-1 (1 of 2 thru 2 of 2) 0 T2.3-2 (1 of 1) 0 T2.3-3(1 of 1) 0 T2.3-4 (1 of 1) 0 T2.3-5 (1 of 1) 0 T2.3-6 (1 of 1) 0 T2.3-7 (1 of 1) 0 T2.3-8 (1 of 1) 0 T2.3-9 (1 of 1) 0 T2.3-10 (1 of 1) 0 T2.3-11 (1 of 1) 0 T2.3-12 (1 of 1) 0 T2.3-13(1 of 1) 0 T2.3-14 (1 of 1) 0 T2.3-15 (1 or 1) 0 T2.3-16 (1 of 1) 0 T2.3-17 [3 pf,1) 0 T2.3-18 1 rott 1). q T2.3-19 iti6f 1)* .'

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NYSE6G ER NEW llAVEN Page, Table (T) , or Amendment Figure (F) Number T2.3-30 (1 of 1) 0 T2.3-31 (1 of 1) 0 T2.3-32 (1 of 1) 0 T2.3-33 (1 of 1) 0 T2.3-34 (1 of 1) 0 T2.3-35(1 of 1) 0 T2. 3-36 (1 of 1) 0 T2.3-37 (1 or 1) 0 T2.3-38 (1 of 1) 0 T2.3-39 (1 of 1) 0 T2.3-40 (1 of 1) 0 T2.3-41(1 of 1) 0 T2.3-42 (1 of 1) 0 T2.3-43 (1 of 1) 0 T2.3-44 (1 of 1) 0 T2.3-45 (1 of 1) 0 T2.3-46 (1 of 1) 0 T2.3-47 (1 of 1) 0 T2.3-48 (1 of 1) 0 T2.3-49 (1 of 1) 0 T2.3-50 (1 of 1) 0 T2.3-51(1 of 1) 0 T2. 3-52 (1 or 1) 0 T2.3-53 (1 of 1) 0 T2.3-54 (1 or 1) 0 T2.3-55 (1 of 1) 0 T2.3-56 (1 of 1) 0 T2.3-57 (1 of 1) 0 T2.3-5 8 (1 of 1) 0 T2.3-59 (1 of 1) 0 T2.3-60 (1 or 1) 0 T2.3-61 (1 of 1) 0 T2.3-62 (1 of 1) 0 T2.3-63 (1 of 1) 0 T2.3-64 (1 of 1) 0 T2.3-65 (1 of 1) 0 T2.3-66 (1 of 1) 0 g' T2.3-67 (1 of 1) 0 j*t;T).;I'} T2. 3-68 (1 of 1) 0

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NYSE6G ER NEW HAVEN Page, Table (T) , o r Amendment Fiqure (F) Number T2.3-93 (1 of 7 thru 7 of 7) 0 T2.3-94 (1 of 1) 0 T2.3-95 (1 or 1) 0 T2.3-96 (1 of 1) 0 T2.3-97 (1 of 1) 0 T2.3-98 (1 of 1) 0 T2.3-99 (1 of 1) 0 T2.3-100(1 of 1) 0 T2.3-101 (1 of 1) 0 T2.3-102 (1 of 1) 0 T2.3-103 (1 of 1) 0 T2.3-104 (1 of 1) 0 T2.3-105 (1 of 1) 0 T2.3-10t (1 of 1) 0 T2.3-101 (1 of 1) 0 T2.3-108(1 ot 1) 0 T2.3-:09 (1 of 1) 0 T2.3-110 (1 of 1) 0 T2.3-111(1 of 1) 0 T2.3-112 (1 of 1) 0 T2.3-113(1 of 1) 0 T2. 3-114 (1 of 1) 0 T2.3-115 (1 of In 0 T2.3-116(1 of 1, O T2.3-11711 of 1) 0 T2.3-118(1 of 1) 0 T2.3-119(1 ot 1) 0 T2.3-120 (1 of 1) 0 T2.3-121(1 of 1) 0 T2.3-121 % (1 of 1) 1 T2.3-122(1 of 1) 0 T2.3-123 (1 of 1) 0 T2.3-124 (1 of 1) 0 T2.3-125 [1 of 1) 0 T2.3-126 (1 of 1) 0 T2.3- 121 (1 of 1) 0 T2.3-128 (1 of 1) 0 T2.3-12t (1 of 1) 0 T2.3-13C(1 of 1) 0 F2.3-1 t hru 2.3-14 0 2.4-1 tl.ru 2.4-vii 1 2.4-1 thru 2.4-6 0 2 . 4 -7 1 2.4-8 tnru 2.4-30 0 2.4-31 1 2.4-32 thru 2.4-32a 3 2.4-33 thru 2.4-36 1 2.4-36a 3 2.4-37 thru 2.4-43 0 2.4-44 1 2.4-45 thru 2.4-52 0 T2.4-1(1 of 1) 0 T2.4-2 (1 of 1) 0 T2.4-3 (1 of 1) 0 T2 4-4(1,of 1) O T2 '(1.;of 6 thru 6 of 6) , 'l[3 F0 T2 j .

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NYSEGG ER NEW HAVEN Page, Table (T), or Amendment Figure [F) Number T2.4-12 (1 of 1) 0 T2.4-13 (1 of 1) 0 T2.4-14 (1 of 2 thru 2 of 2) 0 T2.4-15 (1 of 3 thru 3 of 3) 0 T2.4-16 (1 of 2 thru 2 of 2) 0 T2.4-17 (1 of 1) 0 T2.4-18 (1 of 1) 0 T2.4-19 (1 of 1) 0 T2.4-20 (1 of 1) 0 T2.4-21(1 of 1) 0 T2.4-22 (1 of 4 thru 4 of 4) 0 T2.4-2 3 (1 of 1) 0 T2.4-24 (1 of 1) 1 T2.4-25 (1 of 1) 1 F2.4-1 thru 2.4-2 0 F2.4-3 1 F2.4-4 thru 2.4-6 0 F2.4-7 3 F2.4-8 thru 2.4-11 0 F2.4-12 thru 2.4-13 3 F2.4-14 thru 2.4-62 0 F2.4-63 1 2.5-1 thru 2.5-v 1 2.5-vii thru 2.5-ix 1 2.5-0 0 2.5-1 thru 2.5-18d 1 2.5-19 thru 2.5-20 0 2.5-21 1 2.5-22 thru 2.5-24 0 2.5-25 thru 2.5-34a 1 2.5-35 thru 2.5-39 0 2.5-4 0 thru 2.5-4 6a 1 2.5-47 thru 2.5-49 0 2.5-50 thru 2.5-52 1 2.5-53 thru 2.5-74 0 2.5-75 1 2.5-76 -76c 2 2.5-77,144 . r10 4 1 2.5-104h 1 2.5-104b t i ,y ;h'i ') " dis 5-104'c 2 2.5-105 thru Xi$gj 58 ' -

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NYSE&G ER NEW IIAVEN Page, Table (T), or Amendment Fiqure (P) Number F2.5-15 thru 2.5-48 0 F2.5-4 9 thru 2.5-62 1 F2.5-63 0 F2.5-64 1 F2.5-65 thru 2.5-66 0 F2.5-67 thru 2.5-69 2 2.6-1 2 2.6-111 1 2.6-1 thru 2.6-2 0 2.6-3 thru 2.6-4a 3 2.6-5 thru 2.6-b 1 2.6-7 thru 2.6-10 2 F2.6-1 thru 2.6-16 0 2.7-i 1 2.7-111 1

2. 7 -v 1 2.7-1 thru 2.7-5 0 T2.7-1 (1 of 2 thru 2 of 2) 0

'?2.7-2 (1 of 2 thru 2 of 2) 0 T2.7-3 (1 of 2 thru 2 of 2) 0 F2.7-1 thru 2.7-10 0 2.8-1 1 2.8-111 1 2.8-v 1 2.8-1 thru 2.8-4 0 T2.8-1(1 of 1) 0 T2.8-2 (1 of 2 thru 2 of 2) 0 T2.8 -3 (1 of 1) 0 T2.8-4 (1 of 1) 0 T2.8-5(1 of 3 thru 3 of 3) 0 T2.8-6(1 of 1) 0 T2.8-7 (1 of 1) 0 F2.8-1 thru 2.8-3 0

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NYSESG ER NEW 11AVEN-NUCLEAR LIST OF EFFECTTVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Fiqure (F) Number 3-1 thru 3i11 0 3-v thru 3-vii 3 3-ix thru 3-rv 0 3.1-1 thru 3.1-2 3 T3.1-1 3 T3.1-2 3 T3.1-3 3 F3.1-1 0 F3.1-2 1 F3.1-3 thru F3.1-3A 1 F3.1-4 0 F3.1-5 thru F3.1-14 0 F3.1-15 thru F3.1-15B 1 3.2-1 thru 3.2-2 0 T3.2-1(1 of 1) 0 T3.2-2 (1 of 1) 0 T3.2-3 (1 of 1) 0 T3.2-4 (1 of 1) 0 T3.2-5 (1 of 1) 0 F3.2-1 thru 3.2-3 0 3.3-1 thru 3.3-2 0 T3.3-1(1 of 2 thru 2 of 2) 0 T3.3-2 (1 of 1) 0 F3.3-1 0 Title Page 0 3.4-1 thru 3.4-7 0 T3.4-1(1 of 2 thru 2 of 2) 0 0

T3.4-2 (1 of 1)

T3.4-3 (1 of 2) 0 T3.4-3 (2 of 2) 0 T3.4-4 (1 of 1) 0 T3.u-5 (1 of 1) 0 T3.4-6 (1 of 1) 0 F3.4-1 thru 3.4-6 0 3.5-1 thru 3.5-10 0 T3.5-1 (1 of 1) 0 TT.5-2 (1 of 3 thru 3 of 3) 0 T3.5-3 (1 of 2) 0 T3.5-3 (2 of 2) 1 T3.5-4 (1 of 1) 0 T3.5-5 (1 of 2 thru 2 of 2) 0 0

T3.5-6 (1 of 1)

T3.5-7 (1 of 2 thru 2 of 2) 0 T3.5-8 (1 of 2 thru 2 of 2) 0 0

T3.5-9 (1 of 1)

T3.5-10 (1 of 1) 0 T3.5-11(1 of 1) 0 F3. 5-1 thru 3.5-26 0

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NYSEGG ER NEW IlfVEN-NUCLEAR Page, Table (T), or Amendment Fiqure (F) Num ber T3.6-5 (1 of 2 thru 2 of 2) 0 T3.6-6 (1 of 1) 3 F3.6-1 thru 3.6-2 0 F3.6-3 3 F3.6-4 0 F3.6-5 3 3.7-1 0 3.7-2 3 T3,7-1 (1 of 1) 3 T3.7-2 (1 of 2 thru 2 of 2) 3 T3.7-3 3 F3.7-1 0 3.8-1 0 3.9-1 thru 3.9-37 0 T3.9-1(1 of 1) 0 T3.9-2 (1 of 1) 0 T3.9-3 (1 of 3 thru 3 or 3) 0 T3.9-4 (1 of 1) 0 T3.9-5 (1 of 4 thru 4 of 4) 0 T3.9-6 (1 of 2 thru 2 of 2) 0 T3.9-7 (1 of 2 thru 2 of 2) 0 T3.9-8 (1 of 8 thru 8 ot 8) 1 T3.9-9 ( ' of 2 and 2 of 2) 0 T3.9-10 (1 of 1) 0 T3.9-11(1 of 1) 0 F3.9-1 thru 3.9-72 0 I f l $U d#wJihudEniL

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NYSEGG ER NEW ILAVEN-NUCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Page, Table (?) , or Amendment Fiqure (F) Number 4-1 thru 4-iv 3 4-v thru 4-vi 3 4-vii 3 4.1-1 0 4.1-2 0 4.1-2a 1 4.1-3 thru 4.1~6d 3 4.1-7 thru 4.1-10 1 4.1-11 thru 4.1-12 2 4.1-12a 1 4.1-13 thru 4.1-17 0 4.1-18 0 4.1-19 1 4.1-20 thru 4.1-30 0 4.1-31 3 4.1-32 0 4.1-33 thru 4.1-35 1 4.1-36 thru 4.1-38d 3 4.1-39 thru 4.1-61 0 4.1-62 thru 4.1-69 3 T4.1-1 (1 of 1) 3 T4.1-2 (1 of 1) 3 T4.1-3 (1 of 1) 0 T4.1-4 (1 of 2 thru 2 of 2) 0 T4.1-5 (1 of 1) 0 T4.1-6 (1 of 1) 0 T4.1-7 (1 of 2 thru 2 of 2) 0 T4.1-8 (1 of 2 thru 2 of 2) 0 T4.1-9 (1 of 1) 0 T4.1-10 (1 of 1) 1 T4.1-11(1 of 2 thru 2 of 2) 1 T4.1-12 (1 of 1) 0 T4.1-13 (1 of 2 thru 2 of 2) 0 T4.1-14 (1 of 3 thru 3 of 3) 0 T4.1-15 (1 of 1) 1 T4.1-16 (1 of 1) 3 F4.1-1 thru F4.1-2 0 F4.1-3 1 F4.1-4 thru F4.1-10 0 F4.1-11 thru P.1-12 1 4.2-1 thru 4.2-30 0 T4.2-1(1 of 2 thru 2 of 2) 0 T4.2-2 (1 of 3 thru 3 of 3) 0 T4.2-3 (1 of 1) 0 F4.2-1 thru F4.2-5 0 4.3-1 .- 0 4.3-2

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NYSE6G Ek NEW }}AyEN-NUCLEAR Page, Table (T), or hegg Figure (F) Numbe~r T4.5-2 (2 of 2) y T4.5-3 (1 of 13 0 4.6-1 0 F4.6-1 0 0

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NYSE&G En 1G.W HAVEN-NUCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Fiqure (P) Nttmber Title Page 0 5-1 thru 5-iv 3 5-v thru 5-ix 0 5-x thru 5-xli 0 5.1-1 thru 5.1-26 0 5.1-27 thru 5.1-28 3 5.1-29 thru 5.1-34 0 5.1-35 thru 'a.1-44a 1 5.1-45 thlu 5.1-67 0 T5,1-1 (1 of 1) 0 T5.1-2 (1 of 1) 0 TS.1-3 (1 of 1) 0 T5.1-4 (1 of 1) 0 TS.1-5(1 of 1) 0 TS.1-6 (1 of 1) 0 T5.1-7 (1 of 1) 0 T5.1-8 (1 of 1) 0 T5.1-9 (1 of 1) 0 T5.1-10 (1 of 1) 0 T5.1-11(1 of 1) 0 T5.1-12 (1 of 6 thru 6 of 6) 0 TS.1-13(1 of 5 thru 5 of 5) 0 T5.1-14 (1 of 4 thru 4 of 4) 0 T5.1-15(1 oi 1) 0 T5.1-16 (1 of 2 thru 2 of 2) 0 T5.1-17 (1 of 1) 0 T5.1-18 (1 of 1) 0 T5.1-19 (1 of 1) 0 TS.1-20 (1 of 1) 0 TS.1-21(1 of 1) 0 T5.1-22 (1 of 1) 0 T5.1-23 (1 of 2 thru 2 of 2) 3 T5.1-24 (1 of 1) 0 T5.1-25 (1 of 3 thru 3 of 3) 0 T5.1-26 (1 of 4 thru 4 of 4) 0 T5.1-27 (1 of 1) 1 T5.1-28 (1 of 1) 0 T5.1-29 (1 of 2 thru 2 of 2) 0 T5.1-30 (1 of 4 thru 4 of 4) 0 T5.1-31(1 of 3 thru 3 of 3) 0 T5.1-32 (1 of 1) 1 T5.1-33(1 of 4 thru 4 of 4) 0 T5.1-34 (1 of 1) 0 T5.1-35 (1 of 2 thru 2 of 2) 0 T5.1-36 (1 of 3 thru 3 of 3) 0 T5.1-37 (1 of 3 thru 3 of 3) 0 TS.1-38 (1 of 1) 0 T5.1-39 (1 of 2 thru 2 of 2) 0 T5.1-40 (1 of 2 thru 2 of 2) 0 T5.1-41 (1 of 2 thru 2 of 2) [ ^ fw, O T5.1-42 (1 of 1) /:

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NYSESG ER NEW HAVEN-NUCLEAR LIST OF EFFECTTVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Figure (F) thrnbar 6-1 thru 6-iv 3 6-v thru 6-vii 0 6-ix thru 6-x 0 6.1-1 thru 6.1-7 0 6.1-8 thru 6.?-8a 1 6.1-9 thru 6.1-49 0 6.1-50 thru 6.1-58b 1 6.1-58c 2 6.1-59 thru 6.1-81 0 6.1-82 2 6.1-A3 2 6.1-84 thru 6.1-85 0 6.1-86 thru 6.1-86a 2 6.1-87 thru 6.1-95 0 6.1-96 2 6.1-97 2 6.1-98 thru 6.1-134 0 6.1-135 thru b.1-1404 1 6.1-141 thru 6.1-159 0 6.1-160 1 T6.1-1 (1 of 1) 0 T6.1-2 (1 of 1) 0 T6.1-3 (1 of 2 thru 2 of 2) 0 T6.1-4 (1 of 1) 0 T6.1-5 (1 of 2 thru 2 of 2) 0 T6.1-6 (1 of 5 thru 5 of 5) 0 T6.1-7 (1 of 1) 0 T6.1-8 (1 of 2 thru 2 of 2) 0 T6.1-9 (1 of 2 thru 2 of 2) 0 T6.1-10 (1 of 1) 0 T6.1-11 (1 of 9 thru 9 of 9) 0 T6.1-12 (1 of 1) 0 T6.1-13 (1 of 1) 0 T6.1-14 (1 of 1) 0 T6.1-15 (1 of 1) 0 T6.1-16 (1 of 2 thru 2 of 2) 0 T6.1-17 (1 of 1) 0 T6.1-18 (1 of 1) 0 T6.1-19 (1 of 1) 0 T6.1-20 (? of 1) 0 T6.1-21(1 of 1) 0 T6.1-22 (1 of 1) 0 T6.1-22A (1 of 1) 1 T6.1-22B (1 of 1) 1 T6.1-23 (1 of 1) 0 T6.1-24 (1 of 2 thru 2 of 2) 0 T6.1-25 (1 or 1) O Snro r' -

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T6.1-28 (1 of 1) 0 T6.1-29 (1 of 1) 0 T6. T-30 (1 of 1) 0 T6.1-31(1 of 1) 0 T6.1-30 (1 of 1) 0 T6.1-31 (1 of 1) 0 T6.1-32 (1 of 1) 0 T6.1-33 (1 of 5 thru 5 of 5) 0 T6.1-34 (1 of 1) 2 T6.1-35 (1 of 14 thru 14 of 14) 0 O

ze6-1 gsq

NYSESG ER NEW HAVEN-NUCLEAR Page, Table (T) , or Amendment Figure (F) Ntrmber T6.1-36 (1 of 2 thru 2 of 2) 0 T6.1-37 (1 of 1) 0 T6.1-38 (1 of 5 thru 5 of 5) 0 T6.1-39 (1 of 2 thru 2 of 2) 0 T6.1-40 (1 of 3 thru 3 of 3) 0 T6.1-41(1 of 1) 0 T6.1-42 (1 of 2 thru 2 of 2) 0 T6.1-43 (1 of 2 thru 2 of 2) 0 T6.1-44 (1 of 2 thru 2 of 2) 2 F6.1-1 thru 6.1-26 0 6.2-1 3 6.2-2 thru 6.2-2a 1 6.2-3 thru 6.2-4 0 T6.2-1(1 of 4 thru 4 or 4) 0 T6.2-2 (1 of 1) 1 6.3-1 thru 6.3-12 0 6.4-1 0 9

O e

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565t"d9

NYSE6G ER NEW HAVEN-UUCLEAR LIST OP EPPECTIVE ' AGES (A:nendment 3, June 1979)

Page,"ad le (T) , or Amendment Piqure (P) Number 7-1 thru 7-11 0 7-111 0 7-v 0 7.1-1 thru 7.1-16 0 T7.1-1(1 of 1) 0 T7.1-2 (1 of 2 thru 2 of 2) 0 T7.1-3 (1 of 2 thru 2 of 2) 0 T7.1-4 (1 of 1) 0 F7.1-1 0 7.2-1 0 7.3-1 thru 7.3-2 3 77 J-1(1 of 1) 3 Oh EP7-1 5G50-&3

NYSE6G ER NEW HAVEN '.J'!JLAR LIST OF F.FFECTIVE PAGES (Amendment 3, June 1979)

Paga. Table (T) , or hendmer.t Fiqure (F) Number P-i thru 8-11 3 8-111 thru 8-v 0 8.1-1 thru 8.1-13 0 T8.1-1(1 of 2 thru 2 of 2) 1 T8.1-2 (1 of 1) 0 T8.1-3 (1 of 2 thru 2 of 2) 0 T8.1-4 (1 of 4 thru 4 of 4) 0 T8.1-5 (1 of 2 thru 2 of 2) 0 T8.1-6 (1 of 1) 0 TS .1-7 (1 of 1) 0 T8.1-8 (1 of 1) 0 T8. f-9 (1 of 1) 0 T8.1-10 (1 of 1) 0 TB .1-11 (1 of 1) 0 T3.1-12 1 of 1) 0

'r8 .1- 13 t e of 1) 0 8.2-1 thru 8.2-4 0 8.2-5 2 8.2-6 0 8.2-7 thru 8.2-8a 3 8.2-9 thru 8.2 '? O 8.2-23 thru 6.2-t'.a 2 8.2-25 thru 8.2-32 0 T8.2-1(1 of 3) 2 T8.2-1(2 of 3 thru 3 of 3) 0 T8.2-2 (1 of 2 thru 2 of 2) 0 T8.2-3 (1 of 2 thru 2 of 2) 0 T9.2-4 (1 of 1) 0 T8.2-5 (1 of 1) 0 T8.2-6 (1 of 1) 0 TB.2-7 (1 of 1) 0 T8.2-8 (1 of 2 thru 2 of 2; O T8.2-9 (1 of 2 thru 2 of 2) 0 T8.2-10 (1 or 2 thru 2 of 2) 2 T8.2-11 (1 of 1) 0 T8.2-12 (1 of 1) 0 T8.2-13 (1 of 1) 0 T8.2-14 (1 of 1) 0 T8.2-15 (1 of 6? 1 T8.2-15 (2 of 6 thru f of 6) O T8.2-16 (1 of 1) 0 T8.2-17 (1 ot 1) 0 T8.2-1f (1 of 1) 0 T8.2-19 (1 of 1) 0 T8.2-20 (1 of 1) 0 T8.2-21(1 of 1) 0 T8.2-22 (1 of 1) 0 T8.2-23 (1 of 1) 0 TB.2-24 (1 of 1) 0 f ' ~ ' ' ' ' 3. !? } q e . m.:.p a . op EP8-1 5G5 W

NYSE6G ER NEW HAVEN-NUCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Fiqure (F) Number App 3.5B Title Page 0 3.5B-1 thru 3.5B-2 0 T3.5B-1 (1 of 1) 3 T3.53-2 (1 of 1) 3 T3.sB-3 (1 of 1) 3 T3.5B-4 (1 of 1) 0 T3.5B-5 (1 of 1) 0 o51 sescesa EP3.5B-1

NYSESG ER NEW HAVEN-NDCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Fiqure (F) Number App 5.2A Title Page 1 0 5.2A-1 thru 5.2A-13 0 TS.2A-1(1 of 2 thru 2 of 2) 1 T5.2A-2 (1 of 4) 3 T5.2A-2 (2 of 4 thru 4 of 4) 1 T5.2A-3 (1 of 2) 0 T5.2A-3 (2 of 2) 1 0

565&Ee EPS.2A-1

NYSESG ER NEW llAVEN-NUCLEAR LIST OF EFFECTIVE PAGES (Amendment 3, June 1979)

Page, Table (T) , or Amendment Fiqure (F) Number App 5.3A Title Page O Std Fm C SI(1 thru 4 of 4) O Std Fm C SII(001) (1/2 of 10) 3 Std Pm C SII(001) (3 thru 10 of 10) O Std Fm C SII(002) (1/2 of 9 ) 3 Std Fm C SII(002) (2 thru 4 of 9 ) O Std Fm C SII(002) (5/6 of 9 ) 3 Std Pm C SII(002) (7/8 of 9 ) O Std Fm C S11(002) (9/ blank of 9) 3 Std Fm C SII(003) (1/2 of 9) 3 Std Fm C SII(003) (3 thru 9 of 9; O T5.3A-1 (1 of 1) 0 T5.3A-2 (1 of 1) G T5.3A-3 (1 of 1) 0 F5.3A-1 thru 5.3A-2 0 0

565&57 EPS.3A-1

NYSE2G ER NEW HAVEN-NUCLEAR LIST OF FIGURES Figure Title 2.1-1 Station Location Map 2.1-2 Site Area Map 2.1-3 Population Distribution Map 0-10 Miles 2.1-4 Population Distribution Map 10-50 Miles 2.1-5 Transient Population 0-10 Miles 2.1-6 Onsite Land Uses 2.1-6A Prime and Statewide Importance Farmland 2.1-7 Easements and Rights-of-Way Onsite 2.1-8 Vertical Aerial Photomosaic 5-Mile Radius 2.1-9 LUNR Inventory 5-Mile Radius 2.1-10 Oblique Aerial Photo Looking N, NNE, NE 2.1-11 Oblique Aerial Photo Looking ENE, E, ESE 2.1-12 Oblique Aerial Photo Looking SE, SSE, S 2.1-13 Oblique Aerial Photo Looking WSW, SW, SSW 2.1-14 Oblique Aerial Photo Looking W, WNW, NW 2.1-15 Air Quality Area of Impact Institution Location Map 2.1-16 Water Users within 50 Miles of Discharge 2.1-17 Public Ground Water Supplies 2.1-18 Well Location Individual 2.1-19 Flood Areas - 100 Year Flood 2.1-20 Water Surface Profile 100 Year Flood Tributary FW - Catfish Creek 2.1-21 Water Surface Profile 100 Year Flood Butterfly Creek 2.1-22 Water Surface Profile 100 Year Flood Diverted Stream Amendment 3 2.1-vii June 1979 5G5058

NYSE1G ER NEW HAVEN-NUCLEAR LIST OF FIGURES (Cont'd)

Finure Title 2.1-23 Clark Unit Hydrograph Tributary TE 2.1-24 Clark Unit Hydrograph Tributary FW 2.1-25 Clark Unit Hydrograph Tributary F 2.1-26 Clark Unit Hydrograph Butterfly Creek 9

set *E8 9

Amendment 3 2.1-viii June 1979

NYSE8G ER NEW HAVEN-NUCLEAR This will be chiefly due to increased development in the Syracuse Standard Metropolitaa Statistical Area, which is a major user of water from the Lake.

2.1.3.8 Ground Water Throughout central New York State, ground water is a major source of water for domestic, agricultural, and industrial needs. Although secondary to surface water in quantity consumed, ground water supplied approximately 70 percent of Oswego County's total 1970 population of 100,897(78,75,'"> .

The use of ground water in Oswego County is through both public water systems and individually owned wells or springs. Out of the nine existing municipally owned public systems, seven u2ilize ground water (Table 2.1-45) and two systems, Oswego on Lake Ontario and Cleveland on Oneida Lake, utilize surface water Ground water consumption in the seven systems presently amounts to 5.32 mgd or 35 percent of the total water consumed in public systems. This is used primarily for domestic purposes and supplies approximately 25,140 people (725 Industrial consumption accounts for only 30 percent of the ground water used'78'. Figure 2.1-17 shows the location of each public system with respect to the site.

The remainder of Oswego County's populace not connected to public water supplies, app *oximately 46,000 people, must rely on individually owned supplies. These are primarily drilled or dug wells; however, water is occasionally drawn directly from a spring or nearby stream. Water demands on individual supplies in Oswego County can vary from 100 gpd for small families up to 4,000 gpd for the larger farms'7.

Ground water use in the site vicinity is entirely by individual supplies. The extent of this use was determined by a well survey completed as part of the New Haven site study in February 1978. This study covered an area within a 1.5-mi radius of the proposed site. Table 2.1-46 summarizes the survey data and Figure 2.1-18 locates each well. The wells located within the proposed site boundary will be purchased. There are no uses planned for these wells during the operation of the station.

The survey showed that approximately 6a percent of the owners have drilled wells (6-inch or 8-inch diameter), approximately 40 percent have dug wells (36-inch to 48-inch diameter) and only a few have driven wells or use other sources. The drilled wells range up to 142 ft deep and usually drav vater from the top 30 ft of the Oswego sandstone. Dug wells vary from 10 to 40 ft in depth and are predominantly in glacial till. A few dug wells in the village of New Haven benefit from a local deposit of outvash sands and gravels. In addition to wells, Table 2.1-46 indicates that three owners drav vater directly from Butterfly Creek, one owner uses a spring, and four have spring fed ponds used only for watering livestock. No other surface water users have been identified within the 1.5-mi radius of the site.

The total average daily ground water consumption by the wells within the turvey area is roughly 150,000 gpd, based conservatively on 500 gpd per family Amendment 1 , , 2.1-29 {yhfle March 1979 565E-e8

NYSEaG ER NEW HAVEN-NUCLEAR plus 3,000 gpd for the few large dairy farms (Well Nos. 123 and 246). There is no known use of ground water for irrigation in the vicinity.

The arr = that could be affected by any station effluents would be along the northerly ground water flow path between the site and Lake Ontario. The nearest wells along this path are of both the drilled and dug varieties (Nos. 230, 233, 241, 242, 243, 244) and will be over one-half mi from the station structures. In addition to the above wells, the area potentially affected by effluents also includes the seasonal lakeside communities of Demster Beach and Hickory Grove, 2.3 mi to the north. There are no public ground water systems down gradient of the site nor do any of the northerly flowing streams which pass through the site (Catfish and Butterfly Creeks) approach any public system. The nearest system is in the Town of Mexico which is supplied by three wells located almost 5 mi to the southeast of the site.

Sections 4.1.8 and 5.6.3 analyze the extent of potential station influence on the local individual wells in greater detail.

The possibility of present or future ground water consumption exceeding the annual recharge is improbable. Within the 7 sq mi area encompassed by the well survey, the annual ground water recharge is approximately 1,131,400,000 gal, based on a mean annual precipitation of 36.5 inches (Section 2.3.1.3.4) 75 percent loss due to surf ace water runof f and evapotranspiration' ' ' , ' .

This large recharge could not easily be exceeded by the future consumption.

Based on an estimated population of 3,141 for New Haven in the year 2000'5' and assuming a conservative per capita use of 200 gallons per capita daily, the average daily consumption would be only 0.63 mgd or 20 percent of the ground water recharge. Another factor which ensures low future consumption in the site vicinity is that the low yields of the underlying aquifers (Section 2.4.2) limit all local wells to the small domestic variety. Large industrial or public water systems could not be developed in the immediate site area without depending heavily upon a surface water source to rerpiv their needs.

2.1.3.9 Floods l Section 2.4.1 describes streams in the site area and their watersheds.

These streams flow in a northerly direction and are perennial with a marsh or swamp as source. Butterfly Creek has : drainage area of 6.3 sq mi above the site, with 0.47 sq mi in swamp or marsh. The average slope of Butterfly Creek is 16.4 ft per mi.

The tributary of Catfish Creek, which lies immediately to thr west of the site and is identified as tributary FW in this report, has a Jrainage area of 1.02 sq mi above the site, of which 0.16 sq mi is swamp or .narsh. The average slope of this stream is 71 ft per mi.

l Another tributary of Catfish Creek, identified as FE, flows through the site and will be diverted to near the site's western boundary. The drainage area of the diverted stream above the site is 1.06 sq mi, with the source being a l 50-acre (0.08 sq mi) marsh located 1/2 mi south of the site. The diversion Amendment 3 2.1-30 rg j

e June 1979

NYSEEG ER NEW HAVEN-NUCLEAR channel has a trapezoidal cross section and is designed for flow greater than the 100-year flood flow. Approximately the first 1,700 ft to the north of State Route 104 drop quickly to below site grade with a slope averaging approximately 28 ft per 1,000. This section is excavated in bedrock or lined with riprap, where necessary, and has a 20-ft bottom width for the first 1,500 ft, and 2:1 side slopes.

After a 200 ft transition section, the next approximately 2,300 ft are lined with riprap with a 50-ft bottom width sloping 1.8 ft per 1,000 ft and 5:1 side l

slopes. The remainder of the channel, before it rejoins the existing stream bed at the northwest corner of the site, is grassed with a 60-ft bottom width and a 5:1 side slope. The bottom slope of this channel segment is 2.7 ft per l 1,000. The channel diversion facilitates the development of the site by removing the source of flooding. There is no net area saved from flooding since the area gained by relocating the stream approximately equals that required for the diversion channel.

Table 2.1-47 gives the 50- and 100-year recurrence interval flood flows.

These were obtained frcm runoff predictions of 50- and 100-year precipitation evcnts through the use of the HEC-1 computer program5) . The Clark unit hydrograph procedureh' was used with the time of concentration and storage coefficients presented in Table 2.1-48. These values were obtained using regression equations presented in USGS water supply paper, "Model Hydrographs"'. Rainfall amounts were not reduced to account for initial loss or infiltration. Unit hydrographs for the Catfish Creek Tributary TE, FW, F, and Butterfly Creek are shown in Figures 2.1-23, -24, -25, and -26, respectively.

The 50- and 100-yr floods produced nearly the same degree of flooding on these streams. Figure 2.1-19 shows the water levels for the 100 yr flood.

Figures 2.1-20, 2.1-21, and 2.1-22 show the water surface profiles for these streams.

The water levels and water surface profiles were computed by using HEC-2 rei, Representative cross-sections for the natural stream portions within the drainage basins were determined from Figures 3.1-1 and 3.1-2 and from USGS topographical maps'. The Mannings "n" values used in the HEC-2 analysis were conservatively selected to be 0.06 for the natural stream sections, 0.033 l

for the diverted stream sections that will be lined with riprap, and 0.1 for those sections of the diverted stream that will be seeded with grass.

2.1.4 References for Section 2.1

1. New York State Office of Planning. Point and Area Data Overlays. Land Use and Natural Resources Inventory Project. Albany, NY, 1974,

2. U.S. Department of Commerce, Bureau of Census. County and City Data Book, 1972. Washington, DC, 1973.

3. New York State Department of Transportation. Planimetric Maps, 2.5 Minute Series. Albany, NY, 1974.

93 - .

oV Amendment 3 2.1-31 SM aune 1979

NYSE8G ER NEW HAVEN-NUCLEAR

4. U.S. Department of Commerce, Bureau of Census. 1970 Census of the Population, Number of Inhabitants: New York. Washington, DC, August 1971.

5. Oswego County Planning Board. Oswego County, 1985 and 2000, Land Use Plan. Pulton, NY, June 1977.

6. New York State Economic Development Board. Official Population Projections for New York State Counties. Albany, NY, 1977.

7. Michael Whalen, Personal Communication, Statistics / Canada, March 1978.

8. Approximately 25 telephone calls were made to schools and industries to determine place of residence for students - staff and employees.

9. New York State Department of Farks and Recreation. Park Capacities. New York Statewide Outdoor Recreation Plan. Albany, NY, January 1977.

10. New York State Department of Parks and Recreation. Forecast of Outdoor Recreation in New York State, 1970-1990. Albany, NY, June 1973.

11. U.S. Department of Commerce, Bureau of the Census. Procedural History.

1970 Census of the Population and Housing. Washington, DC, June 1976.

12. Board and Harrington Realty, Personal Communication, 166 West First St.,

Oswego, NY, April 20, 1978.

13. Mr. Al Hawkings, Personal Cormunication, Director, Oswego County Planning Department, April 1978.

14 Examination of local tax records, May 1978.

15. New York State Department of Agriculture and Markets, Crop Reporting Service. Agricultural Statistics, 1976. Albany, NY, July 1977.

16. All Onsite Farmers, Personal Communication, May 1978.

17 Edward Rohrbacker, Personal Communication, Engineer, Niagara Mohawk Power Corporation, March 16, 1978.

18. Ordinance: "Protaction of Construction Areas Susceptible to Floods," Town of New Haven, NY. July 8, 1975.

19. " Land Use Ordinance" Town of Mexico, NY, May 17, 1976.

20. Robert E. Doyle, Personal Communication, Senior Planner, Oswego County Planning Board, Tulton, NY, March 3, 1978.

21. Harbridge House, Inc., Field Survey, May 2, 1978.

22. Oswego County Planning Board. Personal Communication Tulton, NY, 1977.

Amendment 3 2.1-32 cj{3{pgqggg, June 1979

NYSE&G ER NEW HAVEN-NUCLEAR

23. Oswego County Planning Departnent. Commercial Farmland in Oswego County (Map). Tulton, NY, 1972.

24 U.S. Dept. of Commerce, Bureau of the Census. New York State and County Data. 1974 Census of Agriculture. Washington, DC, April 1978.

25. Dr. John J. Stegimeier, Personal Communication, Director: Information Center on Education, New York State Department of Education, Albany, NY, 1978.

26. New York State Parks and Recreation Department. Park Capacities. Outdoor Recreation Facilities Inventory. Albany, NY, September 29, 1976.

27. Richard B. Hosmer, Personal Communication, /.ssociate Rail Transportation Specialist, Rail Operations Assistance Section, New York State Department of Transportation, Albany, NY, February 6, 1978.

28. Executive Petty officer Anderson, Personal Communication, U.S. Coast Guard, Oswego, NY, March 10, 1978.

29. Richard H. Van Alstyne, Personal Ccemunication, Supervisor of Enforcement, Division of Milk Control. New York State Department of Agriculture and Markets, March 3, 1978.

30. Mr. Johnson, Personal Communication, Milk Control Ccmmission, 5, Massachusetts Department of Toad and Agriculture, Boston, Mass, March 8, 1978.

31. John Carr, Personal Communication, Great Lakes Liaison Officer, National Marine Fisheries Service, 1977.

32. Clifford Creek, Personal Communication, New York Department of Environmental Conservation, Cortland, NY, May 12, 1978.

33. Dean Burton, Personal Communication, New York Department of Environmental Conservation, Cape Vincent Fisheries Station, May 12, 1978.

34 Paul Jacobs, Personal Communication, Board of Directors, National Seapal, Inc. (Major Canadian-American Fish Processing Company) May 1978.

35. Robert Martin, Personal Communication, Sports Fishing Institute, Washington, DC, 1978.

36. New York State Department of Environmental Conservation. 1976 New York Deer Take by Town and County. Albany, NY, 1976.

37. Robert Schneider, Personal Communication, Provident, Leatherstocking Rod and Gun Club, New Haven, NY, May 1978.

38. Central New York Water Quality Management Program, Section 5.26. Oswego County Component, Syracuse, NY, 1978.

?

Amendment 3 , 2.1-33 (fWhf June 1979 565GE4

NYSE&G ER NEW HAVEN-NUCLEAR

39. Correspondence from City of Oswego Water Department, Syracuse, NY, 1978.

40. Correspondence from Metropolitan Water Board of Onondaga County.

Syracuse, NY, 1978.

41. Energy Information Office, Personal Communication, Niagara Mohawk Power Corp., Fulton, NY, March 7, 1978.

42. Summary of Oswego County Water Supply Report. Boston, Brown, Clyde and Loguidice, Consulting Engineers, North Syracuse, NY, 1967.

43. Onondaga County Comprehensive Public Water Supply Study. O'Brien and Gerr, Consulting Engineers. Syracuse, NY, 1968.

44. New York State Department of Health, Bureau of Public Water Safety.

Inventory, Community Water Systems with Sources, 1974 Albany, NY, 1974

45. J.W. Squires. Letters to the Editor of January 21, 1875, reprinted in "Looking Back...", Mexico Independent, Mexico, NY, October 27, 1976 and November 3, 1976.

46. U.S. Department of the Interior, Heritage Conservation and 'acueation Service. National Register of Historic Places: Annual Listing of Historic Properties (Vol 43, No. 26, Federal Register, Part III), Washington DC, February 7, 1978.

47. Historic Site Inventory. St. Lawrence-Eastern Ontario Commission, 1974

48. Phillip C. Kwiatkowski, Personal Communication, Director, Oswego County Historical Society. February 1978.

49. U.S. Department of Commerce, Bureau of the Census. Guide to Local Fopulation Projections, Technical Paper Number 23. Washington, DC.

50. U.S. Department of Commerce. Bureau of the Census. Census of Housing, 1970. Washington, DC. Where data for Towns are not available, countywide vacancy rates were applied.

51. Willian Kelleher, Personal Communication, Planner, Central New York Regional Planning and Development Board, Syracuse, NY, February 1978.

52. Carmen Malcro, Personal Communication, Urban Planner, Department of Cormunity Development, Syracuse, NY, February 1978.

53. Howard Wallace, Personal Communication, Realtor. King, Wallace, and Wilkinson Associates, Oswego, NY, February 1978.

54 Doug Irwin, Personal Communication, Irwin Real Estate, Mexico, NY, February 1978.

Amendm(nt 3 2.1-34 June 1979 565 @

NYSE&G ER NEW HAVEN-NUCLEAR

55. Transient accommodation availability calculated using vacancy rates and average size units as listed in Table 8.2.2-2.

56. U.S. Dept. of Commerce, Bureau of the Census. Urban Division Systems, Inc. Based on 1970 Census of the Population, Washington, DC, 1972.

57 N.Y. State Department of Transportation. Planimetric Maps, 7.5 Minute Series. Albany, NY, 1974

58. John Cavale, Fersonal Communication, Oswego City School District, November 1977.

59. Telephone Conversation with the Superintendent: Oswego City School District, February '.978.

60. New York State Department of Commerce. Division of Economic Research and Statistics, Albany, NY, February 1978.

61. Individual noted owners in locality, Personal Communication, February 1978.

62. Office of the Superintendent, Personal Communication, Mexico Central School District, NY.

63. Ceoperative Extension Associations, Agricultural Division; New York State Agricultural Agents, NY. 1977-78 (Counties within 50 mi).

64 U.S. Department of Agriculture. Oswego County Agricultural Stabili7ation and Conservation Service, Washington, DC.

65. Leslie Brown, Personal Communication, Data Information Center, National Marine Fisheries Service, Verified by Ballard, May 15, 1978.

e6 Joan Ridgley, Personal Communication, Fisheries Statistician; Commercial Fisheries Branch, Ministry of Natural T.esources, Province of Ontario, Canada, May 16, 1978.

67. Howard Bitter, Personal Communication, Area Ccordinator: Statistics Branch, U.S. Department of Commerce, Detroit, Michigan, May 16, 1978.

68. Brown, I. 1973 New York State Angler Study, Department of National Resources, Cornell University, Ithaca, NY, 1973.

69. NY State Department of Health. Division of Sanitary Engineering. Albany, NY.

70. Barton, Brown. Clyde, and Loguidice. Report on the Oswego County Water Supply Study. Oswego County Water Agency, Oswego County, NY, 1967 Amendment 3 2.1-35 June 1979

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NYSE8G ER NEW HAVEN-NUCLEAR

71. Kantrowitz, I.H. Groundwater Resources in the Eastern Oswego River Basin, New York. New York State Conservation Department Water Resources Commission, Basin Planning Report ORB-2, 1970.

72. Lawrence Crisafalli, Personal Communication, Oswego County Health Department, January 1978.

73. Oswego County Planning Board. Central New York Water Quality Management Program. Oswego County Component, Chapter 5, Unpublished, Draft Completed in September 1977.

74. Oswego Country Planning Board. Oswego County Data. Oswego County, NY, 1977.

75. U.S. Army Corps of Engineers. HEC-1 Flood Hydrograph Package, Computer Program 72.3-X6-L2010, Kydrologic Engineering Center, Davis, Calif, January 1973.

76. Clark, C.C. Storage and the Unit Hydrograph Trans. American Society of Civil Engineers, Vol. 110, 1945, p 1419-1488.

77. Mitchell, W.D. Model Hydrographs, USGS Water Supply Paper 2005, Washington DC, 1972

78. HEC-2 Water Surface Profiles. Computer Program 723-X6-L207A, United States Army Corps of Engineers, Hydrologic Engineering Center, Davis, California, November, 1976.

79. United States Department of the Interior. Geological Survey Topographic Maps for Texas, Pulaski, New Haven, Mexico, Pennelville, and Central Square, NY.

O Amendment 3 2.1-36 qp j7g, June 1979 m -

NYSE&G ER NEW HAVEN-NUCLEAR TABLE 2.1-47 RUNOFF PREDICTIONS OF 50- AND 100-YEAR PRECIPITATION Flood Flow 50-Year 100-Year Stream (cfs) (cfs)

Butterfly Creek 1,310 1,420 Tributary FW - Catfish Creek 640 720 Diverted Tributary FE - Catfish Creek 640 720 Amendment 3 01 O 1 of 1 June 1979 565C%

NYSE6G ER NEW HAVr,N-NUCLEAR TABLT 2.1-48 PREDICTIONS Cf CONCENTPATION TIME AND STOFAGE COEFFICIENT Time of Storage Concentration Coefficient Stream (hrl (hr)

Butterfly Creek 9.7 5.9 Tributary FW* - Catfish Creek 2.4 1.2 Tributary FE* - Catfish Creek 2 . ', 1.3 EQIE:

After construction which realigns TE, assuming the water from FW joins FE near the switchyard rather than at the natural junction farther downstream.

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' l I I slo o ioco 2000 3000 4000 5000 sooo 7000 DI STANC E -FT.

FIGURE 2.1-20 NEW HAVEN SITE WATER SURFACE PROFILE 100 YE AR FLOOD 09Q TRIBUTARY FW-TO DIVERTED STREAM SF C-C ^D NEW YORK STATE ELECTRIC & GAS CORPORATION ENVIRONMENTAL REPORT AMENOMENT 3, JU NE 1979

36o 350 V

I WATER

= 340 -

SURFACEx 9 \

F W 330 -

CHANNEL w BOTTOM 3 20 rl 310 -

1 I I I I I I

-1000 o 1000 2000 3000 4000 5000 6000 7000 DISTANCE FROM LEE RO A D - FT.

FIGURE 2.1-21 N EW H AVEN SITE WATER SURFACE PROFILE

@ 5G5t 100 YEAR F LOOD BUTTERFLY CREEK NEW YORK STAT E ELECTRIC Ei GAS CORPORATION ENVIRONMENTAL R EPORT AMENDMENT 3, JUNE 1979

380 ROUTE 104+

0: ct 8 0 370 W W E E 3:

- N

u. F- p. -

360 m z 5 o D o W OJ gj k w

4 -

35 0 x

o 4 >

S y

O h* w m

WATER SURFACE g _

34g l it Z 0 w 2

BRIDGE TO 1 SWITCHYARD 330

{

I-R AILROAD OVERPASS 8gpggp 320

+ LEE ROAD GB L

t i i I i I 3;o 8000 7000 6000 5000 4000 3000 2000 1000 O DlSTANC E- FT.

FIGURE 2.1 -22 NEW H AVEN SITE WATER SURFACE PROFILE 100 YEAR FLOOD DIVERTED STREAM Oq (p NEw york STATE ELECTRIC G GAS CORPORATION

$(.myd ju- u ENVIRONMENTAL REPORT AMENDMENT 3, JUNE 1979

HOURS g O 1 2 3 w . . .

r Z l.O U -

300 250 -

g 200 w

m

& 15 0 I

100 -

50 -

O ' ' ' ' ' '

O 1 2 3 4 5 6 7 8 HOURS FIGURE 2.1 - 23 NEW HAVEN SITE CLARK UNIT HYDROGRAPH TRIBUTARY FE Q NEW YORK STATE ELECTRIC E. GAS CORPORATION ENVIRONMENTAL REPORT 5GFGWP AMENDMENT 3, JUNE 1979

HOURS y O I I

2 I

3 i

1.0 '

300 o 200 -

tu (n

m

' 100 -

1 I I I f f O 2 4 6 8 HOURS FIGURE 2.1- 24 NEW H AVEN SITE CLARK UNIT HYDROGRAPH ON TRIBUTARY FW g,{ NEW YORK STATE ELECTRIC L GAS CORPORATION ENVIRONMENTAL REPORT AMENDMENT 3, JUNE 1979

HOURS 2 '

l 5

Z l.O 'l 400 300 -

0 h200 -

C 10 0 -

0 O 2 4 6 8 10 12 14 16 18 HOURS FIGURE 2.1-25 NEW HAVEN SITE CLARK UNIT HYDROGRAPH O TRIBUTARY F 5EM NEW YORK STATE ELECTRIC L GAS CORPORATION ENVIRONMENTAL REPORT AMENDMENT 3, JUNE 1979

HOURS co O 2 4 w , ,

u z 1.0 --

400 300 -

w

[200 w

(L 10 0 I I 0

O 10 20 30 HOURS FIGURE 2.1- 26 NEW HAVEN S t 7E O CLARK UNIT HYDROGRAPH 565(d BUTTERFLY CREEK NEW YORK STATE ELECTRIC L G AS CORPORATION ENVIRONMENTAL REPORT l

AMENDMENT 3, JUNE 1979

NYSE&G ER NEW HAVEN-NUCLEAR consists of dense speckled alder growth, mostly confined to the vetter soils along the stream drainage =. The shrub / sapling type contains few, if any, openings and is dominated by dense shrubs and/or saplings of pioneer tree species.

Pastured areas on the site have been typed as either pasture or improved pasture. Scattered trees and shrubs are present in those fields typed as pasture. Improved pasture denotes fields in which no trees or shrubs occur.

In addition, livestock are periodically pastured in the various forest and shrub cover types which are also shown as pastured on the cover type map.

The meacow and some open field types of Table X-1 have been combined into a single hay field type. This type includes all areas which are usually moved for hay but not plowed annually. Wetland types on the site include the open water and swamp types. The former occurs as scattered small man-made ponds.

There are two svamp type areas in which standing water is present most of the year. Frimarily open herbaceous and shrub vegetation is found in the svamp type along with numerous dead hardwood trees and some eastern hemlock.

The residential / commercial type designation identifies those areas of the site occupied by residential and commercial buildings and their surrounding areas (including storage) which are maintained by man's activities.

Otner types identified on the map are hedgerovs, abandoned orchards, corn and grain fields, transmission line right-of-way, and a private airstrip.

The onsite acreage for each of the cover types identified on the site is presented below:

Cover Tvoe Site Acreane % of Total MANAGED Hay field 255 19.7 Pasture 71 5.5 Improved pasture 54 4.2 Fallow 16 1.2 Topsoil removal 8 0.6 Corn 26 2.0 Grain 26 2.0 Residential / commercial 67 5.2 Airstrip 4 0.3 Junkyard 5 0.4 Roadways 4 0.3 Water <1 <0.1 0

5G'iG529 2.2-15

NYSERG ER NEW HAVEN-NUCLEAR NATURAL WOODLANDS Hemlock / sugar maple / beech 86 6.7 Hemlock / sugar maple / beech (pastured) 52 4.0 Black locust 13 1.0 Red pine 4 0.3 Spruce / pine 4 0.3 Larch 2 0.2 SHRUB Swamp 8 0.6 Shrub / sampling 178 13.8 Shrub / sapling (pastured) 39 3.0 Shrub 146 11.3 Alder 78 6.0 Balsam fir / pine 4 0.3 Hedgerow 46 3.5 FIELD Open field 88 6.8 Abandoned orchard 10 0.8 TOTALS: 1,294 100.0 Native forest cover (hemlock / sugar maple / beech) occupies on.'y 10.7 percent of the site acreage, with planted and introduced trees occurring on an additional 1.8 percent. The major cover of the site occurs as either shrub or shrub / sapling types, totalling 38.5 percent of the site area. Open fields, which also have a woody component, account for an additional 7.6 percent. The active agricultural cover type (i.e., hay, corn, grain, pasture, and improved pasture) account for 33.4 percent of the site area; Tallow agricultural land contributes an additional 1.2 percent. Of the active agricultural types, Hay contributes the largest portion. Residential / Commercial land constitutes 5.2 percent of the area.

2.2.1.3.2 Land Use in the Recent Past The distribution of cover types on the site in 1956 is shown in Figure 2.2-5.

This mapping was done through interpretation of 1956 black and white aerial photos of t'ae site area.

In 1956 agricultural lands occurred over 47 percent of the s.te, with hay fields accounting for 42 percent of this total. In 1977 agricultural lands l occurred over 35 percent of the site, with hay fields accounting for 20 percent of the total. Open fields were also more widespread in 1956, occurring over 14 percent of the site area compared to 7 percent in 1977.

This 7 percent reduction in field communities is largely due to the abandonment of hay fields over the past 20 years, and the subsequ'nt development of shrub communities. This change has resulted in an increase in Amendment 3 2.2-16 Db~

I June 1979 SF,Me.

NYSE1G ER NEW HAVEN-NUCLEAR

p. usually most abundant at depths between 100- and 300-ft in the Great Lakes'82**, and generally live at or near the bottom. Lake trout seldom remain for extended periods at temperatures greater than 18.3C, preferring temperatures near 10C'82*'. The warming of surface waters usually restricts them to deep watot in summer.

Considerable information is available o r. the biology of lake trout, 2nd excellent accounts of its life history have beer provided by several authorsi ,82',88o,88. Lake trout spawn once a year, usually in late summer or fall. The date depends on a variety of factors, which apparently include physiological differences among races, physical characteristics cf the lake, latitude, weather conditions, and water temperatures. Temperatures of 8.9 to 13.9C have been reported at the time of spawning. Most spawning occurs in October, but the breeding season extends into November in the Great Lakes and may continut for a month or morei'288 The typical spawning grounds of lake trout are wave- or current-swept rocky shoals at water depths ranging from less than 1- to 100-ft. Spawning is random, and no care is given the eggs which sink into crevices among the rocks. Considerable variation has been observed in spawning periods and habitat among different races.

Christie <2,o' reported that spawning in eastern Lake Ontario was confined to a few well-known lake shoals. Most lake trout return to the same spawning grounds each year.

Gill netting was conducted in northeastern Lake Ontario by the NYSDEC in October and November 1977 to determine oossible spawning grounds of lake trout'82. Relatively large numbers of ripe and spent adults were captured in a small shallow area on the northeastern end of Stony Island, which is located approximately 25-mi from the Mexico Bay area. The shoal area had previously been a popular beach seining location for fishermen seeking native stocks of lake trout during years prior to their near extinction. This indirect evidence strongly suggested thar lake trout spawned on a historic Lake Ontario spawning shoal for the irst time since the demise of na*ure stocks nearly 30 years ago'82. Fry trap sampling on the shoal was conducted by the NYSDEC in early spring of 1978 to provide direct evidence of spawning success; however, many of the traps were disturbed by ice and no fry were captured'882) . The nearest documented spawning site in the vicinity of Mexico 8 Bay was the shoal area of Stony Island'82. There is no indica: ion that the Mexico Bay study area is a lake trout. spawning area.

The number of eggs produced by lake trout often varies widely among individuals of the same size, but the average number increases with .; reasing size of the fis't. The number spawned during a season ranges from ateut 1,000 for small fish da inland lak- to as many as 18,000 for large lake trout from the Great Lake s ' 8 2 ' ' . Age V females collected during 1977 Lake Ontario netting activities by the NYS)EC produced between 3,854 and 9,391 eggs, with an average of 5,730 eggs 82. *hese fish ranged in length from 554- to 682-mm.

Eggs hatch after four or more months under natural conditions, usuelly between mid-Tebruary and the end of M: t;h'88o> . Newly hatched las/ae are approximately 14-mm in length'88o'. They spend about one month among the Amendment 3 '. 2-163 June 1979 o%

NYSE1G ER NEW HAVEN-NUCLEAR rocks on the spawning grounds, absorbing their large yolk sacs, and then disperse to deeper water. Their growth rate varies over their geographic range but is generally fairly rapid. An average growth of 2.8 mm/ week was reported for young-of-the year in Lake Superior between late June and late October, with first year growth ranging from 64- to 100-mm in Lake Superior and from 87- to 125-mm in Lake Michigan'828,88. Average lengths of lake trout for a nunber of northern lakes ranged from 99- to 267-mm for age II, 315- to 511-mm for age V, 354- to 643-mm for age IX and 412- to 709-em for age XII fish. The average lengths of various strains of lake trout planted in Lake Ontario since 1972 were 342- to 407-mm for age II, 471- to 534-mm for age III, 550- to 560-mm for age IV and 618-mm for age V fish'8298 These lengths indicated variations in growth rate between the three stocked strains with overall exceptional growth during the past 5 years in comparison to growth rates reported for other copulations of lake trout in northern lakes.

Sexual maturity is usually reached at age VI or VII (or at about 600-mm in length), with males maturing before femalest''. Variations in age of maturity were observed between different strains of lake trout stocked in Lake Ontario'82. Maturity was reached as early as age III for 4.3 to 32.4 percent of males and at age IV for 7.7 to 12.5 percent of females. Over 98 percent of males and 84 percent of females were mature at age V. These results indicated relatively early maturity, and the initial stock is expected to spawn several times cefore disappearing frc= the population.

Lake trout are long lived and grow to a large size; the oldest recorded age is 37 years and the largest size on record is 49.5-in (12,600-mm) and 102 pounds lf (46,300 g)'8'o'. Although rate of growth in length decreases among large lake trout, the rate of increase in weight rises markedly. This trend was illustrated by the average lengths and " eights listed by Eschmeyer'828' for Lake Superior lake trout, which shoved increasingly greater proportional growth in weight than in length after they had reached 300-mm in length. Lake trout collected during 1977 Mexico Bay sampling did not exhibit any :onsistent relationship between length groups and K-factors (Table 2.2-220). Mean K-factors ranged from 0.96 to 1.34 for various size groups of lake trout collected during June, July, and October, and no trends were apparent between mu.ths or between nales and females. Mean K-facto;s calculated for lake trout cu'lected during NJ5DEC Lake Ontario sampling'82 increased steadily with age from 0.99 to 1.00 for age II, 1.09 to 1.10 for age IV, and 1.12 for age V.

T ae food habits of lake trout vary among fish of different sizes and from different waters. Small lake trout feed on crustaceans, insects, and small fish, and by the time they reacn 375- to 450-mm, .aeir diet is principally fis5<s2.> . Experimental plantings of lake trout in Lake Ontario during the 1950s indicated that the young trout became piscivorous almost immediately upon release (usually as spring yearlings) and included progressively larger forage fishes in their diet as they grew'2'o'. Barters and small sculpins were taken first, juvenrle smtit and alevife next, and ilnally adult smelt and alevife were added to the diet. Early studies in Lake Ontario (1928) indicated that the alevife was the (7minant item in the diet ,f lake trout and that ciscoes predominated in trout stomachs after the annual .nshore migration tT rmQ ow 9 Amendment 3 2.2-164 June 1979

NYSEtG ER NEW HAVEN-NUCLEAR of alewife in the spring'2'8'. Analysis of the stomach content of 42 lake trout collected during 1977 Hexico Bay sampling indicated that they had fed

~

5s9 %

~

Amendment 3 2.2-164a June 1979

O O

+ 0 ccc %

NYSEIG ER NEW HAVEN-NUCLEAR water was indicated by depth comparisons for subsequent dates. Densities on 2 May decreased as distance from shore increased, whereas during the week of S May the trend was rcversed (Figure 2.2-102). The only vertical distribution pattern observed occurred during the week of 9 May when densities were generally greater on the surface than near the bottom (Figure 2.2-103).

Yellow perch postlarvae were collected from 2 May through 27 June (Figure 2.2-79), with a peak mean density of 1.3/100 cu m during the week of 9 May (Appendix Tables 2.2E-34 and 2.2E-35). On all dates, day samples contained fewer larvae than night samples. Transect III had higher densities of postlarvae during the vaak of 9 May than either of the other two transects (Figure 2.2-101). Pcstlarvae had a depth distribution similar to that described for prolarvae during the week of 9 May; that is, as depth and distance offshore increased, densities also increased (Figure 2.2-102).

Vertical distribution trends were not apparent (Figure 2.2-103).

Yellow perch young-of-the year were collected on 18 July (Figure 2.2-79, Appendix Table 2.2E-36), but low densities precluded distribution comparisons.

Yellow perch have been common in ichthyoplankton collections throughout eastern Lake Ontario and have been dominant (in terms of abundance or density) during various periods. Yellow perch were collected in Mexico Bay and at other sites2', 8o from late April through late May or early June (Table 2.2-255). During day sampling, the study at the Nine Mile Point-l FitzPatrick site recorded mean densities for the study area similar, although not directly comparable, to night samples from the present study. The Sterling site studies also recorded mean densities for the study area of the same order of magnitude, indicating there was no appreciable difference in abundance of yellow perch larvac among the three sites.

Seventeen additional taxa were collected in the study area (Figure 2.2-79).

The low densities of these taxa may in part reflect their reproductive life histories and the efficiency of sampling gear (Table 2.2-254). Many of these taxa have demersal and adhesive eggs. The Hensen nets used in the present l

study are most effective for collecting planktonic or semibouyant life stages.

The majority of fish taxa resident in Mexico Bay spawn in shallow areas or in tributaries. Consequently, the most productive spawning areas were of ten those least accessible for sampling. Life stages of several taxa may not have been collected because the adult male protects the young.

Eight taxa (Cyprinidae, carp, emerald shiner, spottail shiner, trout-perch, threespine stickleback, Lecomis spp., and Cottus spp.) "ere collected in d4y and night samples at densities higher than 1/100 cu m (Appendix Tables 2.2E-37 and 2.2E-38). Each of the life stages for these taxa were collected sporadically precluding interpretation of their distribution.

Winter Ichthyoplankton Community Ichthyoplankton sampling on Mexico Bay was not conducted during January, February, and March due to hazardous conditions on the lake; however, Amendment 1 -

2.2-189 f2 March 1979

.5.ZQ

NYSE8G ER NEW HAVEN-NUCLEAR estimates of species composition and relative abundance during this period are possible by extrapolation from three data bases:

1. Data collected in Mexico Bay from April through December 1977.

2. Data collected during entrainment/ viability studies at James A.

Pit: Patrick Nuclear Power Station from January through December 19772

3. Data collected in the vicinity of the Nine Mile Point Nuclear Power Station from April through December 1977*

Salmonidae was the only fish family collected (Section 2.2.2.1.6.4) in the study area which contained fall spawners. Burbot (Gadidae) was the only winter spaening species present in the area. There is no indication that the Mexico Bay study area is a spawning area for species of salmonids; these fall spawning species normally return to the areas in which they were stocked to spawn. The closest known stocking location f or salmonids is the Salmon River Estuary, approximately six miles northeast of the study area. Therefore, eggs and larvae from salmonid species would not be expected to occur in the study area.

Spring ichthyoplankton collections in Mexico Bay, starting in April, produced early life stages of burbot and lake herring (Section 2.2.2.1.7). Burbot prolarvae and postlarvae and lake herring postlarvae were the first specimens te appear in the 1977 collections. 3urbot and lake herring prolarvae and postlarvae were also collected during sampling in Apri' and May in the vicinity of Nine Mile Point'56. Densities of these life stages were similar for the Mexico Bay and Nine Mile Point study areas. Burbot eggs and larvae were also collected in February and May during entrainment sampling at the James A. Pit: Patrick Power Station2. No new species were collected at the Pit: Patrick Station from January through March 1977. It is therefore probable that only eggs and early life stages of burbot and lake herring would be present in Mexico Bay from January through March.

2.2.2.1.7.6 Statistical Treatment of Data Statistical analyses using parametric analysis of variance (ANOVA) and Tukey's multiple comparison procedure were performed on mean density data (no./100 cu m) of each ichthyoplankton taxon life stage for which sufficient data were available Data which included zero catches at approximately 50 percent or more of the sampling locations was considered insufficiant for statistical analysis of spatial distribution. Tests were performed to determine significant differences (P50.05) in mean densities between depth contours, transects, levels within the water column, and time of day. Mean surface densities were tested for differences between all depth contours, and separate tests were conducted to compare mean densities between the 20 , 30 , 40 , and 50-ft depth contours, with surface, middepth and bottom densities combined. Comparisons of levels in the water column were performed on mean densities at the 20-Amendment 3 2. -190 4

,r;g;r;FrfiEh. June 1979

NYSE8G ER NEW HAVEN-NUCLEAR through 50-ft contours, a r. day and night densities were compared for locations on Transect II_. Separate tests were conducted for each sampling date when sufficient data were available. Significant interaction between main effects was prevalent in many of the tests; and when interaction occurred, Tukey's multiple comparison procedure was used to test for signi-ficant differences between mean densities at individual sampling locations or levels. An extensive number of analyses were performed, however, statistical results are presented only for tests which revealed significant patterns of distribution. Where no significant differences were detected or where trends were inconsistent, results are briefly described. Results are discussed by life stage and taxon in phylogenetic order.

Alewife Sufficient data for statistical comparisons of alewife egg densities were available only for 18 July. Comparisons between transects, depth contours, and icvels indicated that egg densities were not significantly different between levels but were significantly less abundant as depth increased and along Transect I (Table 2.2-256).

Sufficient data for statistical analysis of alewife prolarval densities were also available only for 18 July. Comparisons between transects, depth contours, and levels all yielded significant differences (Table 2.2-257).

Surface densities were significantly greater at Transect I than at Transects III and V, and were significantly greater at Transect III than at Transect 7.

They were also significantly greater at the 20-ft depth contour than at other contours. Prolarvae were significantly more abundant at all levels at the 20-ft depth contour. Significant differences between levels in the water column occurred only at Transect I where surf ace densities - e significantly greater that bottom densities at all but the 50-ft depth _ontour. No significant differences were noted between day and night densities at any depth contour or level.

Alevife postlarvae were abundant during much of the summer, and statistical comparisons were conducted on weekly data fren 27 June through the week of 5 September (Tables 2.2-258 through 2.2-260). The many significant differences were ncted, and distributional trends varied among sampling dates.

On the first three weeks for which tests were performed (27 June, 4 July, and 11 July) densities were relatively low, and patterns of significant differences varied. Significant differences in mean densities at all water column levels combined and at the surface level on 27 June indicated that Amendment 3 2.2-190a of June 1979 565067

..i~

NYSE8G ER NEW HAVEN-NUCLEAR 357. Nelson, W. R.; Siefert, R. E.; and Swedberg, D. V. Studies of the Early Life History of Reservoir Fishes. Reservoir Fishery Resources Symposium, 1968, p 374-385.

358. Williams, R. W.; Simmonds, J.; and Hill. Species Composition and Distribution of Fish Larvae Collected in the Nine Mile Point Area of Lake Ontario. Presented at the Eighteenth Conference on Great Lakes Research, International Association for Great Lakes Research, 1975.

359.Richards, J. Texas Irstruments Incorporated, Dallas, Texas, Unpublished Manu.cripts.

360. Pickett, R. L. and Richards, F. P. Lake Ontario Mean Temperatures and Currents in July 1972. Journal of Physical Oceanography, Vol 5, 1975, p 775-781.

361. Moos, R. E. Texas Instruments Incorporated, Dallas, Texas. Unpublished Manuscript, April 14, 1978.

362.Werner, R. G. Current Level of Taxonomic Information on Great Lakem Fish Eggs and Larvae. In: Great Lakes Fish Eggs and Larvae Identification.

Editor, 3arenan, J. United States Fish and Wildlife Service, Office of Biological Service, 76/23, 1976, p 6-18.

363. United States Department of the Interior. Endangered and Threatened Wildlife and Plants. Federal Register, Part IV, 1976.

364.Hubbs, C. L. and Lagler, K. F. Fishes of the Great Lakes Region. The University of Michigan Press, Ann Arbor, Mich, 1958, p 213.

365. Moore, G. A. .Tishes. In: Vertebrates of the United States. Second Edition. McGraw-Hill Book Company, Inc., New York, NY, 1968, p 21-165.

366. Eddy, S. How to Know the Freshwater Fishes. Second Edition. Wm. C.

Brown Company Publishers, Dubuque, Iowa, 1969, p 286.

I 367.New York State Department of Environmental Conservation. Division of Land Resources and Forest Management and Divisitn of Pure Waters. Draft Water Quality Management Plant for the Lake Ontario Basin. Central (03-02) and Eastern (03-03), 1977.

368.Wilhm, J.; Copper, J.; and Namming, H. Species Composition, Diversity, Biomass, and Chlorophyll of Periphyton in Greasy Creek, Red Rock Creek, and the Arkansas River, Oklahoma. Hydrobiologia, Vol 57, 1978, p 17-23.

369.Wetzel, R. G. and Westlake. D. F. Periphyton. In: A Manual on Methods for Measuring Primary Production in Aquatic Environments, Including a Chapter on Bacteria. Editor, Vollenweider, R.. International Biological Programme Handbook No. 12, Blackwell Scientific Publications, Oxford, England, 1969, p 33-40.

t .

Amen'dment 3 2.2-237 d)hI) June 1979 5650&9

NYSE8G ER NEW HAVEN-NUCLEAR 370. Patrick, R. Some Effects of Temperature on Freshwater Algae. In:

Biological Aspects of Thermal Pollution. Editors, Krenkel, 3. A. and Parker, T. L., Vanderbilt University Press, Nashville, Tenn, 1969, p 161-185.

371.Whitford, L. A. and Schumacher, G. J. Notes on the Ecology of Some Species of Fresh-Water Algae. Hydrobiologia, Vol 32, 1968, p 225-236.

372.Westlake, D. F. Some Bar.c Data for Investigations of the Productivity of Aquatic Macrophytes. In: Primary Productivity in Aquatic Environments.

Editor, Goldman, C. R., Memoirs of Istituto Italiano Idrobiologia, Supplement No. 18, University of California Press, Berkeley, Calif, 1965, p 230-248.

373.Hynes, H. 3. N. The Biology of Polluted Waters. University of Toronto Press, Toronto, Ontario, 1960, p 202.

374.Arber, A. Water Plants, A Study of Aquatic Angiosperms. J. Cramer, Weinherin, Germany, 1920 (reprinted 1963), p 436.

375.Gardner, C. 3. Personal Communication, Research Support Specialist, New York State Department of Environmental Conservation, Albany, NY. Letter Dated August 5, 1977.

376.Vasse, R. Personal Communication, New York State Department of Environmental Conservation, Cortland, NY. May 24, 1978.

377.Vasse, R. Personal Cor xnication, New York State Department of Environmental Conservation, Cortland, NY. May 24, 1978.

378.American Put'ic Health Association, American Water Works Association, and Water Polluti Control Federation. Standard Methods for the Examination of Water anc Wastewater, Eleventh Edition, American Public Health Association, New York, 1976, p 874 379.Gorham, P. R. Toxic Waterblooms of Blue green Algae. In: Biological Problems of Water Follution. Editor, Tar:vell, C. M., United States Department of Health, Education, and Welfare, Division of Water Supply Pollution Control, Cincinnati, Ohio, 1965, p 37-e4.

380.Machenthun, K. E.; Herman, E. T.; Bartsch, A. T. A Heavy Mortality of Fishes Resulting from the Decomposition of Algae in the Yahara River, kisconsin. Transactions of the American Fisheries Society, Vol 75, 1945, p 175-180.

381.Comita, G. W. The Seasonal Zooplankton Cycles, Production, and Transformations of Energy in Severson Lake, Minnesota. Archiv for Hydrobiologie, Vol 70, 1972, p 14-66.

. O r cr n n QUpv u.7 Amendment 3 ?.2-238 June 1979

NYSE&G ER NEW HAVEN TABLE 2.2-232 K-FACTORS COMPUTED FOR BRCWN BULLHEAD COLLECTED IN LAKE ONTARIO, JUNE AND SEPTEMBER 1977 Males renais som unaetermined Eise clas. E-factore 5-factors K-factors Month (san) E Mean _ kenge No, Mean Rar.qe No. Mean Range June 181-190 1 1.17 up -

e.

201-210 4 1.38 1.27-1.53

'11-220 4 1 1.36 m 221-230 11 1.31 1.04-1.42 231-240 18 1 . 30 1.16-1.48 241-250 19 1.3) 1.13-1.41 251-260 14 1.31 1.19-1.51 261-270 12 1.38 1.18-1.69 271-200 4 1.44 1.40-1.50 281-290 3 1.21 1.18-1.26 291-300 2 1.29 1.18-1.39 301-310 2 1.33 1.30-1.36 311-320 1 1.34 un ee 331- 340 2 1.22 1.11-1.33 september 171-180 1 1.57 m ee 201-210 7 1.37 1.20-1.46 211-220 6 1.39 1.22-1.67 221-230 6 1.35 1.27-1.50 231-240 13 1.45 1.23-1.94 241-250 1 1.67 m 21 1.37 1.21-1.64 251-260 2 1.53 1.52-1.53 19 1,43 1.20-1.65 261-270 1 1.53 rn 21 1.43 1.23-1.68 271-280 9 1.38 1.28-1.57 281-290 1 1.60 m 7 1.43 1.11-1.75 291-300 4 1.53 1.31-1.t1 301-310 1 1.38 m ee 321-330 1 1.20 m pr7tT8 :

'Not applicable.

- Intervals for fish were collected.

g o f'M

- 1)Y 'n. r Lcij&if 09L 565660 Amendment 3 1 of 1 June 1979

NYSEAG ER NEW HAVEN-NUCLEAR 2.4.1.2 Onsite Streams 2.4.1.2.1 Introduction The water quality of two onsite streams, Catfish and Butterfly Creeks, was characterized by monitoring general water quality parameters, nutrients, and indicators of contamination from April 1977 through March 1978. Samples were not collected if streams were not ficwing or covered by ice. A complete set of data collected for the study is presented in Appendix 2.4A. Summary data are presented in Tables 2.4-14 and 2.4-15. Monthly means for each parameter are presented in Table 2.4-16.

2.4.1.2.2 Catfish Creek The water quality survey of Catfish Creek and its eastern tributaries involved five sampling locations. A complete description of the locations sampled is presented in Section 6.2.

No published historiczl data for Catfish Creek or its tributaries are available for cumparison to data from the present study. New York State Department of Environmental Conservation 1977, has designated Catfish Creek and the tributaries as Class C vater and Class D, respectively. The Water Quality Standards are presented in Appendix 2.4A.

2.4.1.2.2.1 Overview of Physical and Water Quality Parameters General Water Quality Parameters Current Velocity Data recorded at sampling Location 510 (Figure 2.4-63 or Figure 6.1-5) is

[

presented in Table 2.4-24 Location 10 is located near the mouth of the creek I and thus the measured velocities and flows are based on the contribution from essentially the entire drainage basin. Current velocity ranges from a minimum of 0.02 m/sec during June, July, and September to a maximum of 0.46 m/sec during May. Months with greater precipitation (April, May, October and November) exhibit higher velocities than months with lesser precipitation rates (June, July, August, and September). The average velocity for the sampling period is 0.07 m/sec.

S* ream Flev Stream flow (Table 2.4-24) at Location 510 ranges from a minimum of 0.23 cu m/sec during June to a maximum of 6.0 cu m/see during November. Flow rates decrease from the spring months (April and May), reach a low-flow summer period (June, July, and August), and increase in the fall (October and November). The average flow rate for the sampling period is 1.52 cu m/sec.

As stated in Section 2.3.3.2.1, total precipitation during April 1, 1977 through March 31, 1978 was considerably higher than the climatological norm.

Amendment 1 2.4-31 o9 ) March 1979

NYSE8G ER NEW HAVEN-NUCLEAR Therefore, the flows measured during 1977 may be somewhat higher thaa one would expect on a long term basis.

DrainaRe Area The area above the N.Y. Central Railroad which is drained by the creek is 36.1 sq mi, and 36.8 sq mi are drained in all. The Catfish Creek basin contains 8.64 sq mi of swamp / marsh. The drainage is shown in Figure 2.4-63.

Gradient The average gradient above the railroad is 4.3 ft/mi from 10 percent upstream to 85 percent upstream.

Iemoerature The temperature of Catfish Creek ranged from 0.0'C to 25.5'c with a mean of II.8'C. Temperature was not measured during periods of low water volume and ice cover. Upstream temperatures were usually lower than downstream temperatures. The greatest temperature difference (6*C) occurred on June 27 however, the difference between the temperature upstream and downstream was usually 2' to 3*C. Weekly in situ temperature measurements revealed normal seasonal variations. The lowest monthly mean (0.0'C) was recorded in January while the highest monthly mean (20.8'C) was recorded in July (Table 2.4-16).

Dissolved Oxygen and oxy 2en Saturation Dissolved oxygen (DO) concentrations ranged from 4.5 to 14.3 mg/l with a mean of 8.8 mg/1. Oxygen saturation ranged from 33 to 117 percent with a mean of 80 percent. Do concentrations showed a negative correlation to temperature and followed normal seasonal patterns.

Dissolved oxygen concentrations were always above the New York State standard for Class C water (trout waters, 5 mg/l oxygen; and non-trout waters 4 mg/l oxygen) for locations on Catfish Creek. The reach of Catfish Creek from Location 1 to S10 is classified as trout waters. The lowest DO recorded at Location 1 was 6.2 mg/l on August 1. The remainder of Ic ations on the tributaries (Locations 2, 3, and Sil) are classified as Class D vaters.

Dissolved oxygen concentrations never fell below the standard of 3 mg/l at these locations. Oxygen saturation in Catfish Creek ranged from 33 to 117 percent, with a mean of 80 percent. Throughout the year lowest oxygen saturations were present at upstream Locations 3 and Sil. These lov saturations were probabl> related to low stream flow, particultrly during the summer months.

Eh The pH in Catfish Creek ranged from 5.7 to 8.9, with a mean of 7.1. The pH values recorded at downstream locations were generally higher than pH values at upstream locations. The pH at Location 1 , occasionally reflected the inflow 56569e m e Amendment 3 2.4-32 June 1979

NYSE1G ER NEW HAVEN-NUCLEAR of high pH water from Lake Ontario. Mean monthly pH values were near 7.4 through August 1977, the pH then dropped into the acidic range from September o9T 565c-es Amendment 3 2.4-3 2a June 1979

NYSERG ER NEW HAVEN-NUCLEAR Stream Flow Stream flow (Table 2.4-25) at Location 9 ranges from a minimum of 0.0036 cu m/sec during September to a maximum of 1.9 cu m/sec during October. Flow rates decrease from the spring (April and May), reach low-flow state in summer (June, July, August, and September) and increase in the fall (October, November, and December). The average flow rate for the sampling period is 0.35 cu m/sec.

As stated in Section 2.3.3.2.1, total precipitation during April 1, 1977 through March 31, 1978 was considerably higher than the climatological norm.

Therefore, the flows measured during 1977 may be somewhat higher than one would expect on a long term basis.

DrainaRe Area The drainage area of Butterfly Creek as shown in Figure 2.4-63 is 8.9 sq mi.

About 6.3 sq mi are drained above the mouth of Tributary B,which is a little below the site boundary. The basin contains 0.47 sq mi of swamp / marsh.

Gradient Considering that portion of Butterfly Creek above the mouth of Tributary B, the average gradient is 16.4 ft/mi from 10 percent upstream to 85 percent upstream.

g4 565' 8

- Amendment 3 2.4-36a June 1979

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SUMMARY

PLOTS g,]g OM New YORK STATE ELECTRIC 8 GAS CORPORATION ENVIRONMENTAL REPORT l i* A M ENDMEN T 3, J U NF 197 9

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SUMMARY

PLOTS to 5650 % NEW YORK STATE ELECTRIC & GAS CORPORATK)N ENVIRONMENTAL REPORT I A MENDMENT 3, JUNEl979 j f

NYSERG ER NEW HAVEN-NUCLEAR The field investigation located 14 archaeological sites within the limits of construction. A group of six of these sites (Site numbers 1, 2 , 4, 5, and 6 in the northwest quadrant and Site number 14 in the southwest quadrant of the construction area) consist of modern (less than 50 years old) refuse dumps. These sites can be dismissed since they are too recent and without sufficient cultural importance to meet the criteria for nomination to the National Register of Historic Places and are of limited archaeological significance. The remaining eight sites have potential archaeological significance. Two sites (Site numbers 3 and 12) are located within the northwest quadrant. Site number 3 consists of a 19- early 20th century barn foundation and covers an area 58 x 132 ft. Site number 12 is the Rome-Oswego Railroad, completed through New Haven in 1865. The line later became part of the Rome, Watertown, and Oswego Railroad and, still later, part of the New York Central system. The rail line was abandoned in 1959. Two sites (Site numbers 10 and 13) are located within the northeast quadrant of the limits of construction. Site number 10, foundations of a 19th century farm, covers an area 200 x 20C ft and includes a barn, toolshed, ice house, milkshed, and house. A modern dump lies just behind the house and covers an area approximately 200 ft in diameter, including parts of the habitation site. Site number 13 consists of a small refuse scatter covering an area 30 x 37 ft. The material seems to date to the early 20th century. The southeast quadrant contains two sites - Site numbers 7 and 11. Site number 7 covers an area approximately 40 x 30 ft and consists of a scatter of refuse and large stones which suggest the presence of a 19th century house foundation. Site number 11 consists of a house foundation, wells, and refuse area which has dated to the late 19- early 20th century. The site covers an area 200 x 150 ft. Two sites (Site numbers 8 and 9) fall within the southwest quadrant. Site number 8, a barn and silo foundation, covers an area approximately 70 x 60 ft. Both were built in the late 19th century. Site number 9 consists of the foundations of a late 19- early 20th century farm complex. Included in the complex are a house, granary, ice house, milkshed, and barn. A fieldstone obelisk found on the site is of undetermined age and significance and was partially destroyed during the 1977 hunting season. 2.6.3 Resources within 5 Miles No structures listed on either the National Registry of National Landmarks are located within 5 mi of the site. The nearest property listed as eligible for l the National Registet of Historic Places is the Gustin-Earle Factory located in a 19th century industrial area, along the Little Salmon River in the Village of Mexico. This factory, located approximately 2 mi east of the site, manufactured butter dishes, animal polks, pails, and caskets in the 1870's. This site was excavated prior to construction of a sewage treatment plant and is probably no longer eligible for the National Register. Amendment 3 2.6-3 6IJune 1979 ()'d'/

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NYSE8G ER NEW HAVEN-NUCLEAR One building 9hich is included in the state inventory of historic places, at the recommendation of the St. Lawrence-Eastern Ontario Commission, is the Shepherd-Timbello House in the Town of New Haven. Located on the northeast corner of State Route 104 and County Route 6, the house is a large rambling structure with an observation tower built in the latter half of the nineteenth century. It is, however, in a dilapidated condition. At the death of the last Shepherd family owner, the building was sold to a local philanthropist while most of the surrounding property was given to the State University Foundation Inc. After che closing of a special school housed in the structure, the interior furnishings of the building were sold at auction and the house itself is now for sale. Visitors to the location are negligible'2'. Upon request, town historians identified a few other places of local historical interest including three churches in the Town of Scriba, the grave site of Silas Towre (a revolutionary var spy for George Washington) at Mexico Foint, and several residences in the Village of Mexico. All of these places are of uncertain historic value and all vould be between 4 and 5 mi from the proposed station. A formal opinion regarding the present condition of, and potential station impacts on, these and other historic places near the site has been requested from the New York State Division of Historic Preservation. A reply from Mr. Frederick L. Rath, Deputy Commissioner of the New York State Department of Parks and Recreation, is expected. 2.6.4 'li s u a llY Sensitive and Intensive land USes - Inventory Visually sensitive and intensive land use areas within a 5-mi radius of the proposed station site are presented in Figure 2.6-1. These areas, include residential concentrations, recreational and conservation areas, historic sites and scenic areas as well as highways and roadways or rail lines through the area. The significant visually sensitive or intensive locations that exist in the area involve permanent and seasonal residences and recreational usage along Lake Ontario. There are no historic sites, national parks, or major publi.c recreational areas and no major highway or rail corridors within 5 mi of the site. Selkirk Shores State Fark is the chief recreational attraction in the area, although it is beyond the 5-mi radius from the station. Other potential visually sensitive locations within 5 mi, such as Derby Hill bird refuge, Noyes Woods bird refuge and forest preserve, and Butterfly Swamp wetlands do not have views to the site. The representative photo locations chosen are described below. A limited number of photo locations were identified because of the low residential concentrations and limited number of public facilities within 5 mi. Selected photo locations from representative visually sensitive and intensive areas are also shown in Figure 2.6-1. These photo locations were selected to portray the views generally afforded of the station from various locations within a 5-mi radius. 56E 4 Amendment 3 = 2.6-4 June 1979

NYSE8G ER NEW HAVEN-NUCLEAR For the site seven photograph locations were selected from which the station and associated plums would be visible. These photo locations include views from residential areas, major access roadways, and recreational sites within the 5 mi radius. In some instances locations beyond 5 mi were selected go4 56514e Amendme ,nt,3 2.6-4a June 1979

NYSE8G ER NEW HAVEN-NUCLEAR LIST OF TABLES Tab.1 Title 3.1-1 Preliminary Estimate of Heights of 765-kV dnd 345-kV Switchyard Structures Above Tinish Grade 3.1-2 Preliminary Estimate of Clearances Between 765-kV and 345-kV Switchyard Equipment 3.1-3 List of Equipment - 765-kV and 345-kV Switchyards 3.2-1 Summary of Nuclear Steam Supply System Data 3.2-2 Summary of Turbine-Generator Conceptual Design Data (Conceptual Design Parameters) 3.2-3 Summary of Auxiliary Boiler and Stack Conceptual Design Data 3.2-4 Form B-10 Fuel 3.2-5 Form B-ll Fuel Storage and Delivery Systems 3.3-1 Station Water Use 3.3-2 Form B-8 Summary of Water Supply Conceptual Operation 3.4-1 Heat Dissipation System Characteristics 3.4-2 Form 3-6 Summary of Mechanical Draft Cooling Tower Ultimate Heat Sink, Normal Operating parameters 3.4-3 Torm 3-6 Summary of Evaporative Cooling Tower Conceptual Design Data (Conceptual Design Parameters) 3.4-4 Torm 3-3 Summary of Condenser Conceptual Design Data (Conceptual Design Parameters) 3.4-5 Evaporation from the Natural Draft Cooling Tower 3.4-6 Ultimate Hect Sink Water Losses (per Unit) 3.5-1 Parameters Used to Describe the Pressurized Water Reactor with U-Tube Steam Generators (Volatile Chemistry)

                                                        \O
                                                  $c~ c- Q Amendment 3                          3-v                             June 1979

NYSE8G ER NEW HAVEN-NUCLEAR LIST OF TABLES (Cont'd) Table Title 3.5-2 Expected Primary and Secondary Equilibrium Concentrations for one Unit 3.5-3 Radioactive Liquid Waste System Liquid Releases 3.5-4 Radioactive Gaseous Waste System and Ventilation System Gaseous Releases (ci/yr per Reactor) 3.5-5 Liquid Waste Systems, Components, and Capacities 3.5-6 Radioactive Liquid Waste System Sources Estimated Quantities and Flow Rates per Unit 3.5-7 Expected Decontamination Factors and Holdup Times 3.5-8 Radioactive Gaseous Waste and Ventilation Systems, Components and Capacities 3.5-9 Ventilation and Exhaust Systems Decontamination Factors 3.5-10 Ventilation and Exhaust System Release Point and Rate 3.5-11 Radioactive Solid Waste System Components and Capacities 3.6-1 Estimated Chemical Composition of Cooling Tower Blowdown 3.6-2 Expected Composition of Neutralized Wastes 3.6-3 Chemical Additions to Water Used for Station Operation 3.6-4 Chemicals Used for Initial Startup (per Unit Basis) 3.6-5 Estimated Combined Discharge Chemical Characteristics 3.6-6 Ambient Water Quality 3.7-1 Estimated Characteristics of Sanitary Waste Generated during operation 3.7-2 Predicted Discharge Characteristics of the Sanitary System Used during Operation 3.7-3 Sanitary Waste Treatment Equipment sizes and Capacities O Amendment 3 3-vi 5 6 5 1 M June 1979

NYSEtG ER NEW HAVEN-NUCLEAR LIST CF TABLES (Cont'd) Table Titig 3.9-1 Slopes along Proposed Route: tiew Haven - Marcy Segment 3.9-2 Slopes along Proposed Route: Station 126+03 - Volney Segment 3.9-3 Soils Series in Oswego County along Proposed Transmission Routes 3.9-4 Soils Associations in Oneida co ty along Proposed Transmission Route 3.9-5 General Location of Soils Series and Features Important to Transmission Line Construction in Oswego County 3.9-6 General Location of Soils Associations and Features Important to Transmission Line Construction in Oneida County 3.9-7 Plood Hazard Areas Crossed by the Proposed Transmission Corridors 3.9-8 Streams Crossed by Proposed Route 3.9-9 Historic Sites within 1.2 miles of Proposed Transmission Routes 3.9-10 Population Projections 3.9-11 Land Uses along Proposed Route go1 Amendment 3 3-vii

                                                    $$Q               June 1979

NYSERG ER NEW HAVEN-NUCLEAR CHAPTEp 3 THE STATION 3.1 EYTERNAL APPEARANCE OF THE STATION Tigure 3.1-1 presents the station layout and existing site topography and can be related to the station location plan presented in Figure 2.1-1. Figures 3.1-2 and 3.1-3 show the proposed finished contours and vegetative cover following construction and restoration of the site. Figure 3.1-3A shows offsite restoration in the makeup / blowdown pipeline corridor. Figures 2.1-2 and 3.1-4 show the locations of release points for liquid and gaseous vastes, and Figure 3.1-5 shows the elevations of gaseous release points. Figure 3.1-6 shows site elevation views rendered from a southeastern and southwestern direction. Figures 3.1-7 through 3.1-10 show elevation views of proposed architectural facade details. Figures 3.1-11 through 3.1-13 show architectural perspectives of the station and site area. Figure 3.1-14 presents an aerial photograph of the site area taken during a defoliate season. Figure 3.1-15 shows those site areas where major structures and excavation will be necessary during the construction of the facility. The major station structures are located in the southwest quadrant of the site. The proposed locations of these structures were determined by several factors: Nuclear Regulatory Commission requirements, railroad access, transmission exit from the site, and minimum topographic change. A specific objective in station location was to have Butterfly Creek remain essentially undisturbed both during construction and station operation. A natural vegetative buffer zone, large enough to avoid any sedimentation from adjacent cleared land entering the stream, will be left intact betweer. the creek and any construction activity. The station layout also minimizes irpact on the mature grove of trees located on the western portion of the site. The major materials for station structures are concrete and metal. The reactor containment structures, annulus buildings, diesel generator buildings, service water cooling towers, diesel generator fuel oil pumphouses, heating, ventilation, and air conditioning (HVAC) buildings, and etntrol buildings are built primarily of concrete. Other concrete structures include the natural draft cooling towers and pumphouse, and fuel buildings. The concrete is cast in placej Its exposed surfaces will be untextured, and its color is that of natural concrete. "he so{id waste and decontamination buildings above grade, service building, normal switchgear buildings, administration building, makeup water pumphousa, turbine buildings, and warehcase are primarily metal clad. Transmission towers and switchyard equipment are primarily metal frame structures. Heignt and spacing of switchyard structures and equipment are based on the National Electric Safety Code and Northeast Power Coordinating Council design criteria and assumed equipment parameters are given in Tables 3.1-1 and 3.1-2. Table 3.1-3 listy switchyard equipment. Metal surfaces have corrosion-Amendment 3 3.1-1 1O June 1979 5SE'M

NYSE AC- ER NEW HAVEN-NUCLEAR resistant coatings and finish colors which are neutral or earth tones. This color scheme is compatible with the natural site environment and the s+ation itself. Uniforn surface color treatment of metal clad structures is used, where appropriate, to enhar.ce station unity. In buildings where natural lights and views are beneficial, such as the administration buildings, windows are installed. Tanks above ground are finish painted in colors that are compatible with the surrounding station structures. Permanent station roads and parking areas are paved surfaces of untextured asphalt. Lane markings are painted in either yellow or white. The site is landscaped to harmonize with the structures and natural topcgraphy. During the excavation phase of construction, existing natural features are preserved where possible. The proposed revegetation, including ground cover and upright vegetation, is based on existing surrounding vegetation materials to re-establish the color, texture, and species composition prevalent in the area. Existing vegetation, with crown heights above the proposed station finish grade, that is preserved durirg construction will restrict site views of the lower station elements along the site boundary. The most effective visual screen is located parallel to State Route 104 This screening consists of landforms built up to elevations above the station finish grade and planted with screen plantings. 'a'here a high density visual buf f er is app ropriate, as in the case of nearby residences which face directly onto the site, evergreen trees are massed. I'here the need f or screening is less immediate, wider bands of deciduous and evergreen vegetation are planted. Both species composition and spatial arrangement are directed towards reflecting the character of this region. Areas not planted with trees or shrubs are seeded to control ere. ion. Ground cover for yard areas consists of lawn or crushed stone (Figure 3.1-3). Section a.5.3 provides a discussion of the landscape restoration to be performed during station construction. There are no plans for recreational, educational, or multiple use facilities on the proposed site. toh O Amendment 3 3.1-2 GG5 M aune i m

NYSEEG ER NEW HAVEti-NUCLEAR TABLE 3.1-1 EJ_ELI!fINARY ESTIMATE OF HELQJiTS OF 765-FV AND 345-F.V SWITCHYARD STRUCTURES APOVE FINISH GRADE 765 kV 245 kV Phase conductors (ft) 120 80 Static wire (top of structure) (ft) 145 100

                                                     \t0 SG3LCS Amendment 3                      1 of 1                    June 1979

NYSEtG ER NEW HAVEN-NUCLEAR TABLE 3.1-2 PRELIMINARY ESTIMATE OF CLEARANCES BETUEEN 755-KV AND 345-KV SUITCMYARD EQUIPMENT 765-kV Switchyard Breaker to breaker (ft) initial 160 possible future 80 Breaker to transformer (ft) 260 Breaker to reactor (ft) 250 Breaker to control house (ft) 80 Between outgoing lines (minimum within switchyard) (ft) 220 Between generator breakers (minimum within switchyard) (ft) 220 345-kV Switchyard Breaker to breaker (ft) 25 l Breaker to transformer (ft) initial 140 possible future 60 Between incoming lines (minimum within switchyard) (ft) 35 Between transformer breakers (minimum within switchyard) (ft) 135 O O Amendment 3 1 of 1 June 1979 565Fe

liYSEAC ER liEW HAVEN-NUCLEAR TABLE 3.1-3 L11T OF EQ2IPMi?ll 26 5-KV AND 34 5-K'l SUITCHYAFDS Circuit breakers Line reactors (765-kV switchyard only) Transformers Disconnecting switches Surge arresters Bus work Coupling capacitor voltage transformers Control house

                                                  \\b 56514G Amendment 3                     1 of 1                 June 1079

NYSE10 ER NEW HAVEN-NUCLEAR 3.6 CHEMICAL AND BIOCIDE WASTE SYSTEMS 3.6.1 Water Treatment Systems 3.6.1.1 Rav Water Makeuo System Water is taken directly from Lake Ontario at a constant rate of approximately 36,400 spm. The combined two-unit circulating water system cooling towers and ultimate heat sink require 35,520 gpm and 800 gpm, respectively to replace blevdown, evaporation, and drift losses. Approximately 450 gpm are conveyed to the demineralized water makeup system when demineraliz.ed water makeup is required. The pH of the makeup water to the natural draft cooling towers (circulating water system) is reduced to approximately 7.7 to control calciun carbonate scaling by shifting the carbonate / bicarbonate equilibrium. This is accomplished by adding an average of 27,800 lb of 93 percent H 2 SO, per day to the makeup water before it is introduced into the circulating water system. Rav vater quality and cooling tower blevdown vill be monitored periodically for pH, alkalinity, and calcium, for the purpose of controlling the calcium carbonate saturation index of the circulating water. No spacific procedures have been prepared for makeup water pH sampling and monitoring. 3.6.1.2 Demineralized Water Makeup System The demineralized water makeup system is located in the service building (building 13 of Figure 3.1-1). The demineralized water makeup system, by treatment of Lake Ontario water, provides high quality filtered and domineralized water for use in the condensate cycle and for other station uses. The system is comprised of:

1. A pretreatment process, including a rav vater tank and two activated carbon filters.

2. A demineralizer process, including two cation, two anion, and two mixed-bed ion exchange units arranged in two parallel trains.

Figures 3.6-1 and 3.6-2, respectively, are schematic diagrams of the pretreatment process and the demineralizer process. During normal station operation, a carbon filter and one demineralizer train is in service, with a ca bon filter and a second demineralizer train on standby or undergoing reconditioning. During peak demand periods all units can be operated simultaneously, at the design system flow rate of 450 gra of demineralized water to the demineralized water storage tank. Pretreatment Process The rav vater is taken from Lake Ontario and directed to a 2,000 gal rav vater tank. The water is then pumped at a design flow of 225 gpm through each of two activated carbon filters to remove suspended solids and dissolved organic t Amendment 3 . 3.6-1 [$(5Eh3EN P June 1979

NYSEEG ER NEW HAVEN-NUCLEAR compounds. The pretreated makeup water is then directed to the demineralizer process for further treatment. When a demineralizer train is chemically regenerated (see below), the activated carbon filter serving that train is backwashed with raw water. The frequency of this operation is described in the following subsection. Approximately 3,600 gal of wastewater are produced from the backwash of an activated carbon filter. This vastewater is combined with the regeneration vaste in the vaste neutralizing tank. The total suspended solids concentrations (TSS) provided in Table 3.6-2 are those promulgated in 40CFR423 for low volume vastes. These allowable concentrations reflect, and are slightly higher than, the theoretical TSS concentrations obtained by dividing the total mass of suspended material removed from the raw water during the filter run, by the combined wastewater volume of the activated carbon filter backwash, and associated anion and cation demineralizer train chemical regenerant volume.

   ?cminaralization Process The deminerali:ation process is divided into two trains.               Each train, consisting cf a cation, an anion, and a mixed bed demineralizer, has the capacity to produce 225 gpm of domineralized water.

Essentially all dissolved constituents present in the water are removed by the cation and anion demineralizers. The mixed bed demineralizers serve as polishing units to remove trace quantities of dissolved solids which may pass through the cation and anion demineralizer units. After demineralized water passes through the mixed bed demineralizer units, it is stored in the demineralized water storage tank for subsequent use in the station. The volumes of the decineralizer beds and the demineralized water storage tanks are: cation bed (2) 215 cu ft resin / bed Anton bed (2) 172 cu ft resin / bed Mixed ted (2) 60 cu ft resin / bed Dcmineralized water storage tanks (3) 450,000 gal / tank Resin bed volumes are based on a service run length of 20 hr at the rated capacity, and assuming a design raw water quality based on the monthly ambient water sample having the maximum total dissolved solids concentration (Refer to appendix 2.aA, Table 2.4A-1, June 1977 data) adjusted for ion balance. Demineralized water storage tanks are designed to fulfill steam and power conversion system peak water requirements during station startup. Makeup demineralizer system product water quality is as follows: Amendment 3 3.6-2 M tj[geggg gg June 1979 i

NYSE8G ER NEW HAVEN-NUCLEAR Parameter Concentration Silica <0.02 mg/l Sodium <0.01 mg/l Specific Conductance <0.2 umhos/cm Periodic regeneration of the cation-anion and mixed bed demineralizer units restores the resins to the hydrogen and hydroxyl forms. The regeneration vastes flow to a vaste neutralization system for pH adjustment to between 6.0 and 9.0. The cation and anion exchange units are designed to be regenerated once every 20 hr during maximum conditions. It is estimated that based on average deminerali:ed water demand each train will be regenerated approximately once every 10 days. During regeneration, each unit is first backwashed with normal influent vater. The cation resins are chemically regenerated with 2 percent, 4 percent, and 6 percent solutions of sulfuric acid. The anion resins are regenerated with a 4 percent solution of sodium hydroxide. Each anicn unit is rinsed with demineralized water to a low conductivity end point. Each cation unit is rinsed with filtered water. A similar procedure is used to regenerate the mixed bed units. Regeneration of the mixed bed units is estimated to occur once every 60 days. The approximate average quantities of chemicals expected to be used pec month are as follows: Sulfuric acid 6,500 lb as 93% H 2 S0y Sodium hydroxide 10,000 lb as 50% NaOH The volume of the chemical regeneration vaste for a single demineralizer train is approximately 27,000 gal. Regeneration of the mixed bed demineralizer associated with the train results in approximately 2,700 gal of wastewater, included in the 27,000 gal total volume. The regeneration vaste volume is not affected by run length time (i.e. frequency of regeneration). The vaste neutralization system includes a 50,000 gal neutralization tank which has 1.85 times the capacity required for the neutralization volume of one complete demineralizer train. The neutralization tank is provided with pumps, pH instrumentation, and mixing equipment. The mixer will provide for uniform characteristics of the tank contents to facilitate thL batch neutralization process; the mixer will operate during discharge of the neutralized waste to ensure uniform discharge characteristics. The vaste neutralization system pro-vides for continuous pH monitoring of the tank contents during neutralization and subsequent discharge. A grab sample of the discharge from each neutralized waste batch is analyzed for total suspended solids. Figure 3.6-3 shows the system, and Section 3.6.7 gives the anticipated composition and flow of neutralized wastes discharged. 3.6.2 Biocide system Biofouling in the cooling water system is centro 11ed by chlorination using sodium hypochlorite, which is generated onsite as needed. Hypochlorite solution is injected into the circulating water and service water systems. I e a 6 . ne 1979 565'r'--3

NYSE8G ER NEW HAVEN-NUCLEAR The circulating water and the turbine and reactor plant service water systems for each unit are dosed at various times. In the circulating vater system, the injection points are just upstream of the inlet water box in each condenser train. In the turbine plant service water system, the hypochlorite solution is injected into the main pipeline upstream of the heat exchangers. In a similar manner, the reactor plant service water system is dosed into the line supplying the reactor plant heat exchangers at a point downstream of the reactor plant cooling tower blowdown takeoff point. Hypochlorite addition to the circulating water system is controlled by chlorine analyzers. Each stream that is chlorinated has an automatic free available chlorine analyzer / controller located downstream of the last waterbox. Hypochlorite addition is controlled to maintain a free available chlorine level of 0.5 ppm at the analyzer during chlorination. Automatic feedback control is performed by free chlorine analy7ers. The circulating water system and both service water systems are chlorinated twice per day for a period of 30 minutes each time. Based on the above chlorination characteristics and the EPA residual chlorine model( , calculatiens indicate that both free available and total residual ct.lorine concentrations should comply with applicable federal effluent regui2tions indicated in -CCFR423. Figure ?.6

shows the points of injection and locations of free residual chlorine analyzers.

The sodium hypochicrite biocide system includes sodium hypochlorite generators, a sodium hypochlorite solution storage tank, a sodium chloride dissolving storage tank, hypochlorite feed pumps and distribution equipment with associated controls, and residual chlorine monitoring systems. 3.6.3 Floor and Equirnant Drainsee Nonradioactive plant ficor drainage and runoff frem the auxiliary boiler fuel oil storage area which may contain suspended solids, oil or grease is routed through oil-water separators before it is discharged to the cooling tower bicudown. The ficv rates and composition of flow and equipment drainage are intermittant and variable, since these data are dependent on co_2y operating conditions, potential spills, etc. The maximum flow rate from flou. and equipment drainage is estimated to be less than 7,200 spd. Oil-vater separator design vill be of the corrugated plate interceptor type. Capacity of the oil-water separator equipment serving the turbine buildings is approximately 75 gpm. The oil-water separator treating runoff from the auxiliary boiler fuel oil storage area vill de designed to treat runoff resulting from the one in 10 yrs, 24 hr storm (i.e., approximately 7,000 gal for the area contained within the dikes.) After treatment, the composition of all ficar and equipment drainage and of runoff from the auxiliary boiler fuel oil storage area vill comply with the following limitations (40CFR423):

                     .                                            w                O Amendment 3                          3.6-4              .
                                                             ;       g  June 1979

NYSERG ER NEW HAVEN-NUCLEAR Average Maximum Total suspended solids 30 mg/l 100 mg/l Oil and grease 15 mg/l 20 mg/l Indoor areas for bulk storage of chemicals are surrounded by curbs designed to contain the entire contents of the largest vessel within the curbed area. Chemical spills or leakage from those areas, except for storage areas in the reactor plants,are collected in transfer sumps and pumped to the waste ~ neutralizing system described in Section 3.6.1. Reactor plant liquid waste treatment is described in Section 3.5.2. Storm runoff from chemical storage areas located outdoors, is described in Section 3.6.4 3.6.4 Roof and Yard Drains Roof and yard drainage is collected and conveyed to the storm drainage system. Storm drainage is conveyed offsite via drainage swales indicated in Figures 3.1-2 and 3.6-5. Figure 3.6.5 also indicates the acreage of all storm drainage areas, and specific areas for all diked chemical or oil storage. Runoff from these storage areas, except for runoff from the auxiliary boiler fuel oil storage tank, is also discharged to the storm drainage system. Treated runoff fiom the auxiliary fuel oil storage tank diked area, which is also shown in Fi 6ure 3.6.5, is discharged to the cooling tower blowdown as indicated in Section 3.6.3. All chemical and above ground oil storage areas located outside of buildings are constructed on concrete pads and are surrounded by concrete spill containment dikes. The internal concrete surfaces of the sulfuric acid and sodium hypochlorite spill containments are treated with a resistant chemical coating. The diked storage areas are sized to contain the complete contents of the storage tank in addition to the runoff from the one in 10 yr, 24 hr storm of 3.7 in'2' originating within the diked area. Runoff from the sulfuric acid storage tank diked areas and from the sodium hypochlorite storage tank diked areas is discharged to storm drainage from sumps located within the diked areas. Sumps are equipped .th level indicators and a normally closE postindicator discharge val 'rior to discharging rainfall runoff item these sumps, a pH reading wil taken of the sump contents. All other fuel or lubricating oil storage tanks are either located below ground, such as the two diesel generator fuel oil storage tanks and the gasoline storage tank, or are located within buildings, such as the vaste lube oil stcrage tanks which are located in both turbine buildings. Station and switchyard transformers and reactors are insulated and cooled by oil. The oil contained in the transformers is a mineral type, with ditertiary butyl paracresol added to extend its oxidative life. No material containing PCB's are used in any part of the station. gt' l Amendment 3

3.6-5 E5kh 5 YI June 1979

NYSEtG ER NEW HAVEN-NUCLEAR Runoff from switchyard surfaces other than from the immediate areas of the transformers and reactors, is collected and discharged to storm drainage as shown in Figure 3.6-5. Transformers and reactcvs are placed in concrete basins. A separate, underground drainage system conveys runoff which originates on the surfaces of the transformers and reactors, as well as any potential oil spillage, to collection pits constructed of concrete. The collection pits are designed to contain as a minimum, the entire cil contents of the single, largest trans# emer in an area, in addition to the runoff from the once in 10 yr, 24 hr storm defined previously in this section. The

1argest oil volure from a single transformer in the station transformer areas is approximately 36,000 gal. The oil volume of the single largest transformer in the area of the switchyards is approximately 18,500 gal. The collected storm water runoff from the transformers and reactors is treated in a corrugated plate type oil / water separator and discharged to storm drainage.

 "ost oil spillage is cleaned up manually; any remaining oil removed from the oll/ water separators, and any manually cleaned spillage would be disposed of offsite by a licensed contractor.

Monitoring of the performance of switchyard and station transformer equipment, routine ensite inspection of electrical equipment, manual cleanup of any leakage cr spills associated with equipment maintenance, and the design of the drainage and treatnent system for the station transformer and switchyard areas are expected to minimize, if not preclude, any oil discharges to storm drainage. Weekly composite samples from the effluent of the oil / water separators will be analyzed for oil and grease. The storm drainage system discharge quality will comply with the fcilowing limitations (40CFR4:3): Concentration Total suspended solids <50 mg/l pH 6.0 to 9.0 3.6.5 Diccharees to Eand There will be no discharges to land. 3.6.6 Discharees to Air Water treatment chemicals introduced into the circulating water system will be discharged to the air via cooling tower drift. Drift from the proposed u.. oral traft cooling tower system is limited to 0.002 percent of the circulating rater ficw rate. Section 7.8.4 presents the chemical constituents of drift. Section 5.1 presents the magnitude and e acts of salt deposition resulting from drift discharge. O Amendment 3 3.6-6 kk June 1979 5654.c;

NYSEtG ER NEW HAVEN-NUCLEAR 3.6.7 Discharges to Water 3.6.7.1 Cooline Tower Blowdown The evaporation of water is the main heat transfer mechanism and results in an increase of the dissolved solids concentration in the circulating water. To control the dissolved solids level in the circulating water, a portion of the circulating water is withdrawn as blowdown. The cooling tower blowdown rate varies, such that under normal operating conditions, the makeup to blowdown flow ratio results in an average concentration factor of dissolved solids of approximately 3.0. As the cooling tower evaporation varies during the year, the resulting concentration factor varies from a maximum of 6.0 to a minimum of 2.45. It is estimated that the maximum instantaneous concentration factor (as measured by mass balance of makeup flow and evaporative losses deterrined from hourly meteorological observations) during the data period will be equalled or exceeded for 3 hr in 10 years, based on 10 years of meteorological data from Syracuse Hancock International Airport (National Weather Service). Table 3.6-1 lists the estimated average and maximum chemical concentrations in the cooling tower blowdown. The average concentration is based on the average concentration factor and average ambient concentration of each parameter. The annual average and maximum ambient water quality is summarized in Table 3.6-6. The maximum composition represents the estimated worst possible conditions for that particular parameter while the average composition represents the expected normal operating condition. Both the average and the maximum concentrations for iron, chromium, and nickel include the increase in the concentrations of these metals due to corrosion in the circulating water system and the turbine plant and reactor plant service water systems. Cooling tower blowdown complies with 40CTR423. 3.6.7.2 Neutralized Demineralizer vastes Neutralization is performed on a batch basis. The neutralized wastes are released at : rate of approximately 100 gpm to the co' ling tower blevdown system. Table 3.6-2 lists the expected mean and maximum chemical concentrations in the neutralized vaate resulting from:

1. Carbon filter backwash and rinse

2. A cation and anion regeneration cycle

3. A cation, anion, and mixed bed regeneration cycle The mean concentration is bat on the design regeneration cycle and the maximum concentration of each parameter, except for the trace elements which are based on average ambient concentrations. The maximum concentration is based on the design regeneration cycle and the maximum concentration of all parameters, including the trace elements. It is assumed that the effect of

Amendment 3 3.6-7 g June 1979 565M9

NYSE8G ER NEW HAVEN-NUCLEAR carbon filter waste on the total neutralized waste is an increase of suspended solids only. The neutralized waste complies with 40CTR423. 3.6.7.3 Chemical Additions to Plant Uater Table 3.6-3 lists all chemicals and corrosion products added to the station water. A brief description of the reasons for their use is included in the table. The table gives estimates of monthly station use, station discharge, and the frequency of use. Table 3.6-4 shows the chemicals used for initial plant startup. The quantities of sulfuric acid and sodium hydroxide indicated in Table 3.6-4 represent the total requirement for chemically regenerating the ion exchange demineralizers for the makeup demineralizer and the condensate polishing demineralizer systems during initial startup. Of these total quantities, 15 percer.t are discharged from the neutralized makeuc demineralizer regeneration vaste. The composition of the neutralized waste is indicated in Table 3.6-2. The remaining acid and caustic quantities, as well as all otber chemicals indicated in Table 3.6-4, are not discharged,but are either used in closed systems or evaporated as described in Section 3.5-2. Freoperational cleaning is described in Section 4.1.11. 3.6.7.4 Cembined Waste Discharge Cooling tower clowdown is released continuously to Lake Ontario during station operation and serves as dilution water for the release of other treated liquid wastes. The estimated average and maximum chemical concentrations of the combined waste discharge is shown in Table 3.6-5. The expected plant discharge was computed by performing a mass balance based en the flow rate and chemical ccmposition of the blevdown and other plant liquid wastes. Corrosion products were added directly to the cooling tower blowdown. Neutrali:ed makeup demineralizer wastes and icw level radioactive wastes were cdded to the cooling tower blowdown using the following relationship. C : C,Qi + C 2 Q2 + C,Q, (3.6-1) Qi+Q2 + Qi where: C : concentration in plant discharge C,Q, : concentration and flow, respectively, cooling tower blowdown C2Q2 : concentration and fiou, respectively, makeup demineralizer regeneration vaste O June 1979 Amendment 3 3.6-8 r> r:u g

                                                          ~ r W.,

NYSE8G ER NEW HAVEN-NUCLEAR C,Q, = concentration and flow, respectively, low level radioactive vastes All effluents comply with the limitations indicated in 40CFR423. 3.6.3 Ground Decosition Section 3.1.4.2 treats the ground deposition of salts and other drift constituents. 3.6.9 Airborne Airborne concentrations of chemicals and other constit aents entrained in cooling tower drift are negligible. Drift is limited to approximately 10 gpm per unit. Section 5.1.4 presents further applicable details. 3.6.10 Reference for Section 3.(

1. National Environmental Research Center, Office of Research and Development. Predicting and Controlling Residual Chlorine in Cooling Tower Slowdown. EPA-E2-73-73-293, U.S. Environmental Protection Agency, Corvallis, Oregon, July 1973. l

2. U.S. Department of Commerce. Technical Paper No. 40, Rainfall frequency Atlas of the United States, Chart 46, 1963. .

                                                            %I \

Amendment 3 3.6-9 June 1979

NYSE80 ER NEW HAVEN-NUCLEAR TABLE 3.6-1 ESTIMATED CHEMICAL COMPOSITION OF COOLING TOWER BLOUDOWN C21;tituent Averane Maximum

A.kalinity, total (mg/1) as CACO, 84 86 Chlorides (eg/1) 95.5 240 Sulfate (mg/1) 254 691 ThenolsCug/1) 5.2 24 Ammonia (total) (mg/1) as N 0.06 0.24 Nitrite (mg/1) as N 0.01 0.04 Nitrate (mg/1) as N 0.55 1.96 Nitrogen (organic) (mg/1) 0.76 1.92 Orthophosphate (mg/1) as P (total) 0.013 0.078 Phosphorus (mg/1) as P (total) 0.04 0.16 Total dissolved solids (TDS) (mg/1) 607 1,360 Total suspended solids (TSS) (mg/1) 7.3 30 Silica (mg/1) 0.76 3.72 Aluminum (eg/1) 0.251 1.53 Calcium (eg/1) 114.5 258.3 Cadmium (us/1) 0.47 3.7 Chromium (ug/1) 15.8 25.0 Cuprer (ug/1) 6.72 26.4 Iron (eg/1) 0.40 0.97 l Lead (ug/1) <2.9 7.8 Magnesium (mg/1) 24.2 51.6 Manganese (mg/1) 0.02 0.10 Mercury (ug/1) <0.61 3.1 Nickel (ug/1) <l5.0 57 l Potassium (mg/1) 4.09 9.60 Sodium (mg/1) 43.8 102 Zine (ug/1) 89.1 324 pH 7.8 6.0 to 9.0 Organic carbon (total)(mg/1) 9.1 24 Fluoride (mg/1) 0.38 0.90 Cyanide (total) as Te(CN), (mg/1) <0.01 <0.03 Beryllium (ug/1) <3.2 9.0 Boron (ug/1) 102 270 Cobalt (ug/1) <4.67 27.0 Molybdenum (ug/1) <149 330.0 Selenium (ug/1) <4.97 24.0 Vanadium (ug/1) <353 1,320.0 Arsenic (ug/1) <5.55 18.2 Iodine (mg/1) <0.82 <5.45 Tree available chlorine (mg/1) 0.2** 0.5**

Cxygen, dissolved (mg/1) 9.1 7.3 (minimum) Amendment 3 1 of 2 r

                                                   \@ 4 ,, June 1979

NYSERG ER NEW HAVEN-NUCLEAR TABLE 3.6-1 (Cont'd) NOTES:

Maximum concentrations are based on maximum concentration factor and the maximum concentrations of each chemical observed in the ambient (makeup) water. Accordingly, the simultaneous occurrence of all maximum concentrations is extremely unlikely.
w Free available chlorine concentrations refer to the daily, 2-hour period (see 40CTR423). At all other times, there is no measurable discharge of chlorine.

O sssd e 2 of 2

NYSESG ER NEW HAVEN-NUCIIAR TABLE 3.6-3 CHEMICAL ADDITIONS TO WATER USED FOR STATION OPERATION

  .                                                                         Estimated Monthly Ouantities (lbro)

Chemical Used and Rysson for Use, Addition to System Station Disch vge Frequency of
System Involved or Sob 2cw of Chemical Average Maxinum Average Maximum Chemical Addition Sodium hypochlorite (as C1,)

k k.. N_T y circulating water system B5ofoiIling control 38,900 46,700 73 13 lb/ day Twice/ day each unit Reactor plant service (CMiof'ouling control 3,400 4,100 2.4 0.4 lb/ day Twice/ day each unit water system ' Turbine plant service Biofouling control 1,400 1,600 None None Twice/ day each unit p Sanitary tre<stment f- Disinfection of 15 38 0.04 0.1 lb/ day Continuous facilities c- c sewage treatment plant effluent Potable water system [Q: W j Disinfection of potable water 2 5 None None Continuous gbyR, *] Sulturic acid (a s 100% H,SA) Makeup wate nt Scaling control of 710,700 994,000 696,200 973,700 Continuous system circulating water as SO. as 50, system makeup water Demineralized water Regeneration of ion 6,000 66,000 5,900 64,700 Once every 5 days makeup treatment system exchanges as SO. as SO. (avg) Twice per day (max) Condensate polisher system Regeneration of ion 13,200 17,100 tione None Once every 3 days exchange resins Sodium hydroxide (} (a s 100% NaOH) C Demineralized water makeup Regeneration of ion 5,000 55,000 2,900 31,600 Once every 5 days bl treatment system exchange resins as Na as Na (avg) p bA Twice per day (max) i ) Condensate polisher system Regeneration of ion 10,800 141,000 None None Once every 3 days

% p()                                      exchange resin Amendment 3                                                         1 of 2                                                 June 1979

NYSE6C ER NEW HAVEtJ-NUCLEAR TABLE 3.6-3 (Cont 'd) i Estimated Monthly Ouantities (I b Mo1

Chemical Used and Reason for Use, Addition to System Station Discharge Frequency of System Involved or Source of Chemical Averaqe Maximum Average Ma x 1:m 2m Chenical Addition boron (as B) l Reactor coolant Soluble neutron 20,000 N/A 0.86 0.17 lb/ day N/A system l absorber lb/yr Chromates (a s K,CrO,)

Reactor nlant component corrosion control 80 lb/yr N/A None None N/A cooling water system Turbine plant componeat Corrosion control 365 lb/yr N/A None None N/A cooling water system Agenon ia (a s Nif ,) (28m) Steam and power Steam generator 12,400 27,000 None None Continuous conversion system corrosion control IIydra z ine (a s N,H ) (351) Steam and power conversion Feedwater train 800 4,500 None None Continuous system corrosion control Iron, Nickel, Chrortium Oxides as Indicated Main cooling water system Corrosion products N/A** N/A Cr: 22 N/A N/A fron main condenser Fe: 83 Ni: 11 Reactor plant service Corrosion products N/A N/A Cr: 3.3 N/A N/A water service from heat exchangers Fe: 415 C and service water Ni: 1.7

       @                                oiping
       @g Turbine plant service         Corrosion products                N/A            N/A      Cr: 0.83        N/A                N/A water system                  from service wa                                           Fe: 63.6 piping                                                    Ni: 0.42 NOPES:                                               ,

Based on 100 percent capacity 4 d

1 f#

                                                                                      %9
                                                                                    l G      G:l -        ' >jG't Q ;y)f_
          **   Not applicable                                                                ,

i{ Amendment 3 2 of 2 June 1979 O O O

NYSEtG ER NEW HAVEN-NUCLEAR TABLE 3.6-6 AMBIENT PATER OUALITY Constituent (mc/l except where noted) Averanex MaximumW Alkalinity as CACO, 89 94 Chloride 33 40 Sulfate 29 34 Tree available chlorine ND** NDw* Thenols (ug/1) 1.8 e.0 Ammonia N (total) 0.02 0.04 Nitrite as N 0.0036 0.0064 Nitrate as N 0.19 0.33 Nitrogen (organic) as N 0.23 0.32 Orthophosphate as P (total) 0.0045 0.013 Thosphorus as P (total) 0.015 0.026 TDS 221 243 TSS 2.5 5.0 Silica as 5102 0.26 0.62 Aluminum (ug/1) 86 255 Calcium 39.2 43.0 Cadmium (us/1) 0.16 0.61 Chromium (ug/1) 1.C 2.1 Iron 0.0513 0.120 Lead (us/1) <1 1.3 Copper (ug/1) 2.3 4.4 !!agnesium 8.3 8.6 !!anganese (ug/1) 8.3 16 !!ercury (ug/1) <0.21 0.52 Nickel (ug/1) <3.1 8.5 rotassium 1.4 1.6 S o diu.n 15 17 Zine (ug/1) 31 54 pH 8.5 8.8 Organic carbon (total) 3.1 4.0 Fluoride 0.13 0.15 Cyanide (total as CN)(ug/1) <5 <5 l Seryllium (ug/1) <l.1 1.5 Bcron (ug/1) 35 45 Cobalt (ug/1) <l.6 4.5 !!olybdenum (ug/1) <51 55 Selenium (ug/1) <l.7 a.0 Vanadium (ug/1) <121 220 Iodine <0.28 <0.90 Arsenic (ug/1) <1.9 3.0 NOTES:

Concentrations are bar.ed on ambient water quality data obtained from station 33 (middepth and bottom)
- None detected Amendment 3 1 of 1 tj{3tjjygq$ June 1979 k

pH MONITOR FROM CAUSTIC DAY TANK C ARBON FILTER B ACKWASH WASTE : NEUTR ALIZED WASTE DISCHARGE PUMPS C mT2 _ TO COOLING TOWER ( DEMINERALIZ Eh REGENERATION WASTE - ( : 7 ' ~ BLOWDOWN LINE DRAINAGE FROM CHEMIC AL STORAGE AREAS

RECYCLE / DISCHARGE VALVES m MX R C AU ST IC WASTE FEED PUMPS NEUTR ALIZING TANK FROM ACID DAY T ANK

[ - [- ACID FEED PUMPS (Il Q n }s l) J FIGURE 3.6 -3 NEW HAVEN SITE Q1,g1 SCHEMATIC FLOW DIAGRAM WASTE TRE ATMENT SYSTEM NEW YORK STATE ELECTRIC G GAS CORPORATION ENVIRONMENTAL REPORT AMENDMENT 3, JUNE 1979

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=**m NE.W YOW. STATE ELECTRIC & GAS CONFORATION ENVWONMENTAL RE PORT QQ u. ,Y L .7 r F l
AV E NOM E N T 3. JU*d O O
NYSE8G En NEW HAVEN-NUCLEAR 3.7 SANITARY AND OTHER WASTE SYSTEMS Sanitary waste water is treated in a package sewage treatment plant. During station operation, the effluent is discharged to Lake Ontario via the cooling tower blowdown line. The sanitary waste treatment system is designed to treat the maximum flow of sewage (i.e. 90,000 gpd) which occurs during construction of the station (Section 4.1.5), as well as the sewage flows occurring during station operation. The expected station population during normal operation is 191; during refueling the station population increases to an expected maximum of 541. Based on rates of 35 gal per capita per day of sanitary waste water and 0.085 lb of 5-day biochemical oxygen demand (BODS) per capita per day, the maximum daily quantity of sanitary waste water during refueling is approximately 18,900 gal which contains 46 lb of BODi. The average daily sanitary easte water flow is 6,700 gal which contains 16.3 lb of BODS. Table 3.7-1 summarizes the characteristics of sanitary waste prior to treatment. As a minimum, the sewage treatment plant provides the following effluent quality as required by 4CCTR133 and Neu York State Environmental Conservation Law 17-0509 for secondary treatment: Parameter Effluent Ouality BODi 30 mg/l for 30 consecutive day average 45 mg/l for 7 consecutive day average Total Suspended 30 mg/l for 30 consecutive day average Solids (TSS) 45 mg/l for 7 consecutive day average pH 6.0-9.0 pH units The sewage treatment plant also satisfies the requirement to remove 85 percent of TSS arid BODS. A schematic flow diagram of the sanitary waste treatment system is presented in rigure 3.7-1. The sewage treatment plant system uses the rotating biological contactor process. This process is a secondary biological treatment system consisting of a number of closely spaced discs mounted on a horizoatal shaft. The discs are slowly rotated while partially submerged in vaste water so that the biological growth on the discs is alternately submerged and aerated. Organic material in the vaste viter is oxidized by the growth of micro-organisms on the disc surfaces or synthesized into additional biological solids. Excess biological solids are sloughed off by the shearing force caused by disc rotation. Sloughed solids are separated from the t-eated waste water in a clarifier. Waste biological solids are discharged to an aerated sludge holding tank, which providet a storage capacity of 40 days for the maximum accumulation of sludge during station refueling. The sludge holding tank provides aerobic 3.7-1 r r-3 iD
NYSE8G ER NEW HAVEN-NUCLEAR digestion for the vaste biological solids. Based on inspection of the accumulated sludge volume in the tank, sludge is settled and then pumped from the tank for aisposal to an approved offsite location by a DEC licensed contractor. Sludge volume during normal station operation is estimated to be 1,800 gal per month based on an assumed 2 percent solids concentration. Effluent from the sewage treatment plant is chlorinated prior to discharge to the cooling tower blowdown. The sewage treatment plant effluent complies with the following DEC guidelines (Policies and Procedures Manual, Title 9:00, Chapter 9: 10) for fecal coliform bacteria: 200 MFN*/100 mi for 30 consecutive day geometric mean 400 MpN*/100 m1 for 7 consecutive day geometric mean
~~Maximum Probable Number Table 3.7-2 provides a summary of effluent quality and quantity.~~
Table 3.7-3 lists the sizes of the two equalization basins, the rotating biologreal cont actor (R3C), the two clarifiers, and the disinfection chamber. During construction, both equalization basins and clarifiers are used. The larger of the two equalization basins and the two clarifiers are disconnected for the relatively lower loadings which occur during station operation. RBC sizes are tased on typical ecuipment manufacturer's information. The clarifier and disinfection chamber capacities are designed in accordance with the appropriate surface settling rates and detention times indicated in the " Ten-State Standards". Equalization basins are designed to contain approximately two-thirds of the peak daily sewage flows during station construction and during station operation. Effluent from the sanitary waste treatment system will be monitored as set forth by the 40: State Discharge Fermit. The station produces general refuse, which typically includes paper, metals, food waste, yard rubbish, synthetics, rags, and inerts such as glass, stone, dirt, and screen washings from the intake system. Paper is the principal ccmponent of this refuse. About once a week, general refuse is hauled from the statron by a state licensed contractor to an offsite DEC approved sanitary landfill. B_aferance
~~1. Great Eakes-Upper Mississippi River Board of State Sanitary Engineers, 1971. Recommended Standards for Sewage Ucrks. Health Education Service, Albany, N.Y.~~
k Amendment 3 3.7-2 bbE*[53NShk June 1979
NYSEtG ER NEW HAVEN-NUCLEAR TABLE 3.7-1 ESTIMATED CHARACTERISTICS OF SANITARY WASTE GENERATED DURING OPERATIOE FrecuenCvM Volume Trans- .Lgal) Collec- Treat- porta- Dis- Monthly tion rent tion posal YearlyMM MazMMM Avg 5MMM C C P C 3,180,000 570,000 201,000 Concentration (me/1) Yearly Monthly Ave a Maz Avg 30D, 300 300 300 SS 200 300 000 Weight (1b) Yearly Monthly Av2*w Max *ww Avgwwww BOD, 7,710 1,400 490 SS 5,300 950 340 NOTES: M Key: C, contiruaus; P, periodic (sludge only) ww Based en each plant down for efueling 30 days / year-normal operation rest of year
*** Based on one plant refueling and one plant operational wwww Based un both plants operational Amendment J l of 1 1beune 1979 565149-
NYSEIG ER NEW HAVEN-NUCLEAR TABLE 3.7-2 PREDICTED DISCHARGE CHARACTERISTICS OF THE SANITARY SYSTEM USED DURING OPERATION Quantity (lb/mo) Discharne liayg Avg Concentration <a, Sanitary Tacilitytb5 Floating and settleable solids 0 0 0 Suspended solids 140<c, 50 d, 30 mg/l for 30 consecutive day average 45 mg/l for 7 consecutive day average BOD, 140<c' 50<d5 30 mg/l for 30 consecutive day average 45 mg/l for 7 consecutive day average Fecal coliform bacteria NA NA 200 mpn i f>/100 mi for 30 consecutive day geometric mean 400 men 'f>/100 mi for 7 consecutive day geometric mean Chlorine 2,4 < c, 0.84cd. 0.58e8 pH NA NA 6 to 9 NOTES:
a. Except for pH and fecal coliform bacteria

b. Discharge vill conform with federal (40CTR133) and state (NYS Environmental Conservation Lav 17-0509; Chapter 9210 of the New York DEC Policies and Procedures Manual) requirements.

c. Based on one plant operational and one plant undergoing refueling

d. Based on both plants operational Amendment 3 1 of 2 June 1979
~~NYSERG ER NEW HAVEN-NUCLEAR TABLE 3.7-2 (Cont'd)~~
e. A controlled chlorine concentration of 0.5 mg/l as C12 will be maintained in the discharge for disinfection purposes. Chlorine will be introduced by the addition of sodium hypochlorite.

f. Most probable number
\%
Amendment 3 2 of 2 565.t6e. aune 1979
NYSE8G ER NEW HAVEN-NUCLEAR TABLE 3.7-3 SANITARY WASTE TREATMENT EOUIPMENT SIZES AND CAPACITIES fouipment Item Size or Capacity Equalization Basins (2)* Volume basin A 47,000 gal Volume basin B 13,000 gal Rotating Biological Contactor (RBC) Treatment surface area 50,000 sq ft RBC vessel volume 3,700 gal Clarifiers (2)* Volume clarifier A 12,400 gal Volume clarifier B 3,300 gal Disinfection Chamber Volume 1,000 gal NOTE:
~~The total capacities of both clarifiers and equalization basins are used during station construction. Only equalization basin B and clarifier B are used for station operation.~~
\
5651SG Amendment 3 1 of 1 June 1979
NYSE8G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS CHAPTER 4 ENVIRONMENTAL EFFECTS OF SITE PREFARATION, FLANT CONSTRUCTION, AND TRANSMISSION FACILITIES CONSTRUCTION Saction Title Face No. 4.1 SITE FREFARATICN AND PLANT CONSTRUCTION. . . . . . . . . . . . 4.1-1 4.1.1 Construction Activities. . . . . . . . . . . . . . . . . . . 4.1-1
.1.1.1 Construction Buildings . . . . . . . . . . . . . . . . 4.1-1 4.1.1.2 Building Material Supply Areas . . . . . . . . . . . . . . 4.1-1
.1.1.3 Temporary and Ferranent Roads. . . . . . . . . . . . . . . 4.1-2 4.1.1.4 Rail Access. . . . . . . . . . . . . . . . . . . . . . . . . 4.1-2 4.1.1.5 Service '.ines. . . . . . . . . . . . . . . . . . . . . . 4.1-2 4.1.1.6 Disposal of Solid and Liquid Uastes. . . . . . . . . . . . 4.1-2 4.1.1.7 Chemical Spills during Construction. . . . . . . . . . . . 4.1-5 4.1.1.8 Excavation and Land Filling. . . . . . . . . . . . . . . 4.1-5 4.1.1.9 Construction in Adjacent Water Bodies. . . . . . . . . . . . 4.1-6 4.1.1.10 Water Use . . . . . . . . . . . . . . . . . . . . . . . . . 4.1-6b 4.1.1.11 Frecperational Cleaning and Testing . . . . . . . . . . . . 4.1-6b 4.1.2 Land Use and Environmental Impacts of Site Preparation and Station Construction . . . . . . . . . . . . . . . . . . 4.1-6c 4.1.2.1 Disruption of Site Area Land Uses. . . . . . . . . . . . . . 4.1-6c a.l.2.2 Residential Relocation . . . . . . . . . . . . . . . . . . 4.1-9 4.1.2.3 Historic and Archaeclogical Resources. . . . . . . . . . . 4.1-10

.1.2.3.1 Historic Resources . . . . . . . . . . . . . . . . . . . . 4.1-10 4.1.2.3.2 Archaelogical Resources. . . . . . . . . . . . . . . . . 4.1-ll 4.1.2.4 Uater supply . . . . . . . . . . . . . . . . . . . . . . . . 4.1-12
.1.2.5 Recreational Use . . . . . . . . . . . . . . . . . . . 4.1-12 4.1.2.6 Acrial Navigation. . . . . . . . . . . . . . . . . . . . 4.1-12a 4.1.2.7 Ccetercial Uater Navigation. . . . . . . . . . . . . . . . 4.1-13 4.1.2.6 Railroad Facilities. . . . . . . . . . . . . . . . . . . . 4.1-13 4.1.2.9 Roadway Systems. . . . . . . . . . . . . . . . . . . . . 4.1-14 4.1.2.10 Aesthetics. . . . . . . . . . . . . . . . . . . . . . . 4.1-17
%. 1.3 Terrestrial Environmental Impacts. . . . . . . . . . . . . . 4.1-18 4.1.3.1 Construction Activities. . . . . . . . . . . . . . . . . . u.1-18 4.1.3.2 acreage Altered. . . . . . . . . . . . . . . . . . . . . . 4.1-18 4.1.3.3 Impacts en Vegetative Cover. . . . . . . . . . . . . . . . . 4.1-19
.l.3.3.1 Removal of Vegetative Cover and Successional Changes . . . *.1-19 a.l.3.3.2 Effccts cf Changes in Vegetative Cceposition . . . . . . . 4.1-21
.1.3.3.3 Effects of Dust, Fumes, and Erosion to Vegetative cover. . 4.1-22 4.1.3.3.4 Effects of Dewatering on Vegetative Cever. . . . . . . . . 4.1-23 4.1.3.3.5 Effects en Endangered and Frctected Flora. . . . . . . . . 4.1-23 4.1.3.3.6 Capability of Vegetative Cover to SuFport Wildlife . . . . 4.1-23
.1.3.e Impacts on Faunal Fopulations. . . . . . . . . . . . . . . . 4.1-24 .1.3. .1 Forulation Regulating Facters. . . . . . . . . . . . . . . 9.1-24 Amendment 3 C
4-i ghk2 l June 1979
NYSE80 ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) O Section Title Pave No. 4.1.3.e.2 Impacts to Tauna through Vegetative Disruption . . . . . . 4.1-25 4.1.3.4.3 Impacts on Tauna of Human Activity . . . . ...... . . e.1-28 4.1.3.4.4 Alteration of Taunal Movement Patterns . . . . . . . . . . 4.1-29 4.1.3.4.5 Effects of 7ehicular and Rail Traffic on Wildlife. . . . . 4.1-29 4.1.3.4.6 Effects of Cooling Tower Structures on Birds . . . . . . . 4.1-29 4.1.3.4.7 Eff ects on Ihreetened and Endangered Fauna ...... . . 4.1-30
*.1.3.4.8 Potential Impacts on Blue List Birds . . . .. . . . . . . 4.1-30 4.1.3.4.9 Effects on Recreationally Important Species. . . . . . . . 4.1-32 a.1.3.5 ?.estoration, Mitigation, and Enhancement . . . . . . . . . . 4.1-33 *.1.4 Aquatic. . . . . . . . . . . . . . . . . . . . .. . . . . . . *.1-33 a.1.4.1 Aquatic Impacts. . . . . . . . . . . . . . . .. . . . . . . 4.1-33 a.l.4.1.1 Onsite Uater Bedies. . . . . . . . . . . . . . . . . . . 4.1-34 *.1.e.1.1.1 Stream Diversion . . . . . . . . . . . . ...... . . *.1-34 4.1.4.1.1.2 Site Runoff. . . . . . . . . . . . . . .. . . . . . . 4.1-36 4.1.4.1 ' Source and Receiving Uater Bedy. . . . . . .. . . . . . . 4.1-39a .1.4.2 %' ate r Cuality Environmental Imp act s . . . . . .. . . . . . 4.1-38b a.1.4.2.1 Effluent Discharge . . . . . . . . . . . . . . . . . . a.1-38b e.l.4.2.2 Construction of Shoreline Facilities and the Intake / Discharge Structures. . . . . . . .. . . . . . . 4.1-39c 4.1.4.2.3 Relocation of Onsite Streams . . . . . . .. . . . . . . 4.1-38:
4.1.5 Noise Envircrmental Impacts. . . . . . . . . . .. . . . . . . 4.1-38d u.l.5.1 IntroCuctica . . . . . . . . . . . . . . . . . . . . . .1-38d 4.1.5.2 Ir. pacts from continuous Onsite Activities. . .. . . . . . . 4.1-39 a.1.5.2.1 Continuous Onsite Noise Sources and Noise Control Measures . . . . . . . . . . . . . . . . . . . . . . . . . 4.1-39 4 1.5.2.0 Development of Projected Construction Noise Emissions. . . 4.1-39
.1.5.2.3 Assessrent of Noise Impacts from Continuous Onsite Activities . . . . . . . . . . . . . . . . . . . . . . . 4.1-41 a.l.5.2.3.1 Applicable doise Regulations and Criteria. . . . . . . . 4.1-42 e.1.5.2.3.2 Hearing Impairment . . . . . . . . . . . .. . . . . . . 4.1-45 4.1.5.2.3.3 Speech Interference. . . . . . . . . . . . . . . . . 4.1-45
.1.5.2.3.4 Sicep Interference . . . . . . . . . .. . . . . . . a.1-46

.1.5.2.3.5 Activity Interference. . . . . . . . . . . . . . . . . . 4.1-47 a.l.5.2.3.6 Ccmmunity Response . . . . . . . . . . . .. . . . . . . 4.1-47

.1.5.2.3.7 pSC Noise Impact Definition. . . . . . . . . . . . . . . 4.1-50 a.i.5.3 Irpacts from Intermittent and offsite Activities . . . . . . 4.1-52
.1.5.3.1 Intermittent and Offsite Sources and Noise Control Measures . . . . . . . . . . . . . . . . . . . . . . 4.1-52 a.1.5.3.2 a.ssessment of Noise Impacts f rem Intermittent onsite Activities . . . . . . . . . . . . . . . . . . . . . . . 4.1-53 4 1.5.4 Impacts from Transportation. . . . . . . . . . . . . . . . . 4.1-54 e.l.5.e.1 ambient Transportation . . . . . . . . . . . . . . . . . 4.1-55 e.l.5.e.: Construction Transportation. . . . . . . . . . . . . . . . e.1-56 e.l.5.4.3 Assessment of Noise Impacts from Offsite Transportation . . . . . . . . . . . . . . ... . . . . . 4.1-56
.1.5.5 Assessment of Total Community Noise Impacts. ...... , . 4.1-58 Amendment 3 *-ii 13 \ June 1979 r- r- 4 c4, O saa.s<
NYSE1G ER NEW HAVEN-NUCLEAR TABLE OF CONTENIS (Cont'd) SectiaD Title Page No. 4.1.6 Air Quality and Meteorology Construction Irpacts . . . . . . . 4.1-59 4.1.6.1 Construction Activities Affecting Air Quality. . . . . . . . 4.1-59 4.1.6.2 Irpacts of ConstrtCtion Activities on Air Quality and Meteorology. . . . . . . . . . . . . . . . . . . . . . 4.1-60 4.1.7 Flooding Environmental Impacts . . . . . . . . . . . . . . . . 4.1-62 4.1.8 Ground Water . . . . . . . . . . . . . . . . . . . . . . . . 4.1-62 4.1.9 References for section 4.1 . . . . . . . . . . . . . . . . . . 4.1-64 4.2 TRANSMISSION TACILITIES CCNSTRUCTION . . . . . . . . . . . . . . 4.2-1 4.2.1 Access Roads . . . . . . . . . . . . . . . . . . . . . . . . . 4.2-1 4.2.2 Clearing and Protection of Adjacent Resources. , . . . . . . . 4.2-1
*.2.2.1 Selective Clearing . . . . . . . . . . . . . . . . . . . . . 4.2-1 4.2.2.2 Slash Disposal . . . . . . . . . . . . . . . . . . . . . . . 4.2-2 4.2.2.3 Herbicides . . . . . . . . . . . . . . . . . . . . . . . 4.2-3 *.2.3 Construction Precedures. . . . . . . . . . . . . . . . . . . . 4.2-4 4.2.3.1 Transnission Line Construction . . . . . . . . . . . . . . . 4.2-4 4.2.3.2 Substation Construction. . . . . . . . . . . . . . . . . . . 4.2-4 4.2.3.3 Cleanup and Restoration. . . . . . . . . . . . . . . . . . . 4.2-4 4.2.4 Impact of Transmission Line Construction and Site Restoration en the Environment . . . . . . . . . . . . . . . . 4.0-5 4.2.4.1 Effects en Physical Teatures . . . . . . . . . . . . . . . . 4.2-5 4.2.4.1.1 Effects on Topography. . . . . . . . . . . . . . . . . . . *.2-5 4.2.4.1.2 Effects on Sci.s . . . . . . . ." . . . . . . . . . . . . . 4.2-6 4.2.4.1.2.1 Sensitive Sails. . . . . . . . . . . . . . . . . . . . . 4.2-6 4.2.4.1.2.2 Mitigative Measures. . . . . . . . . . . . . . . . . . . 4.2-9 4.2.4.1.3 Effects of Hydrology . . . . . . . . . . . . . . . . . . . 4.2-10 4.2.4.2 Effects en Biological Teatures . . . . . . . . . . . . . . . 4.2-11 4.2.4.2.1 Effects on Vegetation. . . . . . . . . . . . . . . . . . . 4.2-11 4.2.4.2.2 Effects on Wetlands and Streams. . . . . . . . . . . . . . 4.2-13 4.2.4.2.3 Effects on Uildlife. . . . . . . . . . . . . . . . . . . . 4.0-16 4.2.4.3 Effects on Land Use. . . . . . . . . . . . . . . . . . . . . 4.2-18 4.2.4.3.1 Effects on negional Natural, Ssehic, Archaeologic, Historic', Recib2tional and Wildlife Management Sitec . . . 4.2-18 4.2.4.3.2 Effects on Existing Land Use . . . . . . . . . . . . . . . 4.2-21 4.2.4.3.3 Effects on Agricultural Lands. . . . . . . . . . . . . . . 4.2-23 4.2.4.3.4 Effects en Froposed Land Use . . . . . . . . . . . . . . . 4.2-24 4.2.4.4 Effects on Visual Teatures . . . . . . . . . . . . . . . . 4.2-25 4.2.4.4.1 Effects on the Landscape . . . . . . . . . . . . . . . . . e.2-25 4.2.4.4.2 Effects on Viewer Population . . . . . . . . . . . . . 4.2-25
.2.5 References for Section 4.2 . . . . . . . . . . . . . . . . . 4.2-29

.3 RESOURCES COMMITTED. . . . . . . . . . . . . . . . . . . . . . 4.3-1 4.3.1 Land . . . . . *. . . . . . . . . . . . . . . . . . . . . . . . 4.3-1 4.3.2 Water. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 4.3-1 Amendment 3 4-111 kh3 June 1979 Q,_} %, % $A P
NYSE10 ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Saction Li tle Paze No. 4.3.3 Materials, Building Supplies, and Other Resources. . . . . . . 4.3-2
*.4 RADI0 ACTIVITY. . . . . . . . . . . . . . . . . . . . . . . . . . 4.4-1 4.5 CONSTRUCTICN IMPACT CONTROL FROGRAM. . . . . . . . . . . . . . . 4.5-1 4.5.1 Mitigative Frograms. . . . . . . . . . . . . . . . . . . . . 4.5-1 4.5.1.1 Noise. . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.5-1 4.5.1.2 Ercsion. . . . . . . . . . . . . . . . . . . . . . . . . . . 4.5-1 4.5.1.3 Dust . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-2 ~.5.1.4 Truck Traffic. . . . . . . . . . . . . . . . . . . . . *.5-3 e.5.1.5 Floeding . . . . . . . . . . . . . . . . . . . . . . . . . 4.5-3 4.5.1.6 Orcund 'Jater . . . . . . . . . . . . . . . . . . . . . . . 4.5-3 4.5.1.7 Air and Water Cuality. . . . . . . . . . . . . . . . . . . 4.5-3 4.5.1.8 Fish and Wildlife Protection . . . . . . . . . . . . . . . . 4.5 4 4.5.1.9 Archeclogical Eescurces. . . . . . . . . . . . . . . . . . 4.5-4a 4.5.2 Precautionary Trograms . . . . . . . . . . . . . . . . . . . . 4.5-5 4.5.2.1 Drainage System. . . . . . . . . . . . . . . . . . . . . 4.5-5 4.5.2.2 Tuels, Lubricants, Cily "astes and Other Chemical Wastes . . 4.5-5 4.5.2.3 Disposal of Solid and Liquid Wastes. . . . . . . . . . . . . 4.5-5 4.5.3 Landscape Restoratien. . . . . . . . . . . . . . . . . . . . . 4.5-5 4.5.3.1 Objectives . . . . . . . . . . . . . . . . . . . . . . . . *.5-5 4.5.3.2 Desie. Characteristics . . . . . . . . . . . . . . . . . . . 4.5-6 a.5.3.3 Soils Management and Planting Practices. . . . . . . . . . . 4.5-7 4.5.3.- Troposed Flantings and Vegetative Cover. . . . . . . . . . . 4.5-8 4.6 ENGINEERING SCHErt'LE . . . . . . . . . . . . . . . . . . . . 4.6-1 . 56592c + 0 Ar.endment 3
~~4-iv June 1979 e~~
~~NYSEtG ER NEW HAVEN-NUCLEAR LIST OF TABLES Table Title 4.1-1 Estimated Characte.istics of Sanitary Wastes Treated during Construction~~
.1-2 Fredicted Discharge Characteristics of the Sanitary System Used during Construction 4.1-3 Number of Worker and Worker Vehicles Commuting Daily by County of Residence 4.1-4 1989 Normal Growth and Vorkforce Traffic Volumes 4.1-5 Cover Type Acreage and Total Acreage Alterad Due to Construction 4.1-6 Frcsent and Fredicted Acreage of Habitat Types u.1-7 Flant Species and Fertinent Information for Protected Native Plants 4.1-9 Endangered and Blue Listed Fauna Observed Onsite 4.1-9 Effect of Total Suspended Solids on Aquatic Biota 4.1-10 Construction Equipment Sound Levels 4.1-11 Construction Equipment Schedule 4.1-12 Construction Site Sound Fower Levels u.1-13 Patch Plant Dispersion Calculations a.1-14 Farking Lot Dispersion Calculations One-Hour Concentration 4.1-15 Effect of Switchyard Excavation on Private Well Systems 4,1-16 E::pected Storage of Construction Oils , Lubricants , and Chemicals a.2-1 Severely or Moderately Limiting Soils Likely to be Encountered by Proposed 765 kV Construction a.2-2 Estimated Properties of Severely or Moderately Limiting Soils 4.2-3 Land Use Summary - Impact Classes
~~.4-1 Average Construction Worker Dose (nanrem)~~
~~Amendment 3 . "-V L ' J""" l979~~
~~~ 563'dSti 9.~~
NYSERG ER NEW HAVEN-tiUCLEAR LIST OF TABLES (Cont'd) Ilkl_'t litlR 4.4-2 Total Construction repulation Dose (manrem) 4.5-1 Eist of Existing T! ant Varieties ~.5-2 Plant List 4.5-3 Amount of Proposed Vegetative Plan *ings - Station Area O O Am e ndt.e nt 3 - ' a-vi e-te June 1979 0651eg
NYSE1G ER NEW HAVEN-NUCLEAR LTST OF TIGUPEE 2 Ticure Title 4.1-1 Construction Work Force Regional Communication Radius a.1-2 Local Access Area 4.1-3 Station Location on the New Haven Site 4.1-4 Offsite Pipeline Route 4.1-5 Offsite Railroad Route 4.1-6 Monthly Sound Tower Levels 4.1-7 Construction Site Leq Sound Level Contours - Summer 4.1-8 Construction Site Laq Sound Level Contours - Winter 4.1-9 Construction Noise Impact Contour-Summer, Daytime 4.1-10 Construction Noise Impact Contour-Winter, Daytime q 4.1-11 Well Location Plan - Switchyard Excavation Vicinity 4.1-12 Well Location Profile - Switchyard Excavation Vicinity 4.1-13 Location of Storage racilities for Construction Lubricants, Oils,and C?:?mic al s 4.2-1 Cleaning Zones - Nuclear Otstion to Station 126 to 0 e.2-2 Cleaning Zones - 765 kV New Right-of-Way 4.2-3 Cleaning Zones - 765 kV Line Adjacent to Existing 765 ef.' e 2-4 Cleaning Zones - 765 kV Line Adjacent to Existing 345 kV Line e.2-5 Visual Assessment Sites 4.6-1 Engineering and Construction Network Acendment 3 4-vii '[h6 b)? S4h June 1979
NYSE8G ER NEW HAVEN-NUCLEAR During the first 2 years of construction, potable water will be obtained from an onsite well. A temporary treatment system is used to produce 50 gpm, net, of potable water in compliance with the maximum contaminant levels listed in subparts 5-1.61 through 5-1.65, Part 5 Title 10 of the State of New York, Official Compilation of Rules and Regulations. The treatment system will be comprised of activated carbon filtration, anion and cation exhange demineralizers, and disinfection by sodium hypochlorite. Activated carbon filter backwash and demineralizer regeneration vastes are collected in a holding sump, and are removed offsite for disposal by a licensed contractor. During peak use, the total vastewater volume from the temporary potable water treatment system used for the first 2 years of construction, is approximacely 5,000 gal per day. Approximate waste composition is as follows: Parameter Conenntration Total dissolved solids 9,700 mg/l Total suspended solids 30 mg/l pH 3-11 (range, pH units) Chemicals required for operating the water treatment system during peak demand are as follows: Quantity Used Chemical 11b per day) Sulfuric acid, 93 percent 240 Sadium hydroxide, 30 percent 216 Sodium hypochlorite 0.24 Water from excavation dewatering, carbon filter backwash from potable water treatment (approximately 2 years after the start of construction), and storm water runoff vill be treated for suspended solids removal in sediment detention basin No. 1 (Tigure 3.1-15). Carbon filter backwash volume from the potable water treatment system will be approximately 3,200 gpd during peak use. The quality of water from excavation devatoring is expected to exhibit considerable variability, since it is dependent on many variables, including weather conditions, current work in progress, and ground water seepage. Figures 3.1-15A and B show the location of sediment detention basin Nos. 2 and 3 which will also be used to treat stormwater runoff from other construction areas, as shown. Treatment of runoff during construction is described in Section 4.1.4.1.1.2. Stormwater runoff outflow rates will be variable depending upon the intensity and duration of the storm. Effluents from the sediment detention basin will comply with the guidelines expressed in New York State Department of Energy Conservation policies and Procedures Manual Title 9100 Water Quality. Table 1 (Effluent Standards for Discharges -s Intermittent Streams), with the following exceptions: Amendment 3 4.1-3 June 1979
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_Ml41-
NYSEtG ER NEW HAVEN-NUCLEAR Maximum Concentration suspended Solids <50 mg/l Settleable solids Not applicable oil <29 mg/l During the excavation and backfill phase, no major ground devatering problems are anticipated. p.ock removal for building foundations vill be in relatively impermeable rock. The accumulation of water in the site structure excavations will result frem ground water seepage through excavation walls and floors. The total seepage quantity is calculated to be about 140 gpm (Section 6.1.2.2). A value of 200 gpm is used as the maximum seasonal flow from the excavation devatering system. This is conservative with respect to the calculated value and should accommodate any additional water inflow resulting from localiz J subsurface conditions. Excavation dewatering can be handled by sump pumps within the excavation. Water from the sump pumps vill be discharged into sediment detention basin No. 1, Figure 3.1-15A for clarification before being discharged into the diverted stream onsite. Dewatering of structure excavations is not expected to depress the ground water levels offsite because of the impervious nature of the rock. Waste washwater from the concrete handing equipment is treated and then reused for both vashwater purposes and for dust suppression on temporary onsite haul roads and construction areas. Waste washwater flows are expected to average approximately 750 gpd, with a maximum rate of 3,000 gpd. The vaste washwater vill centain up to 160,000 mg/l of suspended solids c oa ' consisting of sand, aggregate, and fine cement particles, and having c pH of approximately 10.0 to 12.0'ob', Waste washwater is conveyed to a ramped sump for removal of coarse sand and aggregate. Supernutant from the sump will be conveyed to a settling basin of approximately 150,000 gal capacity. Clarified water from the settling basin vill periodically be discharged to a clearvell basin of approximately 75,000 gal capacity. Water from the clearwell vill be periodically pumped to the concrete handling equipment for reuse, or to sprinkling trucks. The coarse material removed by the ramped sump and settled fines in the settling basin will be periodically cleaned and disposed of onsite as landfill. Most cements contain 90 to 95 percent of materials smaller than 74 u'ec'. The majority of these fine cement particles will deposit on the sedimentation basin and clearvell sidewalls and floor, thereby coating the interior surfaces with a thick, cementitious layer. The basin and clearwall vill be excavated within a deposit of ablation till, the properties of which are discussed in Section 2.5.4.2.4. Field percolation tests within the deposit indicated an average coefficient of permeability of 10-" cm/sec. It is expected that the sedimentation basin and clearvell side walls and floor vill quickly become impermeable upen operation of the treatment equipment. Portabic chemical toilets will be used exclusively during the first 2 years of constructio". All vastes from the portable toilets vill be hauled offsite for disposal by a licensed contractor. A temporary discharge pipeline and an Amendment 3 4.1-4 [j(3[3)"dIkb June 1979
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NYSEtG ER NEW HAVEN-NUCLEAR onsite sewage treatment plant vill be constructed during this period. When construction of the sewage treatment plant and discharge facilities are complete, treated sewage vill be discharged to Lake Ontario. The sewage treatment plant will provide secondary treatment in accordance with federal (40CFR133) and state (DEC Policies and Procedures Manual, Title 9200, Chapter 9210) limi t a ti o ns . Maximum daily scuage loadings are expected to be 90,000 gpd and 257 lb BOD per day during peak construction activity, based on per capita rates of 20 gal / person / day and 0.057 lb BOD / person / day. Estimated characteristics of sanitary vastes are provided in Tables 4.1-1 and 4.1-2. Maste biological solids will be hauled offsite for disposal by a licensed contractor. During the peak sewage flow period, the vaste biological solids production is estimated to be 880 gpd, at 2 percent solids concentration. Section 3.7 describes the sewage treatment plant process and expected effluent quality. Used oil, hydraulic fluids, vaste paint, thinners and similar materials will be collected and periodically transported offsite for reclamation or disposal by a licensed contractor. 4.1.1.7 Chemical Spills Durin2 Construction During construction, storage of lubricants, oils, and chemicals above ground vill be within dnclosed facilities as noted in Table 4.1-16. Storage areas within these facilities, except small containerized storage within enclosed trailers, vill be on a concrete pad with concrete spill containment curbs. The volume -ontained by the curbed area vill be at least equal to the volume of the single largest vessel stored in the curbed area. Any spillage within these dikes vill be reclaimed or disposed of offsite. Offsite disposal vill be performed only be contractors licensed by the State of New York. Fuel for construction vehicles vill be stored onsite in buried tanks. Fuel l vill be dispensed from these tanks by conventional service station pumps to mobile tank trucks which will service,the construction equipment. Surface spillage of fuel would be contained at the point of spillage and cleaned up manually. Underground spills, which would affect a small area, would be cleaned up by excavating the contaminated soil and backfilling with clean materials. Excavated materials vould be disposed of in a DEC approved landfill. Expected storage locations for construction lubricants, oils, and chemicals are shown in Figura 4.1=13. 4.1.1.8 Excavation and Land Filline Clearing operations (intermittently) are the first activity at the site and are completed in approximately 9 months. Marketable timber vill be harvested and sold if buyers can be found. Other timber and brush will be chipped and mulched, or burned onsite. Several control measures are planned and implemented during construction to reduce soil erosion and sediment runoff. These measures include mulching, seeding, or stabilizing exposed areas with crushed stone, pavement, and other O Amendment 3 4.1-5 3""* 979 2 5 m th
NYSE10 ER NEW HAVEN-NUCLEAR effective cover materials, installing sediment basins, and constructing diversion ditches to control surface runoff. As soon as clearing is sufficiently advanced, and an erosion control plan implemented, ev- c:t;on for plant structures begins. Approximately 3,30n.000 c- of soil and 500,000 cu yd of rock are excavated. This matt .: sed for leveling the site, backfill above foundation grades, site roads and railbed, switchyard, landscaped landforms, and as fill in lov areas of the site. Approximately 300,000 cu yd of select granular material for use as structural fill is obtained from borrow pits located on or offsite (refer to Section 2.5). Standard heavy earth-moving aquipment is used for overburden excavation operatien. Sprinkler trucks provide dust control during this phase and, as necessary, throughout the construction program. The use of explosives during construction conforms to Occupational Safety and Health Administration and local regulations. A licensed blasting specialist designs the project blasting plan and the individual blasts. Blasts are matted where possible to minimize fly rock and dust. 4.1.1.9 Construction in Adiacent Water Bodies The construction of the temporary intake and discharge as shown in Figure 3.4-4 vill consist of:
1. Trenching onshore and lake bottom

2. Installation and backfilling of pipelines

3. Installation of armor stone on top of trench for protection against ice damage.
Maximun size anticipated for each tempo.rary pipeline is 12-inch outside diameter. The trench for the temporary intake and discharge pipelines extending into Lake Ontario will be excavated with a dragline. The subaqueous segment of the trench will be approximately 2,000 ft long, 4 ft deep, and 4 ft vide. Approximately 1,200 cu yd of lake bottom material, consisting primarily of gravelly sands and silty sands, will be 1ccally displaced to the sides of the trench rather than removed and stored. Following installation of the pipelines, the trench will be backfilled with clean sand and capped with armor stone. Shoreline excavation to the pumphouse area vill be done with a backhoe. The material excavated for the trench will be used as backfill after installation of the pipelines. Armor stone vill be placed over the backfill, from the shoreline to the pumphouse area, f or protection against ice damage. 565@ 8 Amendment 3 , 4.1-6 June 1979
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NYSE80 ER NEW HAVEN-NUCLEAR @ The construction of the tempotary intake and discharge pipelines, from the pumphouse area out into Lake Ontario, vill tahe approximately 6 weeks to complete. The makeup /blevdown systems, from the makeup water pumphouse on shore to the intake / discharge structure in Lake Ontario, consists of:
1. Rock tunneling below the lake bottom

2. Installation of multiple port discharge structures, and

3. Installation of an inlet structure The discharge structures will be prefabricated on shore, barged out, sunk and set in place in predrilled vertical shafts at specific locations along the rock tunnel route. The vertical shafts vill be drilled in the vet utilizing a mobile, self-elevating construction platform. Lake bottom activities anticipated to construct each discharge structure include local removal of overburden and placement of a tremie concrete seal mat prior to drilling the vertical shafts for the discharge structure risers. After the steel pipe discharge structures are set in the vertical shafts and grouted in place, _he risers vill be encased in concrete using the tremie method and sheet metal forms.
The inlet structure, with an attached temporary steel caisson, will be prefabricated on a barge, barged out, sunk, and set in place on a prepared tremie concrete seal mat at its designated location. Lake bottom activities anticipated to construct the inlet structure include local removal of overburden and placement of a tremie concrete seal mat prior to sinking the inlet structure in place. Installation of rock anchors on the lake bottom is also anticipated for use in stabilizing the attached steel caisson. Drilling of the vertical shaft to connect the inlet structure with the rock tunnel vill be done in the dry after devatering the caisson and sealed inlet structure. After construction of the inlet structure, the caisson vill be removed. The makeup and blevdown pipe line vill cross the tributary to Catfish Creek in two locations. Prior to crossing the tributary, that portion of the stream to be crossed vill be temperarily diverted. The temporary diversion channel vill be excavated and stabilized with jute mesh, sod, or other suitable materials. Flow diversion vill be accomplished by blocking the existing stream channel with sandbags or other suitable dike material adjacent to the diversion inlet and outlet locations. Following installation of the makeup /blevdown pipelines at the stream crossing, the stream bed and embankments vill be restored and stabilized with gravel, rock, mulch, and seed or other suitable materials.
~~'Jpon completion of stream bed stabilization, flow will be r==tored to the stream and the diversion channel vill be backfilled and regraded.~~
~~The temporary diversion, in each location, will effect approximately 100 ft of existing stream bed and will require approximately 3 weeks to complete.~~
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a- \ Amendment 3 4.1-6a [j(j{pjy4y3 June 1979
NYSE1G ER NEW HAVEN-NUCLEAR 4.1.1.10 Water Use Construction water requirements include water for dust control, building services, concrete production, soil compaction, fire protection, and domestic purposes. Construction water demand will be a maximum of approximately 250 gpm and will be primarily used for drinking water, sanitary water supply, and concrete production. During the first 2 years of construction, a lesser quantity (about 50 gpm) of water is required and this water will be drawn from wells onsite and processed through a package treatment facility to meet the New York State drinking water standards for community water supplies. After construction of a temporary intake and pump system has been completed, the balance of construction water vill be obtained from Lake Ontario. Potable water, taken from wells and Lake Ontario, will be treated by the package system using filtration by activated carbon, followed by disinfection by sodium hypochlorite. Permanent fire nrotection storage tanks and yard fire protection vill be established as sc.n as excavation and backfill operations permit, and will be maintained for use during the remainder of the construction program. Makeup for this system will be from the construction water system until the permanent plant makeup water intake structure and associated systems are complete. 4.1.1.11 Erecoerational cleaninn and Testinz Subsequent to installation and prior to operation, all reactor plant and turbine plant systems are cleaned by flushing with the fluid normally in the system (i.e., water is used in water systems and air is used in air systems). Closed-loop water systems will be flushed with demineralized water by recirculating this water throughout the system. Temporary filters and/or strainers will be used to verify system cleanness meeting the requirements of ANSI N45.2.1 (1973), and to prevent either the potential discharge to receiving water, or recirculation of foreign matter. Systems such as the circulating water system and the reactor plant service water system vill use rav vater and the recirculation technique for flushing. The total quantity of water vill be minimized by the recirculation technique, such that the estimated quantity of spent flush water (i.e., demineralized and rav vater) finally discharged to Lake Ontario will be approximately 5,000,000 gal. Cleanness control, through the use of industry standards such as ANSI N45.2.1, N45.2.2, and N45.2.3, ensures a high degree of cleanness in the various piping systems during manufacture, shipment, onsite storage, and installation. Accordingly, the preoperational water flush will not remove any significant quantities of foreign matter. Sulfuric acid and socium hydroxide quantities required to chemically regenerate the makeup demineralizers, were conservatively estimated by assuming that the total flush water requirement of 5,000,000 gal are of domineralized water quality. The total quantity of the demineralizer regeneration vaste is approximately 0.5 million gallons. The total quantities of 93 percent sulfuric acid and 100 percent sodium hydroxide required to Amendment 3 4.1-6b v6 June 1979 56g*4qgjy
NYSESG ER NEW HAVEN-NUCLEAR regenerate the demineralizers during the production of 5,000,000 gal of demineralized water, are 25,500 lb and 19,200 lb, respectively. The pH of the demineralizer regeneration vaste is adjusted to within 6.0 to 9.0 by the vaste neutralizing system (refer to Section 3.6.1.2, New Haven-Nuclear, Amendment 3). The composition of the neutralized demineralizer regeneration vaste is indicated in Table 3.6-2. Due to the various cleanness control procedures described above, the use of temporary strainers and filters, and the use of demineralized water or rav vater where appropriate, the composition of the spent flush water is expected to comply with the following discharge criteria indicated in 40CTR423 for metal cleaning vaste, without treatment: Daily Maximum Average 30 Day Parameter Concentration Concentration Total suspended solids (ISS) 100 mg/l 30 mg/l 011 and grease 20 mg/l 15 mg/l Copper, total 1.0 mg/l 1.C mg/l Iron, total 1.0 mg/l 1.0 mg/l Spent or recirculating flush water stored in two of the domineralized water storage tanks will be discharged to Lake Ontario along with neutralized regeneratien vaste via the permanent cooling tower blowdown. Preoperational flushing vill accer over an approximate rine menth period. Discharges from these operations will be intermittenc. It is not possible to accurately predict the vastewater discharge frequency; however, maximum discharge flows for spent flushwater and neutralized demineralizer regeneration vaste are 300 gpm and 100 gpm, respectively. The neutralized demineralizer regeneration vaste vill be monitored for pH and TSS as described in Section 3.6.1.2, New Haven-Neclear, Amendment 3. Spent flushwater vill be periodically monitored for TSS and iron. The treatment and discharge of floor and equipment drainage, which may result in part from infrequent floor rinsing, are described in Section 3.6.3, New Haven-Nuclear, Amendesnt 3. There are no other planned or expected cleaning operations resulting in the discharge of vaste waters. 4.1.2 Land Use and Environmental Imoacts of Site Precaration and Station Construction 4.1.2.1 Disrvetion of Site Area Land Uses Onsite land uses are ggricultural, commercial, and residential with areas of voodlands and shrublands *as described in Section 2.1.3.1. The impact of the Amendment 3 4.1-6c g[ d June 1979 565 W
NYSERG ER NEW HAVEN-NUCLEAR station upon onsite agricultural and commercial uses is discussed below. Impacts on residents are discussed in Section 4.1.2.2. Prior to the construction of the proposed station, NYSE8G will negotiate for the purchase of the properties within the site boundaries for considerations which are commensurate with the fair market value of the properties. In its negotiations, NYSE1G will consider the reasonable costs of relocation for owners residing on the property. In assessing the impacts of the acquisition O
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Amendmen*. 3 4.1-6d Jute 1979
NYSE1G ER NEW HAVEN-NUCLEAR incidentally or during migrational periods. Thus, the impact of the proposed station on these nine species should be minimal. The remaining four species were permanent or summer residents which nested on the site. Even though the habitats used by these birds will not be eliminated by the proposed project, any reduction in habitat will mean displacement of individuals. A brief discussion of the probable impact on each species is presented below. A pair of American kestrel were regularly observed in the swamp cover type just south of the abandoned railrcad grade. The birds apparently nested in a cavity in one of the many dead trees present in this area. This specific area vill not be clininated if the facility is constructed. The dead trees containing the cavities, however, will probably not remain standing for more than another decade (they will eventually decay or fall). The American kestrel typically feeds in open fields, frequently perching on transmission lines. The eventual disappearance of open fields on the site through the process of floral succession will eliminate most of the onsite open field habitat. This open habitat is common in the site region, and the impact of station construction on the American kestrel is considered insignificant. The American kestrel has been placed on the Blue List because of declines in itt population primarily in Florida and the Gulf States' 2"' . Tive red-headed woodpeckers were regularly observed in the same area as the American kestrels. The red-headed woodpecker is apparently uncommon in Oswego County'2, and concern for it is widerpread427'. This woodpecker breeds in rivet bottoms, near beaver ponds, in open wooded swamps where dead trees and stumps are plentiful, in open savanna-like country with extensive grassland and scattered trees, and in cleared upland areasta. Bull ( 2 indicates that in addition to habitat reduction, roadside mortality and usurpation of nest holes by starlings may contribute to the recent declinc of the red-headed woodpecker. The construction of the station will not eliminate the area where l the red-headed woodpecker is currently found. The long term onsite presence of the red-headed woodpecker is, however, in doubt because many of the dead l trees in which it might be nesting are likely to decay or fall within the next decade. Howevet, there are other similar dead trees in the vicinity of the site which might be used, particularly near Eutterfly Swamp. Hairy woodpeckers were regularly observed during all seasons. Ornithologists are primarily concerned about this woodpecker's population trend in Florida, the Southern Great Plains, and South Texas, where populations appear to be decliningi27'. Hairy woodpeckers nest in dead trees, usually in extensive tracts of forest where large trees, dead stubs, and fallen logs are abundant 82. Even though the woodlands onsite are not extensive, this species was regularly observed in all seasons. Although its total numbers are certain to be reduced ac a result of clearing of woodlands, the occurrence of extensive woodlands in the region should make the impact of station construction minimal. The yeliow warbler was extremely abundant onsite from spring to fall. Concern for this species is varied; seme ornithologists relieve that continent-wide population is declining <2r> . The species is an adaptable breeder and nests in garden shrubb r , bushes, trees, and dense Flickets'2. The clearing of Amendment }
~~4.1-31 k2y June 1979 565140'~~
NYS E!G -ER NEW HAVEN-NUCLEAR onsite shrub cc munities is expected to reduce temporarily the number of yellow varblers nesting onsite. The effect of this impact is expected to be negligible, however, because of the large amount of shrub habitat available in the site region. The development of shrub coumunities that will begin when farming activities end vill increase the onsite nesting habitat for yellow varbler within 5 to 10 years after construction begins. 4.1.3.4.9 Effects en Recreationally Imoortant Species of the three cpecies of upland gamebirds inhabiting the site, the vuodcock and ruffed grouse vill be most significantly affected. The existing shrub and second growth woodlands onsite provide excellent habitat for both. The loss of the onsite woodland and shrub cc munities will temporarily reduce this habitat. This loss vill be compensated for by the development of similar communities on und sturbed portions of the site. The effect will not be significant from a regional perspective because the region includes a large amount of this habitat. The ring-necked pheasant, the third upland species, is not abundant onsite or in the region of the site, even though considerable habitat in the form of old fields and agricultural fields is available. The cessation of farming acti*ities vill completely eliminate the onsite habitat for the pheasant, because fields wi ll be replaced by shrub cc munities. Because the pheasant populations in the site region are lov, no significant effect on the total pheasant population is expected. Because the area of vetland habitat onsite is relatively small (less than 10 acres), the occurrence of waterfowl onsite is primarily incidental. No significant effect is expected. The erstern cottontail is the most abundant game mammal onsite. A mixture of cropland, grassland, brushland, and cut-over woodlands is ideal habitat'ic) . Clearing such areas on the site vill reduce the onsite habitat for the eastern cottontail and reduce the total ansite population. However, this reduction may be mitigated to some degree by later restoration of temporarily disturbed areas. The effect on the abundance of the eastern cottontail in the site area should be negligible, however, because me:h of the surrounding land is a similar mixture of cropland, grassland, brrshland, and cut-over woodlands. The gray squirrel and unite-tailed deer also occur on the site. Clearing vegetation will reduce the h a'o i t a t avaliable for these species; however, because their numbers on the site are lov, the reduction of available habitat is expected to have a minimal effect ta ti.e populations of these species in the vicinity of the site. Trapping is conducted onsite f or several mammal species (Section 2.2.1.6). Muskrat, raccoon, and mink have been taken along 3utterfly and Catfish Creeks. The relocation of a tributary of Tatfish Creek will reduce the habitat available for these species. The oncite populations of these mammals appear to be low; few were : rapped along the portion of the streams to be affected. Therefore, the impact on the local regional population is not expected to be significant. The site vill be permanently closed to hunting and trapping when station construction begins. i. I6L a.1-32 $1%
NYSERG ER NEW HAVEN-NUCL'AR expected to remain essentially unchanged from that which exists in the natural habitat. Construction of the .s t e a.n diversion is described further in Section 4.1.4.1.1.2 as part of the conceptual erosion and sedimentation control plans. Construction of the stream diversion will take place in three phases which will facilitate implementing various arosion and sedimentation control measures. Measures which will minimize turbidity in the portion of Catfish Creek, downstream of the diversion include the following:
1. For each portion of the stream diversion completed during each phase of construction, the diversion channel and side slopes will be stabilized as soon as possible after excavation and grading.

2. Where possible, all discharges resulting from runoff from construction areas are discharged to the Catfish Creek tributary either downstream of any portion of the diversion undar construction, or are discharged to stabilized portions of the diversion.

3. Three sediment detention basins will be used, and temporary protective measures such as straw bales or filter berms will be employed to minimize the introduction of sediment-laden storm water to the diversion channel.
The aquatic impact associated with this type of a stream diversion will be minimal. Loss of the original stream bed througt diversion of the Catfish Creek tributary will not ressit in any unique habitat or species losses for fish or benthic macroinvertebrates. Organisms encountered in the stream sections to be rerouted were also present upstream of these areas. Therefore, they stil be available to colonize the new stream bed. Sport fish were not encountered in any of the areas to be diverted. The effect of stream diversion on water quality wilt be exhibited directly as changes in concentrations of total suspended solids released during construction and temperature changes induced by changes in vegetative cover or stream depth and width. Because of the shallowness of the stream and the aeration, temperature changes would not have an effect on dissolved oxygen l concentrations. Therefore, this alteration should not stress the biological community. Turbidity levels associated with stream diversion are difficult to predict because of the many variables existing at the time of the actual diversion. The effect of turbidity on aquatic biota downstream from the diversion is minimal because of its short duration. The permanent loss of approximately 1,200 ft of the intermittent tributary to Catfish Creek will not seriously impact the aquatic ecosystem. The existing stream course of the Catfish Creek tributaries and the diversion channel are delineated in Figures 3.1-15 and 3.1-15A. These streams have been designated as Class D vaters<>ca) . Tne NYSDEC Policy and Procedures Manual'iab> defines all Class D streams as intermittent. Field observations at sampling locations f Amendment 1 4.1-35 $ggy.g March 1979 I*
NYSE8G ER NEW HAVEN-NUCLEAR Sll and 3 also provided evidence for zero flow conditions (Appendix Table 2.4A-10). The tributaries of Catfish Creek are common from the standpoint of biotic resources in the area and are not used for spawning by migrant species of fish from Lake Ontario. The mill dam on Catfish Creek at North Road is an effective barrier to fish movement from that point. No onsite permanent diversion of the west branch of the Catfish Creek tributary will be necessary. The stream bed of this intermittent stream in the vicinity of the top sofi storage and spoils area (Refer to rigure 3.1-15A) will require restoration at its entrance to the diverted stream channel and at the makeup / blowdown pipeline crossing. Temporary diversion of stream flow is required to perform this work. The temporary channel will be stablized with jute mesh or sodding. The restored portions of the stream bed and embankments will be stabilized with seeding, gravel or stone prior to restoring flow through the stream. The construction of the makeup and blowdown line will require two crossings of the Catfish Creek tributary as described in Section 4.1.1.9. Aquatic impact relative to these diversions will be both short-term and reversible due to the relatively small portions of existing stream bed to be disturbed and the short duration of the diversions. Impact will, therefore, be confined to the loss of a small portion of the existing stream benthic habitat and a very short period of elevated levels of suspended solids due to construction activity. Once the stream course is restored, recolonization of the disturbed bottom will renew the benthic population lost during the diversion. 4.1.4.1.1.2 Site Runof[ The conceptual runoff and erosion control program will be implemented in three phases which are outlined below. Areas of construction associated with each l phase, the locations of sediment detention basins No. 1, 2 , and 3, and runoff routes are shown in Figures 3.1-15, 3.1-15A, and 3.;-153. Each phase of the program is desi[ned to isolate runoff in the main site work areas and to collect and convey potentially contaminated runoff from these areas to sediment control facilities. Runoff f rom undisturbed portions of the site will, where feasible, be diverted away from site construction areas. The design stormwater runoff volumes which discharge to sediment detention basins No. 1, 2 , and 3, from the one in 10 yr, 24-hr storm, are 23.1, 23.1, and 8.4 acre-ft, respectively. These volumes were determined based on the respective drainage areas shown in Figures 3.1-15 and 3.1-15A, a one in 10-yr, 24-hr storm of 3.' in,'' and a runoff,c.oefficient of 0.5."> The sediment detention basins are designed and maintained to contain the entire quantity of water from this design runoff event. Outfall design will either be of the perforated riser pipe type, or will utilize a rectangular weir overflow. Detention times will be variable since they are dependent on a number of factors including rainfall intensity. Sediment detention basin design will incorporate the recommendations of the State of New York,585* and the EPA.' The design of the sediment detention basins, which is in compliance with 40CTR423, and the conceptual runoff and erosion control design described below, utilize the best available technology to minimize erosion and control m Amendment 3 -- 4.1-36 June 1979 s.
NYSEEG ER NEW HAVEN-NUCLEAR sedimentation. These designs and procedures are consistent with a sediment detention basin effluent total suspended solids concentration of 50 mg/1. Phase I Major construction activities associated with Phase I are shown in Figure 3.1-15A. The construction activities for which the Phase I program is designed include construction of temporary access roads, general site grading in the power block, batch plant, laydown and 345 kV switchyard areas, and related filling and topsoil stockpiling to dispose of excavated materials. The onsite portion of existing Catfish Creek tributary will be temporarily relocated along the alignment of the main entrance road, and the northernmost portion of the permanent diversion channel for Catfish Creek tributary will be excavated and stabilized. During Phase I, the flow from the tributary will be diverted into this section of the permanent diversion channel. Measures that will be taken to control runoff and erosion from these operations are described below. Runoff from Area A vill be directed to sediment detention basin No. 1. This has a minimum capacity of approximately 23.1 acre-ft. Water is dis harged l from the basin into the temporary channel of Catfish Creek tributary. In Area B, strav bales, filter berms, or the equivalent will be provided around those sections where runoff vill originate. These temporary protective measures will be maintained until vegetative cover has been established. A portion of this runoff vill be discharged to Catfish Creek, and the remainder vill be conveyed over natural drainage contours to Butterfly Creek. Area C vill be graded toward sediment detention basin No. 2. This excavated basin has a minimum capacity of approximately 23.1 acre-ft. Water from this l basin discharges into the temporary channel of Catfish Creek tributary. Area D will be graded to drain vest to the permanent diversion channel of Catfish Creek tributary. Strav bales, filter berms, or the equivalent will be provided across the path of runoff from this area and will be maintained until vegetative cover has been established. Area E is graded to conduct potentially centaminated runoff to sediment detention basin No. 3. This basin is formed by excavation within a horseshoe - shaped dike, and has a minimum capacity of approximately 8.4 acre-ft. '7ater is discharged f rom the basin into the permanent diversion channel for Catfish Creek tributary. At Area F, strav bales, filter berms, or the equivalent will be placed across the path of runoff from the topsoil piles. The water is discharged into the permanent division channel for Catfish Creek tributary. These temporary protective measures vill be maintained until vegetative cover has been established in this area. 4 Amendment 3 5G51F8 4.1-37 June 1979 165
NYSERG ER NEW HAVEN-NUCLEAR Etase II S The major construction activities associated with Phase II are shown in rigure 3.1-153. The construction activities for which the Phase II program is designed include construction of the 765 kV switchyard and most of the pe rmane nt diversion channel for Catfish Creek tributary. Excavated materials vill be placed in topsoil storage, spoils, and landscaped landform areas indicated in Figure 3.1-153. Vegetative cover will be established in these areas as soon as possible. The phase I erosion and sedimentation control measures vill continue in effect, with the following additions. Sediment detention basins Nos. 2 and 3 vill be maintained during excavation of sections of the permanent diversion channel upstream from these basins. Channel excavation vill proceed in the upstream direction. This increases the capacity of sediment detention basins Nos. 2 and 3, and directs runoff from the channel excavation to these basins. The chant.el vill be stabilized as excavation proceeds upstream, and the slopes above the channel vill be topsoiled and seeded. Area C is extended to include all of tha 765 kV switchyard and the landscaped landform areas surrounding the switchyards. Strav bales, filter berms, or the equivalent will be placed across tr e path of runoff from the areas affected by excavation and fill placement. Runoff from the 765 kV switchyard, and from the northern slopes of the adjacent landscaped landform areas, flows to sediment detention basin No. 2. Runoff from the southern slope of these steas flows into the temporary channel of the Catfish Creek tributary. Phase Ill rigure 3.1-15 shows the major construction activities near the end of Phase III. The Phase III ercsion and sedimentation control program completes the permanent diversion channel for Catfish Creek tributary, and transfers the tributary's flow into the permanent channel. To accomplish this, the sediment in sediment c'etention basin No. 3 is removed to a spoils area. The basin dike is also removed, and this section of the permanent diversion channel is graded and stabilized. The channel section at sediment detention basin No. 2 is then completed in a similar manner. After these sections of the permanent diversica channel have been compJeted, the temporary Catfish Creek tributary is diverted into the permanent channel. During Phase :II, some additional fill vill be placed in the spoil and landscaped landform areas. Temporary protective measures such as straw bales or filter berts vill be placed across runoff flow paths from these areas. Increased siltttion, caused by higher levels of total suspended solids in site runoff, could affect aquatic organisms. Site runoff from disturbed areas will be treated in onsite sediment detention basins (Section 4.1.1) to remove suspended solids before the runoff enters the diverted stream. Suspended solids in the effluent from the basins are not expected to exceed 50 mg/l (Section 4.1.1.6). Onsite organisms or downstream communities vill not be affected by increases in suspended solids, because only minor increases in ambient concentrations are expected. Amendment 3 % 4.1-38 [5fhr't ' June 1979
NYSEtG ER NEW HAVEN-NUCLEAR Maximum suspended solids concentrations of 43 mg/l were recorded in Catfish Creek during 1977. These data indicate that n,tural stroam concentrations were near the maximum discharge concentration of 50 mg/l it certain times of the year. Table 4.1-9 rummarizes available data on effects of total suspended solids on aquatic biota. The results presented in the table, however, are evaluated effects over long periods of time, whereas maximum effluent TSS concentration from the site is expected to occur only during storm periods of short duration, and exceed observed ambient maximum TSS concentrations by no more than 7 mg/1. The slight increase in turbidity for short periods is not expected to have an adverse affect on the biota in the downstream portions of Catfish Creek. 4.1.4.1.2 Source and Receivinz Water Body Figure 3.4-4 shows areas of construction in Lake Ontario. Construction details are presented in Section 4.1.1. Makeup and blowdown lines will be placed in a rock tunnel beneath the lake bottom. Tunneling will eliminate impact upon the relatively more biologically productive inshore habitat. The loss of benthic habitat will be limited to the sites of the velocity cap intake structure and the discharge diffuser. These areas are a small portion (approximately 300 sq ft) of the lake bottom which is available to macroinvertebrates. Initial constructicn will eliminate approximately 1.7 x 10' macroinvertebrates, with a biomass of 7.0 g (ash-free dry weight of Eantarus sp., Sphaeriidae and Gastropoda) which represents approximately 0.15 x 10-8 percent of the mean biomass in the study area (Section 2.2.2.1.5.8 and Appendix Tables 2.2D-36 through 2.2D-55). Physical disruption of Lake Ontario bottom sediments during placement of the discharge diffuser and inlet will temporarily increase levels of solids in the immediate area. The bottom sediment in this area is mostly sand underlined with sedimentary rock (Section 2.4.1.1.8). Since the sediment is relatively free of silt and clay, settling of the resuspended solids should occur within a short period of time and elevated turbidity will be temporary and localized. Effects of construction on other forms of aquatic life near the inlet structure and discharge diffuser will be short term and localized. Plankton populations may be temporarily affected by increased turbidity, but as described above, turbidity should dissipate rapidly because of the nature of the sediments to be disturbed. Effects on the periphytic algal community will be very limited because little attached algae grows at the 30-ft depth contour (Section 2.2.2.1.3). Likewise, ichthyoplankton populations are expected to be impacted only minimally, because densities were generally low at the 30-ft contour (Section 2.2.2.1.7) and because of the small areas affected. Adult and juvenile fish should not be adversely impacted becauce their mobility which will enable them to avoid areas of construction activity. The overall impact of this construction activity on the aquatic organisms will be minimal. During construction, , water will be obtained from onsite wells for the first 2 years. After this tLp.e, a temporary intake line from Lake Ontario will kh June 1979 Amendment 3 4.1-38a
~~$ r-e~%c ry~~
NYSERG ER NEW HAVEN-NUCLEAR provide the balance of construction water. Maximum withdrawal of water for construction water use vill be approximately 450 gpm. This small quantity of water is not expected to have an impact on Lake Ontario biota. The construction of the trench to lay the temporary construction water intake and discharge pipelines will have only a temporary effect on the aquatic organisms along an approximately 2000-ft path in the lake. The overall effects will be similar to those discussed for the inlet structure and discharge diffuser. The discharge of sanitary vastes into Lake Ontario during construction vill meet applicable State and Federal regulations (Section %.1.1) and vill not be expected to impact the aquatic biota. 4.1.4.2 Elter Outlity Environmental Impacts 4.1.4.2.1 Effluent DischarRes Various procedures vill be used to control erosion and 2edimentation associated with construction activities. The erosion control plan, including the sediment detention basins, and the discharge locations are described in Section 4.l.4.1.1.2, and summarized in Section 4.5. The basins vill creat runoff from major site construction areas and water flom major onsite excavation devatering. The basins are designed to treat the volume of runoff that would result from a 10-year, 24-hr storm. Effluent from the basins vill meet the requirements in 40CTR423 with a suspended solids concentration no greater than 50 mg/1. Once clarified, the effluent will be discharged to Catfish Creek via the diverted stream. Due to the low level of suspended solids in this effluent, there vill be no adverse impact to these water courses or to Lake Ontario. The sediment detention casins will have emergency spillways to handle runoff during conditions that exceed design. During such conditions runoff into watercourses and Lake Ontario from natural sources will contain high concentrations of suspended material. In such a situation, the incremental runoff added from the emergency spillways will have an insignificant effect on the water quality of the water courses on the lake in light of the high sediment load carried by other sources into the water courses and lake. During the initial stages of construction, chemical toilets are used, thus eliminating the need for the discharge of any sanitary vastes. A sanitary vaste treatment plant that provides secondary treatment vill be operaticnal after the second year of construction. (A description of the sanitary vaste treatment system is presented in Section 3.7.) Treated effluent from this plant will satisfy 1. the New York State requirements, as promulgated in plant Section 17-0509 of the Environmental Conservation Law and 2. the federal criteria set forth in 40CTR133. The effluent will be discharged into Lake Ontario through a temporary piping system. The maximum flow of sanitary vastes through the treatment plant vill be approximately 45,000 spd. Because the sanitary discharges are small and vill be adequately treated, the water quality of Lake Ontario will not be adversely affected.
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Amendment 3 4.1-38b Eb-)s e s June 1979
NYSEtG ER NEW HAVEN-NUCLEAR 4.1.4.2.2 Construction of Shoreline Facilities and the Intake /Discharre Etructures TemocrarY Intake /Discharne Excavation of the trench required for construction of the temporary intake / discharge pipelines and structures (Section 4.1.1.9) will increase the concentration of suspended solids in the immediate vicinity of excavation activities. The sediments to be disturbed are gravelly and silty sands. The sand portion of the sediments will settle rapidly without increasing turbidity outside of the immediate area. Any silt size particles will remain in the water column longer than the sand. However, increases in turbidity will occur only in proximity to, and for approximately the daily duration of active excavation. The entire trenching activity is estimated to require 6 weeks, thus any effects will be temporary. Lake bottom contours will not be permanently altered by installation of the temporary intake / discharge pipeline. Lake flow will not be changed by construction of the temporary intake / discharge structures. The cumulative hydrologic impact of the temporary intake / discharge system is negligible. Shoreline excavation f~ the temporary system will be of limited duration and extent. Relatively sm .1 amounts of soil or sediment will be disturbed and released into Lake Ontario. Some increased turbidity will be experienced but will be limited to the immediate excavation vicinity. Modificaticn of the shoreline contour by excavation is negligible. Cooline Uater Intaka/Lischarre Physical disruption of a very small portion of the bottom of Lake Ontario during construction of the intake / discharge structures will temporarily increase levels of suspended sediments in the immediate vicinity of the installations. The bottom sediment in this area is primarily sand underlain with sedimentary rock. Because the sediment is relatively free of silt and clay, the resuspended material should settle in a short time, and the increased turbidity will be temporary and locclized. The resulting water quality impact will be it.significant. A tunnel leading to the inlet structure and diffusers will be excavated through rock under the bottom of Lake Ontario. The rock extracted during this process will be used in the construction of the pumphouse or as fill material around the station. There are no plans for other construction activites that might significantly affect the water quality of Lake Ontario. 4.1.4.2.3 Relocation of Onsite Straams The construction of the station will require the relocation of a tributary of Catfish Creek, as described in Section 4.1.4.1.1. The water quality effects of the diversion activity are expected to be minimal because of its short duration. Procedures used to minimize erosion and adverse impacts on the
~~q Amendment 3 a.1-38c c.~~
~~! \ June 1979 OGG1syy~~
NYSE1G ER NEW HAVEN-NU LEAR vater quality of the diverted stream, Catfish Creek, and Lake Ontario, are O described in Sections 4.1.4.1.1.1 and 4.1.4.1.1.2. 4.1.5 Noise Environmental Impacts 4.1.5.1 Introduction The construction of any large facility generates noise and can therefore affect the acoustical environment of the area surrounding the construction site. The assessment of the noise impacts from station construction includes a characterization of the existing acoustical environment (Section 2.7), an analysis of the noise from the construction site, and an evaluation of the effects of the construction noise on the receptors in the area. Onsite construction activities can be categorized as either continuous or intermittent. Generally speaking, continuous activities are those activities that occur regularly and set the long term levels of construction noise. Intermittent activities, although they can produce high noise levels, occur infrequently and generally do not affect the long term construction noise levels. The total construction noise emissions comprise the sound produced by the major noise sources associated with continuous and intermittent activities. The " major" sources cf construction noise are those sources which measurably contribute to the noise received by the surrounding community. The sections that folic > describe the techniques used to assess the noise impacts of constructing the proposed station. Section 4.1.5.2 discusses the major continuous onsite construction equipment, describes the methods used to predict continuous construction noise emissions, and evaluates the effects of such noise on the surrounding area. Intermittent and offsite construction activities and their impacts are discussed in Section 4.1.5.3. Offsite transportation associated with the station's construction and its impact is addressed in Section 4.1.5.4 The total noise impact on the community from all aspects of the station's construction is summarized in Section 4.1.5.5.
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Amendment 3 4.1-38d s e s @% June D 1979
NYSE8G-ER NEW HAVEN-NUCLEAR The impact of the concrete batch plant, discussed in Section 4.1.6.1, on the ground level concentration of TSP has been estimated with a simple Gaussian diffusion equation, using hypothetical worst case veather conditions. Table 4.1-13 summarizes the batch plant emissions, assumptions, and formulae used in calculating the maximum 24-hr average TSP concentration, which is 1.86 ug/cu m at the nearest site boundary. This is less than 2 percent of the 150 ug/cu m 24-hr TSP Ambient Air Quality Standard (AAQS). The upvind edge of the proposed construction parking lot will be approximately 950 m from the nearest site boundary. Construction vorker vehicles will leave the parking lot by two exits that lead to two onsite roadways. This traffic will be regulated, after consultation with appropriate governmental agencies, to ensure a smooth flow of vehicles. For these reasons, there vill be no significant effect on any offsite receptor. The parking lot is considered a significant indirect source of air pollution under 6NYCRR203, which requires a mandatory review of air quality impacts of all pollutants emitted. Table 4.1-14 summarizes the parking lot emissions, assumptions, and methodology used in estimating impacts for construction worker vehicles. This analysis (using the method described in Guidelines for Air Quality Maintenance Planning and Analysis <"8' modified by corrections from Corpilation of Air Pollutant Emissions Factorsi") shows that the maximum 1-hr average C0 concentrations vould be 3.6 mg/cu m at the nearest site boundary. This is only 14 percent of the 1-hr CO AAQS of u0 mg/cu m. The 8-hr CO AAQS of 10 mg/cu m also could not be violated, since the maximum 1-hr parking lot concentrations vill occur for approximately 2 hr per day. Ambient CO concentrations are expected to be lov, as discussed in Section 2.3.7. The line of traffic formed at each of the two onsite access roads would cause a maximum 1-hr C0 concentration (at a point perpendicular to and 10 m downwind from the edge of the road segment) of 10.5 mg/cu m (Table 4.1-14) which is only 25. percent of the 1-hr CO AAOS. Since the line of traffic would exist for an hour or less, the 8-hr average standard would not be exceeded. The 1-hr impact of NOx was quantified in a manner similar to that for Co. The 1-hr average NOx concentration at the nearest site boundary to the parking lot will be 296.0 ug/cu m. This assures that the annual overage AAQS for nitrogen dioxide (N02) of 100 ug/cu m vill not be exceeded, since the maximum 1-hr parking lot concentrations will occur for at most 2 hr per day. Present ambient NO2 levels, as discussed in Section 2.3.7, do not exceed 12.6 ug/cu m at NYSE1G's monitoring Station B, which is the air quality monitoring station most representative uf site conditions. The impact of hydrocarbons (HC) was quantified in a similar manner. The 3-hr averate HC concentration at the nearest property line to the site boundary was shown to be 53.3 ug/cu m. This is only 33 percent of the 3-hr HC standard of 160 ug/cu m. Ambient concentrations of HC are expected to be lov because there are few local sources of HC. Permanent access roads used by the construction work force vill be paved and kept free of dust to reduce fugitive emissions. Since it is expected that 9 onsite spoil vill be disposed of onsite, there vill be no construction
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4.1-61 b66 g
NYSE8G ER NEW HAVEN-NUCLEAR vehicles producing fugitive dust as a result of offsite disposal. Materials that might olow away will be delivered in covered vehicles. Effects en Site MicrometnoroloRY The effect of construction on the micrometeorology of the area is expected to be insignificant. The removal of some onsite trees may alter the wind flow and turbulence characteristics, but the change would be minimal. Fugitive dust emissions and smoke may decrease visibility slightly. These effects are not long term and will not affect offsite micrometeorology. 4.1.7 Floodiny Environ ental Imeact During the early stages of construction, the stream flowing through the site (a tributary of Catfish Creek, as described in Section 4.1.4) will be diverted to a permanent channel. The permanent channel is designed to contain flows in excets of the 100-year flood. Accordingly, the construction area and access roads are protected from inundation by such flood flows. The effects of channel diversion will be evidenced by a minimal increase in flows conveyed in Catfish Creek Tributary F, downstream of the Tributary FE diversion. An analysis was performed using techniques described in "Model Hydrographs"<*2', in conjunction with runoff predictions of 50- and 100 year precipitation events made through the use of the HEC-1 computer program'***. This analysis indicated that the stream diversion would result in an increase in flows of approximately 1 percent at the mouth of Tributary F. This increase is primarily due to the decrease in the time of concentration as a result of shortening Tributary FE by approximately 1,200 ft when it is diverted to its permanent channel. Alterations in ground cover do not significantly affect overall hydrologic response of the basin associated with Tributary F, since the site area to be developed is small, approximately 7 percent of the total drainage bas in area of 3.18 sq mi. These changes are not expected to alter the present conditions with regard to fjooding environmental impact. 4.1.8 Ground Water Fatable water requirements (approximately 50 gpm) for initial construction activities will be supplied by a well located onsite. The well vill supply l potable water for approximately 2 years until a temporary line is constructed to Lake Ontario which would p rovide the balance of potable water during the remaining construction period. The well is located approximately 30 ft north of boring G-83 (Figure 2.5-34) on the east side of Butterfly Creek and is on the opposite side of Lee Road from domestic well No. 254 (Table 2.1-46 and Figure 2.5-18). The well is 6 inches in diameter and is drilled to a depth of 65 ft (35 ft into rock). Most of the well yield is derived from a highly jointed zone at the top of bedrock. 'Je ll recharge is primarily from infiltration of groundwater within the low area along Butterfly Creek. A pumping / recovery test was conducted for a 48-hr period at a pumping rate of 65 gpm. On the basis of this test, it is anticipated that the static pressure
~~> n rr Amendment 3 4.1-6: 5652.' C June 1979 k~~
NYSE8G ER NEW HA'/EN-NUCLEAR head within the jointed rock aquifer at veil No. 254 vill be reduced by approximately 15 ft. However, the water level (vater table) in the overburden aquifer vill drop only a few feet. Given the demand of only 2 to 5 spm typical for domestic wells, and the small dravdown associated with such flow, pumping of the potable water should have no impact upon the users of well No. 254 and other offsite wells. There are 53 private wells located within the site boundary (Table 2.1-46 and Tigure 2.1-18) and cumulatively they yield considerably more than 50 gpm. These wells vill be taken out of service or may be used selectively as part of the construction water supply system. No major devatering problems are anticipated during excavation and backfilling operations. Water vill be removed by ump pumps installed within the l excavation. Sediment detention basins will be used for clarification prior to discharge to surface waters. Excavation devatering should have no effect on ground water quality. As discussed in Section 2.4.2, the permeability of the overburden materials in the area of plant excavatians is low. Therefore, seepage vill have only a limited effect on groundwater levels onsite. As discussed in Section 6.1.2.2, groundwater levels are not expected to be affected 1,000 ft or more beyond the excavations. Additionally, the northwesterly flow through the site vill be essentially unchanged. Since groundwater quality should not be affected during construction, the groundwater monitoring program vill consist of monthly readings of water level only. Readings vill be taken in those existing observation wells not affected by construction activities (Figure 2.5-48). Wells presently located within the plant structure or construction facility areas (Figure 3.1-15) vill be abandoned. The remaining wells will be monitored to provide general data on site groundwater levels during excavation devatering. Additional wells will be installed as needed in areas of specific interest, such as the switchyard excavation slopes (Tigure 3.1-2) in order to monitor dravdown which could af f ect domastic vell perf ormance and to verify design groundwater levels. Butterfly Creek is located approximately 700 ft east of the Unit 2 reactor plant service water cooling tower. The normal water level in the creek at this point is about el +320 ms1. The ground water level at the location of the reactor plant service water cooling tower is el +340 (rigure 2.5-45). Foundation grade for the reactor plant service water cooling tower is el +295 (deepest excavation onsite) which is 25 ft lower than the water level in the creek. There are at least 15 ft of glacial till (boring S-21, Appendix 2.5C) underlying Butterfly Creek at its nearest approach to the site. The till increases in thickness to a maximum of 36 ft (boring G-12, Appendix 2.5C) between the creek and the Unit 2 reactor plant service water cooling tower. As discussed in Section 2.4.2, ground water movement is primarily in the upper 5 to 10 ft of jointed and detached rock slabs occurring at the bedrock surface. The bedrock surface rises from el +300 below Butterfly Creek (boring Amendment 3 * ' 4.1-63 bI June 1979 565.
NYSE8G ER NEW HAVEN-NUCLEAR S-21) at its nearest approach to the site, to el +333 (boring G-21) at the Unit 2 reactor plant service water cooling tower. The top of rock at the creek is 5 ft higher than the bottom of the reactor plant service water cooling tower excavation; however, the bedrock surface is 33 ft higher at the cooling tower. Field percolation and water pressure tests (Tables 2.5-6 and 2.5-9) indicate that the till and rock at depth (below 10 ft - the weathered zone at bedrock surface) are of low permeability. Dewatering of the Unit 2 reactor plant service water cooling tower excavation will cause a local depression in the ground water table. Ground water and/or surface water conditions at Butterfly Creek should not be affected due to the distance involved (7CO ft), the thickness (36 ft max) of impervious overburden materials between the creek and the site, the depth to rock at the creek (20 ft), and the eastward sloping bedrock surface. Several private wells (Figure 2.1-18) are located along Route 104 south of the excavation required for the switchyard (Figure 4.1-11). Both shallow dug wells (12 to 3B ft) and drilled wells (60 to 90 ft) are present in this area (Table *.1-15). Ground surface at the location of the wells ranges from el 410 to 435. The excavation for the switchyard will require a maximum cut of 40 ft (el 380 to 420) with the top of the cut slope located approximately 350 ft north of Route 104 Existing topography, planned final grade, and wells nearest the excavation are shown in Figure 4.1-11. Well Nos. 96, 98, 100, and 101 are located within the site boundary and vill be purchased and taken out of service prior to the start of construction. The site surficial map (Figure 2.5-19) and data obtained from the ground water users survey (Section 2.1.3.8) indicate that the wells south of the switchyard are located on a drumlin ridge which has a thick till core. Yields from wells in till are normally low, and shallow dug wells are subject to decreasing yields during dry seasons. In areas where till is extensive, or of considerable thickness, yields sufficient for domestic supplies are usually obtained from wells that penetrate the till/ rock contact. The switchyard excavation will cause a permanent lowering of the ground water table to the south. No change in the direction of ground water flow will occur as a result of the excavation, and no subsurface injection of water is planned. Thus, the excavation will have no effect on ground water quality. Drawdown model studies (Section 6.1.2.2) indicate that the effect will be local. The profile in Figure 4.1-12 shows site topography and ground water conditions prior to and after excavation of the switchyard. Existing elevations, depths, water levels, distance to the switchyard excavation, and predicted drawdowns for the nearest wells are summarized in Table 4.1-15. Wells Nos. 92, 95, 97, and 99 are deep-drilled wells of small diameter and lowering of the water level by 9 to 13 ft in these wells should have little effect on the total yield. However, lowering of the water level by 5 to 11 ft in the larger diameter, shallow dug wells (Well Nos. 89, 90, 91, 93, and 94) will decrease available storage capacity and may significantly reduce yields. In order to mitigate this inpact, new deep-drilled wells will be installed on the properties containing Well Nos. 89, 90, 91, 93, and 94 prior to the start of construction. These are all shalltw Sug wells (12 to 20 ft) located f 979 Amendment 3 4.1-64 565tC-e Jun
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NYSERG ER NEW HAVEN-NUCLEAR outside the site boundary, at distances of 430 ft (Well No. 94) to 610 ft 'Well No. 90) Eusth of the switchyard excavation. Other volls shown in Figure 4.1-11 are at greater distances from the switchyard excavation and will not be affected. Well Nos. 102 and 103 are deep-drilled wells located more than 1,000 ft southeast of the switchyard excavation. No reduction in water levcis or yields are anticipated in these wells because of the distance to the excavation and the depth of the wells. Well Nos. 84 to 88 are located over 900 ft southwest of the excavation on the opposite (west) side of an unnamed creek that drains a large svamp south of the wells. These wells vill not be affected by the switchyard excavation because of the distance to the excavation and their proximity to the svamp and the creek that flows between the wells and the switchyard. Prior to, during, and for at least 2 years after excavation of the switchyard, water level readings vill be taken in observation wells installed between the excavation and the nearest offsite users (Section 6.2.1.1.4), and in selected private vells located within the site boundary. Actual water level readings will be compared to the dravdowns predicted by the model study. The results of this monitoring program vill be included in the Environmental Report - Operating License Stage. There vill be essentially zero discharge to groundwater of washwater from the concrete equipment washwater treatment and reuse system. No impact on groundwater users is expected as a result of operating this system. 4.1.9 References for Section 4.1 Oa. Morrow, J.W., et al. Characteristics and Treatment of Ready-Hix Concrete Waste for Tree Discharge. Procedures of the 28th Industrial Waste Conference, Purdue University, 1973, pp 192-204 Ob. US Army Corp of Engineers. Environmental Protection Guidelines for Construction Contracts. Army Construction Engineering Research Laboratory, Champaign, Ill. Docket No. AD-AD14-146, July 1975, p 75. Oc. Troxell, E.G., et al. Composition and Properties of Concrete. McGraw-Hill Civil Engineering Series, 2nd ed., 1968, p 29.
1. Prime and Unique Farmland. Code of Tederal Regulations 677, January 31, 1978.

2. Agriculture and Markets law, Article 25AA.

3. Oswego County Planning Board. Oswego County, 1985 and 2000. Land Use Plan, June 1977.

4. Woodward-Clyde Consultants. Clifton, NJ. May 1978.

5. Nelson Darling, cealtor, Hannibal, New York and Douglas Irvin, Irwin Realty, Mexico, NY, June 1978.
~~Amendment 3 , 4.1-65~~
~~$gg sa. Jun 19M k~~
~~NYSE8G ER NEW HAVEN-NUCLEAR~~
6. US Department of Commerce, Bureau of the Census. 1974 Census of Agriculture, New York State.

7. Telephone interview with Frank Scollan, NYSE8G site representative.
~~June 22, 1978.~~
~~8. Odum, E.P. Relationships between Structure and Function in Ecosystems.~~
~~Japanese Journal of Ecology, Vol 12, 1962, p 108-118.~~
9. US Department of Interier. Fish and Wildlife Service. Proposed Endangered Status for Some 1,700 US Vascular Plant Taxa. Federal Register, Vol 41, 1976, p 24524 24572.

10. US Department of Intcrior. Fish and Wildlife Service. Determination that Various Plant Taxa are Endangered or Threatened Species. Federal Register, Vol 43, 1976, p 17910-17916.

11. Wilson, E.O. and Bossert, W.H. A Primer of Population Biology. Sinauer Associates, Inc. Publishers, Stamford, Conn, 1971.

12. Boughey, A.S. Ecology of Populations. The MacMillan Company, NY, 1968.

13. Memphis State University. Effects of Noise on Wildlife and Other Animals.
~~US Environmental Protection agency, Office of Noise Abatement and Control, Washington, DC, 1971.~~
14. EPA. Public Health and Welfare Criteria for Noise, July 27, 1973. US Envircnmental Protection Agency, Washington, DC.

15. Taylor, W.K. and Anderson, B.H. Nocturnal Migrants Killed at a Central Flcrida TV Tower. Autumns 1969-1971. The Wilson Bulletin, Vol 85, 1973, p 42-51.

16. Johnston, D.W. and Haines, T.P. Analysis of Mass Bird Mortality in October, 1957. Auk, Vol 74, 1957, p 447-458.

17. Graber, R.R. Nocturnal Migration in Illinois - Different Points of View.
~~The Wilson Bulletin, Vol 80, 1968, p 36-71.~~
18. Turcotte, W.H. T.V. Tower Bird Tallout - October 1-21, 1965. Mississippi Ornithological Society Newsletter, Vol 11, 1966.

19. Brewer, R. and Ellis, J.A. An Analysis of Migrating Birds Killed at a Television Tower in East-Central Illinois. September 1955 - May 1957-Auk, Vol 75, 1958, p 400-414.

20. Kemper, C.A. A Tower for TV-30,000 Dead Birds. Audubon March april, 1964, p 86-90.

21. Zimmerman, D.A. The Changing Seasons. American Birds, Vol 29, 1975, p 23-28.
Amendment 3 3" 979 A.1-66 565144
NYSEtG ER NEW HAVEN-NUCLEAR @ 22. Mudge, J.E. and Firth, R.W. Jr. Evaluation of Cooling Tower Ecological Effects - An Approach and Case History. Proceedings of the 21st Annual Meeting American Nuclear Society, New Orleans, LA, 1975. 2 3. Johansen, K. Review and Analysis of Bird Impingement and Stack Illumination at Ontario Hydro Generating Stations. Ontario Hydro Generation Concept Department, Report No. 75-073. 24 Bellrose. F.C. The Distribution of Nocturnal Migrants in the Air Space. Auk, Vol 28, 1971, p 397-424
25. Howell, J.C.; Laskey, A.R.; and Tanner, J.T. Bird Mortality at Airport Ceilometers. The Wilson Bulletin, Vol 66, 1954, p 207-215.

26. Cochran, W.W. and Graber, R.R. Attraction of Nocturnal Migrants by Lights on a Television Tower. The Wilson Bulletin, Vol 70, 1958, p 378-380.

27. Arbib, R. The Bluelist for 1978. American Birds, Vol 31, 1977, p 1087-1096.

28. Smith, G.A. Personal Ccemunication. Rice Creek Biological Tield Station, State University of New York at Oswego, 1977.

29. Bull, J. Birds of New York State. Doubleday Natural History Press, Garden City, NY, 1974.

30. Dell, J. Cottontail. New York State Conservation Department. Division of Conservation Education. Information Leaflet, 1961.
30a NYSDEC Division of Land Resources and Torest Management. Draft Water Quality Management Plan for the Lake Ontario Basin, Albany, NY, 1977. 30b NYSDEC 1976 Policies and Procedures Manual - Title 9100 - Water Quality; Chapter 9140. Commissioner's Directive - August 13, 1976. 30c US Department of Ccemerce. Weather Bureau Technical Paper No. 40, Rainfall Frequency Atlas of the United States. May 1961. 30d Chow. Runoff Coefficient for Soils Above Impermeable Rock. Handbook of Applied Hydrology. Copyright 1964, p 21-38. 30e Guidelines for Erosion and Sediment Control in Urban Areas of New York State. US Department of Agriculture, Soil Conservation Service, Syracuse, NY, p 4.17-4.20 (for general discussion) and p 6.1-6.3 (for data and aquations). 30f US Environmental Protection Agency. Processes, Procedures, and Methods to Control Follution Resulting from All Construction Activity. EPA 430/9-73-007. October 1973.
~~^k ' . j(4P Amendment 3 ,~~
~~4.1-67 rg[grggr{b[f June 1979~~
~~+ a~~
~~NYSE8G ER NEW HAVEN-NUCLEAR~~
~~31. Bolt, Beraher, and Heldman Inc. Power Plant Construction Noise Glide.~~
~~(The ESEERCO Report) Prepared for the Empire State Electric Energy Research Corporation, New York May 1977, p 336-337.~~
32. US Environmental Protection Agency. Information on Levels of Environmental Noise Requisite to Protect the Public Health and Welfare with an Adequate Margin of Safety. (The Levels Document) USEPA Report No. 550/9-74-004, March 1974

33. US Department of Housing and Urban Development. Noise Abatement and Control: Departmental Policy, Implementation and Responsibilities and Standards- HUD Circular 1390.2, 1971.
34 New York State Public Service Commi.sion/U.S. Nuclear Regulatory Commission. Joint Working Paper for the Preparation of Environmental Reports for Generating Facilities in New York State. August 1977.
35. Americtn Industrial Hygiene Association. Industrial Noise Manual, Second Editian. AIHA, Detroit, Mich, 1966.

36. Stevens, K.N.; Rosenblith, W.A.; and Bolt, R.H. A Community's Peaction to Noise: Can it. be forecast? Noise Control, Vol I, No. 1 January, 1955, p 63-71.

37. International Stendards Organization. Assessment of Noise with Respect to Community Response. ISO Recommendation R 1966, 1sc Edition, May 1971.

38. Federal Highway Administration. Fundamentals and Abatement of Highway Traffic Noise. Report TH"A-HHI-HEV-73-7976-1 PHWA, US Department of Transportation, Washington, DC, 1973.

39. Wyle Laboratories. Assessment of Noise Environments Around Railroad Operations. Prepared f or t:.e Southern Pacific Transportation Company, Union Pacific Railroad, The Atchinson, Topeka & Santa Fe Railway Company and The Association of American Railroads. Wyle Report WCR 73-5, El Segundo, Calif, 1973.

40. US Environmental Protection Agency. Guidelines for Air Quality Maintenance, Planning, and Analysis, Vol 9: Evaluating Indirect Sources EPA-650/4-75-001, Office of Air Quality Planning and Standards, Research Triangle Park, NC, 1975.

41. US Environmental Protection Agency. Compilation of Air Pollutant Emissions Factors. USEPA Publication No. AP-42, Office of Technical Information and Publications, Research Triangle Park, NC, 1977.

42. Mitchell, W.D. Model Hydrographs. USGS Water Suppl / Paper 2005, Washington, DC, 1972.
O
~
Amendment 3 4.1-68 June 1979 565' -
NYSE8G ER NEW HAVEN-NUCLEAR
~~43. U.S. Army Corps of Engineers. HEC-1 Flood Hydrograph Package, Computer Program 72.3-X6-L2010, Hydrologic Engineering Center, Davis, Calif, January 1973.~~
h/t Amendment 3 4.1-69 5651T9 June 1979 4
NYSEEG ER NEW HAVEN-NUCLEAR TABLE 4.1-1 ESTIMATEP CHARACTERISTICS OF SANITARY UASTES TREATED DURING CONSTRUCTIONdM* Frecuencvu VolumeMW Trans- (nillion Ral) Collec- Treat- porta- Dis- Yearly Monthly tion rent tio_p__ oosal lla_3 Av2 MAX Ay2 C C P C 18.4 11.6 2.7 0.95 Concentration (m7/1) Yearly Monthly Av2 day, Ayl BOD, 350 350 350 SS 200 300 200 Weight ** (thousand lb) Yearly Monthly MAX Arz MA3 Avg 20D, 65 33 7.7 2.7 SS 38 19 4.5 1.6 NOTES: M Key: C, continuoust P, periodic (sludge only)
** Based on maximum yearly work force 3,135 men / day Based on average yearly work force 1,584 men / day Based on maximum mot:hly work force 4,505 men / day Based on average monthly work force 1,584 men / day
~~wM The quantities given do not include the first two years of construction when sanitary waste vill be treated in an off-site facility.~~
Amendment 3 1 of 1 June 1979
NYSE&G ER NEW HAVEN-NUCLEAR TABLE 4.1-2 PREDICTED DISCHARGE CHARACTERISTICS OF THE SANITARY SYSTD1 USED DURING CONSTRUCTION Quantity i1b/mo) Concentration
Discharge g g Sanitary Facility **
Floating and 3ettleable solids 0 0 0 Suspended solids 677 245 30 ng/l for 30 consecutive day average 45 mg/l for 7 consecutive day average BODS 677 245 30 ng/l for 30 consecutive day average 45 mg/l for 7 consecutive day average Fecal coliform bacteria NA NA 200 MPN****/100 ml f or 30 consecutive day geometric mean 400 MFN****/100 ml for 7 consecutive day geometric mean Chlorine 11.3 4.1 0.5*** pH NA NA 6 to 9 NOTES:
~~Except f or pH and f ecal coliform bacteria~~
** Discharge will conform with federal (40CFR133) and state (Title 5 Section 17--0509 of NYS Environmental Conservation Law Title 9200 Chapter 9210 of the New York DEC Policies and Procedures Manual) requirements. *** A controlled chlorine concentration of 0.5 mg/l as Cl, will le maintained in the discharge for disinf ection purposes. Chlorine will be introduced by the addition of soditmi hypochlorite. **** Most probable number.
O G W n CD Amendment 3 1 of 1 June 1979 O O O
G @ NYSE3G ER NEW HAVEN-NUCLEAR TABLE 4.1-15 j EFFECT OF SWITCHYARD EXCAVATION ON PRIVATE WELL SYSTEMS Distance to**M Well Existing **** Calculated Well* SurfacewM Excavation Elev. Depthu* Water Level Drawdown No. Elev. (ft) (ft) (ft) (ft) Elev. (ft) (ft) Effect on Well/ Comments 89 410 540 398 12 410 8 New well to be installed 90 414 610 394 20 410 5 New well to be installed 91 418 570 398 20 410 7 New well to be installed 92 420 500 330 90 410 9 Minur-deep drilled well 93 420 475 unknown 410 10 Assume shallow dug well; new well to be installed 94 420 430 382 38 410 11 New well to be installed 95 424 440 364 60 410 10 Minor-deep drilled well 97 434 380 339 95 410 13 Minor-deep drilled well 99 435 470 355 80 410 10 Minor-deep drilled well NOTES: .Cl gS
~~See Figure 2.1-18 and 4.1-11 for location of wells,~~
** From Table 2.1-46 bl MMM Scaled distance (Fig. 4.1-11) from excavation slope h MMMM Water level used in computer model u' ~ ._J
( Amendment 1 1 of 1 March 1979
NYSE8G ER NEW HAVEN-NUCLEAR TABLE 4.1-16 EXPECTED STORAGE OF CONSTRUCTION OILS. LUBRICANTS. AND CHEMICALSM Total Storage Material Container (Ral) Expected Containment Fuel oil (batch plant boiler) Tank 5,000 Below ground Diesel fuel oil Tank 20,000 Below ground Leaded and unleaded gasoline Tanks 20,000 Below ground Kerosene Tank 15,000 Below ground
Lubrication oil 55 gal drums 10,000 Curbed area within enclosed Call types and grades) facility Cleaning solvents 55 gal drums or 1,400 Enclosed trailer Faint, thinner, and solvents Small containers 1,000 Enclosed trailer Sulfuric acid (93%) Tank 500 Curbed area within potable water treatment building Sodium hydroxide (50%) Tank 500 Curbed area within potable water treatment building Sodium hypochlorite (15%) Tank 200 Curbed area within sanitary waste treatment building NOTE:

Refer to Figure 4.1-11 for storage locations of above items CA CD G7
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3 la Amendment 3 1 of 1 June 1979 O O O
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1. SCALE: AS SHOWN 200 2.REF DWG: FIG U R E 3.1 - 15 '
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~~',I hN \ r UNLEADED AND LEADED FUEL TANKS~~
~~(h \ O 9 KEROSENE STORAGE TANK I\ N W LUBRICATION OIL (ALL GRADES S TYPES)~~
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\ IN 55 GALLON DRUMS p ij Ip + CLEANING SOLVENTS yf ll "w- - =-c \ @ PAINT, THINNER AND SOLVENTS ; ll E ,P %Lutrj jl !l l\ *> SULFURIC ACID AND SODIUM HYDROXIDE ., g I j h- j 1 3
~~i SODIUM HYPOCHLORITE~~
~~^- j_j.. 6tL- ;ut u n\~~
c~L t 4/ ~ -- -'- ~-- -
~~l. ITEMS @ THROUGH % WILL BE BELOW GROUND Et ' L A~~
~~. STORAGE. ALL OTHER ITEMS WILL BE STORED P~~
~~yc;fgA by,~~
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~~(p - _- Li i WITHIN AN ENCLOSED FACILITY. TABLE 4.1-15 LISTS ESTIMATED QUANTITIES FOR ABOVE N . .. Y ITEMS .~~
~~/ ]~~
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i CONSTRUCTION FENCE 7 J F f3 - - -- w o - - PROPOSED CONTOURS w j ,q - ( - (-_(_p - FIGURE 4.I-13 NEW HAVEN SITE 200 400 600 LOCATION OF STORAGE FACILITIES FOR CONSTRUCTION LUBRICANTS, SCALE-FEET OILS, AND CHEMICALS NEW YORK STATE ELECTRIC & GAS CORPORATION I* ENVIRONMENTAL REPORT 565190 i i AMENDMENT 3, JUNE 1979
NYSERG ER NEW HAVEN-NUCLEAR 4.5 CONSTRUCTION IMPACT CONTROL PROGRAM The following is a summary of mitigative and precautionary measures considered for controlling potential environmental impacts during the construction of the facility. The implementation of these measures are achieved by a detailed enforcement program which will be completed prior to the initiation of Construction. Most environmental impacts associated with construction activities are expected to be short term, approximately 7-1/2 years. Figure 3.1-15 shows the areas affected by construction. Preventive measures will be taken to minimize environmental impacts in these areas. 4.5.1 Mitigative Procrams 4.5.1.1 Noise Noise control for the construction site will be accomplished in several ways. Most construction activities which will be major sources of noise vill occur during the weekday daytime hours. Major internal combustion equipment will be equipped with properly installed mufflers. In addition, all equipment will comply with all applicable state and federal regulations. Building siding will be installed at the earliest possible.date to confine noise from interior construction activities. 4.5.1.2 Erosion Various methods will be usud to control soil erosion and sedimentation during construction (Section 4.1.4.1.1.2). To minimize soil erosion in cleared areas, protective material such as gravel, crushed stone, and pavement are used. Road shoulders are stabilized with crushed stone. Diversion ditches and berms will be used to prevent water from entering construction areas and to prevent water from flowing down unstabilized slopes. Soil loss is also controlled by nonstructural ertsures such as temporary vegetation or mulching with natural wood fibers, jute or excelsior matting, and straw bale barriers. The loss of topsoil is further minimized by the technique of stockpiling and stabilizing during the construction period. Runoff from vegetated and stabilized areas is diverted to vegetated buffer strips and existing drainage swales. The vegetated buffer strips filter out most of the suspended solids from runoff. Runoff from disturbed or unvegetated soils is directed to three sediment detention basins by a series of ditches and culverts as shown in Figures 3.1-15, 3.1-15a, and 3.1-15b. A temporary construction storm drainage system consisting of a network of drainage ditches and culverts collects runoff from areas of potentially high sediment loads and directs it to the appropriate sediment detention basin. Amendrent 3 4.5-1 E5b')GY' "d June 1979 {k0
NYSE8G ER NEW HAVEN-NUCLEAR The drainage ditches are lined with protective material such as crushed stone to minimize erosion. As construction progresses, the permanent drainage system and final grading are incorporated. A tributary of Catfish Creek, as described in Section 2.1.3.9, flows through the site and vill be diverted to the vestern boundary of the site. The diversion channel controls the runoff from the watershed immediately south of the site. This channel also intercepts other runoff toward the site and diverts the storm water to natural drainage areas. To miniaize erosion, the channel is lined with riprap and slopes are seeded with grass. Construction of the offsite makeup /blevdown pipeline vill progress in a continuous cut and cover operation thereby minimizing the extent of open excavations and allowing an ongoing process of stabilization and restoration of disturbed areas. Irosion control methods vill include the use of diversion ditches and berts to control runoff, straw bale barriers, filter berms, jute or excelsior matting, mulching, and seeding. Excavation devatering from groundwater or stormwater runoff vill be discharged to ditches adjacent to the excavation. The ditches will be designed te spread flow over vide areas of undisturbed ground and will not discharge directly to streams. Strav bale barriers vill be used to filter out most of the suspended solids prior to discharge over undisturbed areas. Construction access roadway alignment vill avoid,as much as possible, locations that vill collect large volumes of natural runoff. Construction of the offsite rail access is discussed in Section 4.1.1.4 Erosion control methods similar to those for construction of the makeup /blevdown pipeline vill be used. Strav bale barriers, filter berms, or the equivalent will be provided across the path of runoff from disturbed areas and vill be maintained until the disturbed area has been stabilized with vegetation, ballast, or crushed stone. 4.5.1.3 lus; After the initial site preparation vork is completed, the primary source of construction generated dust is expected to be the unpaved construction roads. Permanent roads within the site are established and stabilized during the early stages of construction to mininize dust problems. Traffic is limited to stabilized roads, when possible, and held to a minimum. Temporary construction haul roads within tae site will either be surfaced or periodically watered to minimize dust problems. Semipermanent roadways and parking areas are paved with asphalt or covered with crushed rock. Paved surfaces vill be cleaned periodically to minimize dust. Another potential source o# dust is vind erosion of c:. eared areas. The erosion control plan described in Section 4.5.1.2 vill also serve to control dust. The use of explosives during construction vill conform to OSHA regulations, and blasting vill be matted as neccssary to minimize flying rock and dust. Amendment 3 4.5-2 565ME June 1979
NYSE&G ER NEW HAVEN-NUCLEAR 4.5.1.4 Truck Traffic All traffic to and from the station uses the limited access road. Truck traffic, due to material deliveries, is scheduled during normal working hours. Deliveries are directed to the warehouse onsite for unloading either at the warehouse or into open storage. Truck traffic within the site is required to obey posted regulations and use construction roadways when possible. 4.3.1.5 Floodinz The site is not subject to flooding, as desccibed in Section 4.1.7. 4.5.1.6 Ground Water Dewatering of major onsite excavations below the groundwater table is done within the excavation by portable pumps. A series of ditches will convey groundwater, which seeps into the excavation to collection pits. Water in the pits is removed by portable pumps and discharged to the sediment detention basin. Strict control of the use of potential pollutants minimizes infiltration of pollutants to the groundwater. 4.5.1.7 Air and Water Quality The air quality impact during the construction of the station will be short term and is expected to be limited to the immediate site area. The largest impact to air quality is expected to be emissions from equipment used to support construction activities. This equipment will be properly maintained and controlled to minimize adverse effects. It is anticipated that some open burning vill be required to dispose of timber, brush, and shrubs resulting from land clearing which cannot be chipped and will continue throughout plant construction where no other practical disposal method exists. Open burning will be conducted in accordance with the following guidelines:
1. Appropriate local, county, and state officials will be contacted regarding the scheduled burning to learn of any temporary ban on open fires because of drought or related fire hazard conditions, or of an air pollution episode as described in 6NYCRR207.

2. Open burning operations will be performed to minimize: a) the number of slash piles burning; b) the number of days open burning is used; and c) active fires during darkness.

3. Open burning will be conducted during meteorologically appropriate periods.
Amendment 3 4.5-3 868 June 1979
NYSERG ER NEW HAVEN-NUCLEAR
~~4. Open burning sites will be attended whenever a fire is in progress or O~~
~~when hot ashes remain.~~
5. Lightweight petroleum products may be used to ignite slash piles.

6. Tires and other unsuitable materials will not be burned.
Concrete batching materials at the onsite batch plant are stored in accordance with applicable American Concrete Institute codes. The aggregate conveyor systems at the batch plant are enclosed, and the cement is stored in closed silos. Emissions from the batch plant will comply with 6NYCRR212-4(c). During the early stages of construction, a sediment detention basin is used for treating surface runoff from disturbed areas to remove suspended solids. Waste washwater from concrete handling equipment will be treated and then reused both as washwater and for dust suppression on onsite haul roads and construction areas. Construction of the diverted s' ream will be performed to minimize runoff or will incorporate a temporary impoundment to establish compliance with 40CTR423. Chemical toilets are initially prcvided for sanitary wastes. These wastes are collected on a regular basis and takaa off the site by a licensed contractor for proper treatment and disposal. As construction activities progress, toilet trailers or their equivalent with sewer and water connections are also employed. Drainage is made to a sewage treatment plant at the site. Sanitary waste water effluent will be discharged to Lake Ontario. The treated effluent will meet 40CTR133 and DEC requirements for fecal coliform bacteria in Policies and Procedures Manual, Title 9200, Chapter 9210. In outlying areas, chemical toilets are used throughout the duration of construction. 4.5.1.8 Tish and Wildlife Protection During construction of the station a number of measures will ensure minimal disruption of the plant and animal communities. With regard to the terrestrial environment, site access is limited to designated roads and traffic is confined to these roads and to specific parking areas as much as practicable. Construction materials are confined to specified laydown areas. These measures prevent indiscriminate disruption of the natural habitat by the construction work force. Wastes generated during construction are hauled to appropriate disposal areas or burned. Enclosing the major portion of the construction area with a chain link fence will keep most wildlife out of the area. Pesticides and herbicides used at the site during construction are chosen from those approved by the DEC. Following construction, all temporarily disturbed areas will be revegetated. t6 Amendment 3 4.5-4 June 1979 5851#
NYSE&G ER NEW HAVEN-NUCLEAR Impacts sustained by the aquatic environment due to construction are mainly those associated with increased turbidity caused by the construction of the makeup water inlet and binudown discharge system described in Sections 3.4.3 and 3.4.4, respectively. Section 4.1.1.7 describes the construction for the inlet and discharge structures. The small quantities of excavated material to set the inlet and discharge structures will be locally disposed of on the lake bottom. Tunneling the intake and discharge lines will eliminate turbidity caused by dredging, thus minimizing impact to the aquatic environment. Excavated material from the rock tunneling operation vill be used in the construction of the pumphouse or as fill material around the station. As discussed in Sections 4.1.3 and 4.1.4, the mitigative measures described above reduce any construction impacts to fish and wildlife to acceptable levels. 4.5.1.9 Archeolceical pesources As discussed in Section 2.6.2, there are no properties currently listed or currently being considered for the National Registry of National Landmarks or the National Register of Historic Places within the limits of station construction. The Applicant has contacted the State Historic Preservation Officer to determine if there are any historical or cultural properties currently under consideration for the National Register within the construction area. The Applicant has performed an archeological survey to evaluate the significance of archeological resources found on site. The results of the survey will be presented in a report to be completed oy early summer, 1979. After the appropriate agencies have reviewed the report and determined if there are any eligible properties for the National Register, the Applicant will (if eligible properties were identified) consult with the agencies to determine the effects of construction and appropriate mitigating measures to be taken. If the resources are significant and adversely impacted by the plant, the most probable and reasonable mitigation measure would be to extract the information available by having a professional archeologist(s) study the resource onsite before proceeding with construction. Depending upon the nature and significance of the resource, other measures including relocation of the resource might be implemented. The specific mitigation measure adopted for a particular resource vill depend on many factors. Specific mitigation measures will be determined through discussions with officials of the responsible agencies.
~~\1 5653ms Amendment 3 4.5-4a June 1979~~
NYSE8G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS CHAPTER 5 ENVIRONMENTAL EFFECTS OF STATION OPERATION Section Title Page No. 5.1 EFFECTS OF OPERATION OF HEAT DISSIPATION SYSTEM. . . . . . . . 5.1-1 5.1.l Thermal Standards and Criteria . . . . . . . . . . . . . . . 5.1-1 5.1.1.1 Federal Thermal Standards and Criteria . . . . . . . . . . . 5.1-1 5.1.1.2 State Thermal Standards and Criteria . . . . . . . . . . . . 5.1-1 5.1.2 Physical Effects . . . . . . . . . . . . . . . . . . . . . . . 5.1-3 5.1.2.1 General. . . . . . . . . . . . . . . . . . . . . . . . . . . 5.1-3 5.1.2.2 Methodology for Thermal Plume Prediction . . . . . . . . . . 5.1-3 5.1.2.3 Application of the Predictive Model. . . . . . . . . . . . . 5.1-5 5.1.2.4 Other Considerations . . . . . . . . . . . . . . . . . . . . 5.1-7 5.1.3 Biological Effects . . . . . . . . . . . . . . . . . . . . . . 5.1-8 5.1.3.1 Terrestrial Effects. . . . . . . . . . . . . . . .. . . . . 5.1-8 5.1.3.2 Aquatic Effects. . . . . . . . . . . . . . . . . . . . . . . 5.1-11 5.1.3.2.1 Features of the Intake Structure Affecting Aquatic Biota . . . . . . . . . . . . . . . . . . . . . . 5.1-11 5.1.3.2.1.1 Intake Placement . . . . . . . . . . . . . . . . . . . . 5.1-11 5.1.3.2.1.2 Intake Design and Capacity . . . . . . . . . . . . . . . 5.1-13 5.1.3.2.2 Intake System Effects. . . . . . . . . . . . . . . . . . . 5.1-14 5.1.3.2.2.1 Entrainment. . . . . . . . . . . . . . . . . . . . . . . 5.1-14 5.1.3.2.2.2 Fish Impingement . . . . . . . . . . . . . . . . . . . . 5.1-26 5.1.3.2.2.3 Combined Entrainment and Impingement Loss Estimates . . . . . . . . . . . . . . . . . . . . . . . 5.1-27 5.1.3.2.3 Discharge System Effects . . . . . . . . . . . . . . . . . 5.1-28 5.1.3.2.3.1 Thermal Effects. . . . . . . . . . . . . . . . . . . . . 5.1-29 5.1.3.2.3.2 Chemical Effects . . . . . . . . . . . . . . . . . . . . 5.1-30 5.1.4 Effects of Heat Dissipation Facilities . . . . . . . . . . . . 5.1-52 5.1.4.1 Fogging and Icing. . . . . . . . . . . . . . . . . . . . . . 5.1-52 5.1.4.2 Cooling Tower Drift. . . . . . . . . . . . . . . . . . . . . 5.1-53 5.1.4.3 Visible Plume Length and Solar Radiation Reduction . . . . . 5.1-54 5.1.4.4 Humidity Enhancement . . . . . . . . . . . . . . . . . . . . 5.1-54 5.1.4.5 Rain, Snow, and Cloud Modification . . . . . . . . . . . . . 5.1-55 5.1.4.6 Impacts on Transportation and Agriculture. . . . . . . . . . 5.1-56 5.1.4.6.1 Transportation . . . . . . . . . . . . . . . . . . . . . . 5.1-56 5.1.4.6.2 Agriculture. . . . . . . . . . . . . . . . . . . . . . . . 5.1-56 5.1.5 References for Section 5.1 . . . . . . . . . . . . . . . . . . 5.1-56 5.2 RADIOLOGICAL IMPACT PROM ROUTINE OPERATION . . . . . . . . . . . 5.2-1 5.2.1 Exposure Pathways. . . . . . . . . . . . . . . . . . . . . 5.2-1 5.2.1.1 Exposure of Flora and Fauna. . . . . . . . . . . . . . . . . 5.2-1 5.2.1.1.1 Gaseous Pathways . . . . . . . . . . . . . . . . . . . . . 5.2-1 Amendment 3 ' 5-1 June 1979
~~}hk 5G5199~~
NYSE1G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Section Title Page Not 5.2.1.1.2 Liquid Pathways. . . . . . . . . . . . . . . . . . . . . . 5.2-1 5.2.1.1.3 Direct Radiation . . . . . . . . . . . . . . . . . . . . . 5.2-2 5.2.1.2 Exposure of Man. . . . . . . . . . . . . . . . . . . . . . . 5.2-2 5.2.1.2.1 Gaseous Pathways . . . . . . . . . . . . . . . . . . . . . 5.2-2 5.2.1.2.2 Liquid Pathways. . . . . . . . . . . . . . . . . . . . . . 5.2-3 5.2.1.2.3 Direct Exposure. . . . . . . . . . . . . . . . . . . . . . 5.2-4 5.2.2 Radioactivity in the Environment . . . . . . . . . . . . . . . 5.2-4 5.2.2.1 Surface Water Models . . . . . . . . . . . . . . . . . . . . 5.2-4 5.2.2.1.1 Transport Models . . . . . . . . . . . . . . . . . . . . . 5.2-4 5.2.2.1.2 Sediment Uptake Models . . . . . . . . . . . . . . . . . . 5.2-7 5.2.2.1.3 Water Use Modals . . . . . . . . . . . . . . . . . . . . . 5.2-7 5.2.2.1.4 Ground Water Models. . . . . . . . . . . . . . . . . . . . 5.2-8 5.2.2.1.5 Atmospheric Models . . . . . . . . . . . . . . . . . . . . 5.2-8 5.2.2.1.5.1 Objective. . . . . . . . . . . . . . . . . . . . . . . 5.2-8 5.2.2.1.5.2 Calculation Techniques . . . . . . . . . . . . . . . . . 5.2-8 5.2.2.2 Radionuclide Concentrations. . . . . . . . . . . . . . . . . 5.2-12 5.2.2.2.1 Liquid Effluents . . . . . . . . . . . . . . . . . . . . . 5.2-12 5.2.2.2.2 Gaseous Effluents. . . . . . . . . . . . . . . . . . . . . 5.2-13 5.2.3 Dose Rate Estimates for Biota Other than Man . . . . . . . . . 5.2-13 5.2.3.1 Doses through Gaseous Pathways . . . . . . . . . . . . . . . 5.2-14 5.2.3.2 Doses through Liquid Pathways. . . . . . . . . . . . . . . . 5.2-14 5.2.3.3 Direct Radiation Doses . . . . . . . . . . . . . . . . . . . 5.2-14 5.2.4 Dose Rate Estimates for Man. . . . . . . . . . . . . . . . . . 5.2-14 5.2.4.1 Liquid Pathways. . . . . . . . . . . . . . . . . . . . . . . 5.2-14 5.2.4.2 Gaseous Pathways . . . . . . . . . . . . . . . . . . . . . . 5.2-14 5.2.4.3 Direct Radiation from Facility . . . . . . . . . . . . . . . 5.2-15 5.2.4.4 Annual Population Doses. . . . . . . . . . . . . . . . . . . 5.2-15 5.2.4.4.1 Tifty-Mile Radius Population Doses . . . . . . . . . . . . 5.2-15 5.2.4.4.2 Contiguous U.S. Population Doses . . . . . . . . . . . . . 5.2-15 5.2.5 Summary of Annual Radiation Doses. . . . . . . . . . . . . . . 5.2-17 5.2.6 References for Section 5.2 . . . . . . . . . . . . . . . . . . 5.2-17 5.3 EFFECTS OF CHEMICAL AND BIOCIDE DISCHARGES . . . . . . . . . . 5.3-1 5.3.1 Water Quality Standards. . . . . . . . . . . . . . . . . . . . 5.3-1 5.3.2 Effects or Water Quality . . . . . . . . . . . . . . . . . . 5.3-1 5.4 EFFECTS O'.- SANITARY WASTE DISCHARGES . . . . . . . . . . . . . . 5.4-1 5.5 EFFECTF OF OPERATION AND MAINTENANCE OF THE TRANSMISSION SYSTEM . . . . . . . . . . . . . . . . . . . . . . 5.5-1 5.5.1 Transmission Line Right-of-Way Maintenance . . . . . . . . . . 5.5-1 5.5.2 Per mitted Multiple Uses of the Right-of-Way. . . . . . . . . . 5.5-2 5.5.3 Electrical Effects of Operation of the Proposed Transmission Facilities . . . . . . . . . . . . . . . . . . . 5.5-2 l Amendment 3 5-11
~~.gjgj) June 1979~~
NYSE8G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Section Title Page No. 5.5.3.1 Audible Noise. . . . . . . . . . . . . . . . . . ... . . . 5.5-2 5.5.3.2 Effects on communications. . . . . . . . . . . . . . . . . . 5.5-3 5.5.3.2.1 A.M. Radio Influence . . . . . . . . . . . . . ... . . . 5.5-3 5.5.3.2.2 F.M. Radio Influence . . . . . . . . . . . . . ... . . . 5.5-3 5.5.3.2.3 Television Influence . . . . . . . . . . . . . ..... . 5.5-3 5.5.3.3 Photochemical Oxidants . . . . . . . . . . . . . . . . . . 5.5-3 5.5.3.4 Electric Field Effects . . . . . . . . . . . . . . . . . . . 5.5-4 5.5.3.5 Magnetic Field Effects . . . . . . . . . . . . . . . . . . . 5.5-4 5.5.3.6 Biological Effects of Electric and Magnetic Fields . . . . . 5.5-5 5.5.4 Impacts of Transmission Operation and Maintenance on the Environment . . . . . . . . . . . . . . . . . . . . . . . 5.5-6 5.5.4.1 Effects on Physical Features . . . . . . . . . . . . . . . . 5.5-6 5.5.4.2 Effects on Biological Features . . . . . . . . . . . . . . . 5.5-7 5.5.4.3 Effects on Land Use Features . . . . . . . . . . . . . . . . 5.5-7 5.5.5 References for Section 5.5 . . . . . . . . . . . . . . . . . . 5.5-8 5.6 OTHER EFFECTS. . . . . . . . . . . . . . . . . . . . . . . . . . 5.6-1 5.6.1 Effect of Auxiliary Equipment and Cooling Tower Emissions . . . . . . . . . . . . . . . . . . . . . . . . . . 5.6-1 5.6.1.1 Sulfur Dioxide (S0 2) . . . . . . . . . . . . . . . . . . . . 5.6-1 5.6.1.2 Total Suspended Particulate (TSP). . . . . . . . . . . . . . 5.6-5 5.6.1.3 Nitrogen Dioxide (NO3) . . . . . . . . . . . . . . . . . . . 5.6-6 5.6.1.4 Settleable Particulates. . . . . . . . . . . . . . . . . . . 5.6-6 5.6.1.5 Air Quality Impacts on Buildings Greater than 50 Meters in Height . . . . . . . . . . . . . . . . . . . . 5.6-6 5.6.1.6 Impacts of Station Operation on Odors. . . . . . . . . . . . 5.6-7 5.6.1.7 Facility Impact on Micrometeorology. . . . . . . . . . . . . 5.6-7 5.6.2 Noise Impacts f rom Station oput. Lion and Maintenance . . . . . 5.6-7 5.6.2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . 5.6-7 5.6.2.2 Impacts from Operational and Maintenance Sources . . . . . . 5.6-8 5.6.2.2.1 Operation and Maintenance Noise Sources and Noise Control Measures. . . . . . . . . . . . . . . . . . . . . 5.6-8 5.6.2.2.1.1 Cooling Towers . . . . . . . . . . . . . . . . . . . . . 5.6-9 5.6.2.2.1.2 Iransformers . . . . . . . . . . . . . . . . . . . . . . 5.6-9 5.6.2.2.1.3 Fans . . . . . . . . . . . . . . . . . . . . . . . . . . 5.6-9 5.6.2.2.1.4 Noise Radiated from Buildings. . . . . . . . . . . . . . 5.6-10 5.6.2.2.1.5 Intermittent operational Sources . . . . . . . . . . . . 5.6-10 5.6.2.2.0 Intermittent Operational Sources . . . . . . . . . . . . . 5.6-10 5.6.2.2.3 Assessment of Noise Impacts from Station Operation and Maintenance . . . . . . . . . . . . . . . . . . . . . 5.6-11 5.6.2.2.3.1 Applicable Noise Regulations and Criteria. . . . . . . . 5.6-12 5.6.2.2.3.2 Hearina Impairment . . . . . . . . . . . . . . . . . . 5.6-14 5.6.2.2.3.3 Speech Interference. . . . . . . . . . . . . . . . . . . 5.6-15 5.6.2.2.3.4 Sleep Interference . . . . . . . . . . . . . . . . . . . 5.6-15 5.6.2.2.3.5 Activity Interference. . . . . . . . . . . . . . . . . . 5.6-16 Amendment 3 . 5-111 l1b ) June 1979 565j5ce.
NYSEtG ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Title Page No. Section 5.6.2.2.3.6 Community Response . . . . . . . . . . . . . . . . . . . 5.6-17 5.6.2.2.3.7 NYS/pSC Noise Impact Definition. . . . . . . . . . . . . 5.6-20 5.6.2.2.3.8 Effects of Noise on Wildlife . . . . . . . . . . . . . . 5.6-23 5.6.2.3 Impacts from Transportation. . . . . . . . . . . . . . . . . 5.6-23 5.6.2.3.1 Ambient Transportation . . . . . . . . . . . . . . . . . . 5.6-25 5.6.2.3.2 Operational Transportation . . . . . . . . . . . . . . . . 5.6-25 '5.6.2.3.3 Assessment of Noise Impacts frem Offsite Transportation. . . . . . . . . . . . . . . . . . . . . . 5.6-26 5.6.2.4 Assessment of Total Community Noise Impacts. . . . . . . . . 5.6-28 5.6.3 Ground Water . . . . . . . . . . . . . . . . . . . - . . . . . 5.6-28 5.6.4 Effects on Transportation. . . . . . . . . . . . . . . . . . . 5.6-29 5.6.5 Floods . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.6-29 5.6.5.1 Impacts of 50- and 100-Year Floods . . . . . . . . . . . . 5.6-29 5.6.5.2 public Costs of Upstream Flood Handling Facilities . . . . . 5.6-30 5.6.6 Consumptive Water Use. . . . . . . . . . . . . . . . . . . . . 5.6-30 5.6.7 References for Section 5.6 . . . . . . . . . . . . . . . . . 5.6-30 5.7 RESOURCES COMMITTED. . . . . . . . . . . . . . . . . . . . . . . 5.7-1 5.7.1 Land . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.7-1 5.7.2 Water. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.7-1 5.7.3 Material, Fuels, Chemicals and Other Resources Committed . . . . . . . . . . . . . . . . . . . . . . . . . . 5.7-2 3.8 DECCMMISSIONING AND DISMANTLING. . . . . . . . . . . . . . . . . 5.8-1 5.8.1 Mothballing. . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-1 5.8.1.1 Method 1 . . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-1 5.8.1.2 Method 2 . . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-2 5.8.1.3 Method 3 . . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-2 5.8.2 Entombment . . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-2 5.8.3 Dismantling. . . . . . . . . . . . . . . . . . . . . . . . . . 5.8-3 5.8.4 Comeination Mode . . . . . . . . . . . . . . . . . . . . . . . 5.8-3 5.8.5 Site condition After Decommissioning . . . . . . . . . . . . . 5.8-3 5.8.6 References for Section 5.8 . . . . . . . . . . . . . . . . . . 5.8-4 O
~~\ June 1979 Amendment 3 5-iv 5651%~~
NYSE8G ER NEW HAVEN-NUCLEAR 375,000 fish (87.5 percent of the total). Rainbow smelt comprised an additional 26,000 fish (6 percent), threespine stickleback 15,000 (3.6 percent), and gizzard shad about 4,200 fish (1 percent). Remaining species combined comprised about 1.9 percent of the total. Highest estimated impingement will occur in April and May when alewives and rainbow smelt were inshore to spawn. A secondary peak comprised of young-of-the-year alewife and rainbow smelt will occur during the winter. 5.1.3.2.2.3 Combined Entrainment and Impingement Loss Estimates Equivalent adult losses, (based on estimates of entrainment) were added to impingement estimates to account for all impacts of the intake even though the impact of entrainment was shown to be negligible. At this point in the evaluation, it was necessary to divide Morone spp. larvae between white perch and white bass. Because 90 percent of the adult Morone spp. collected in Mexico Bay during 1977 (Section 2.2.2.1.6) were white porch, all equivalent adults were added to white perch. Some may have been white bass. The total estimated losses of fish equalled approximately 820,000 fish (390,000 equivalent adults and 430,000 impinged fish, Table 5.1-22). Alevives comprised 92 percent of the total, rainbow smelt 4 percent, and threespine stickleback 2 percent. All three numerically important species are forage fish in Lake Ontario; rainbow smelt hcve sport and commercial value as well. Other species having sport or commercial value included white bass, white perch, yellow perch, and lake herring. Highly prized sport fish such as trout, salmon, valleye, smallmouth bass, and brown bullhead, will not have been entrained or impinged because no larvae of these species were collected or less than one fish of these species per month were estimated to be impinged. The total number of fishes per species was multiplied by the mean weight of fish collected in the Mexico Bay study area during the year (Table 5.1-23). The mean weight of rainbow smelt collected during April and May 1977 was used because many young-of-the-year were collected later in the year, which resulted in a mean weight for the year of only 4.5 g. Weight of impinged burbot was used because few adults were collected. When possible, the total weight of fish loss was compared with lakevide biomass estimates'865 and combined New York and Canadian preliminary commercial landings for 1977857,5*> . The total weight of alewife lost equalled about 0.04 percent of the Lake Ontario biomass estimate. The total weight of rainbow smelt lost equalled about 0.006 percent of the bicmass estimate. These percentages were l relatively high since every effort was made to keep impingement and entrainment estimates conservative (vorst case) and the lakewide biomass estimates were stated by Schneider**b> to be conservatively low. The impact of impingement and entrainment on the two most numerically important species is therefore expected to be negligible. 1<6 b Amendment 3 5.1-27 NNM June 1979
NYSEtG ER NEW HAVEN-NUCLEAR Commercial landings were representative of the fish harvest rather than actual O fish population numbers. Impinged fish and equivalent adults ranged from 0.03 percent of the yellow perch landings to about 5 percent of the rainbow smelt landings. No significant impact of commercially important species is expected. In summary, the impact of intake operation on the major forage, commercial, and sport species will be negligible. The alevife vill be the dominant species impinged and entrained by a large margin. It is also the dominant forage species in Lake Ontario and intake impact vill affect a very small percentage of the population. The remaining species affected are primarily additional forage species in the lake. They are all of secondary importance to alevives and smelt as forage species. In the absence of standing stock estimates, little can be said about impact on populations of the species. A significant impact is unlikely in the loss of 259 emerald shiners to 15,453 threespine sticklebacks. The stickleback is the only one of these species estimated impinged in numbers greater than 1 percent of the estimated total. It is abundant near the shore at Fitzpatrick Station ( 5 and the population appears to be increasing '"o' indicating no adverse effects of impingement at Fit:Fatrick. Impact at the proposed station vill be about an order of magnitude less because the volume of water required is smaller. It was therefore concluded that impact on the numerically dominant species impinged and entrained, and on the major forage, sport and commercial species, vill be negligible. 5.1.3.2.3 Discharne SYste9 Effects The proposed plant discharge system, including structures, equipment, flows, and temperatures, is described in Section 3.4.4 Section 5.1.2 describes the physical characteristics of the plume. Under worst case conditions, which occur at a frequency of about 1 hr/10 yr, blowdown is expected to be diluted 10 times in 6 see and will encompass a volume of only 34.8 cu m. Under worst case heat dissipation conditions, within 16 sec, the discharge AT near the surface vill be only 1.6 C with a volume of 122 cu m. The location for the proposed plant discharge diffuser is at the 26-ft depth contour of Mexico Bay in the center of the study area (Transect III, l Figure 2.2-16), approximately 200-ft shoreward from the intake structure. The selected location was determined to be biologically acceptable based on findings of ecological studies conducted during 1977 (See Section 2.2.2). Rationale presented in Section 5.1.3.7.1 under Intake placement are generally applicable for selectica of the location for the diffuser. Because the diffuser vill be located away from the most biologically productive areas (10 and 20-ft depth contours and the vestern portion of the study area), no significant adverse effects are expected (see details in the following sections). bb a- O Amendment 3 5.1-28 June 1979
NYSESG Fl< NEW HAVEN-NUCLEAR TABLE 5.1-23 ESTIMATED BIOMASS OF EQUIVALENT ADULT LOSSES AND COMPARISON WITH LAKE ONTAPIO BIOMASS AND COMMERCIAL PRODUCTION ESTIMATES
~~. Mean Weight Combined New York Impirged &~~
r , , Equivalent per Adult Lake Ontario Impinged and and Ontario Entrained Adult and Biomass Entrained Commercial Catch Weight + Impingement Fish Collecteg in Study Area Total weight Adults Estimatesc Weight + (Pounds) Comercial Speciesa Total Number (Grams) Kjlocrams Pounds (Kilograms) Lake Biomass 107 d Catch 757,551 23,711 52,165 56.4 x 106 0.000420 e - Alewife 31.3 Rainbow smelt 31,236 32.5 1,015 2,233 16.0 x 106 0.000063 63,000 0.0354 Threespine stickle- 15,458 2.4 37 82 - - - - back Gizzard shad 4,190 553.7 2,320 5,104 - - - - White bass 2,296 130.1 299 657 - - 12,000 0.0548 Tessellated darter 2,235 2.4 5 12 - - - - White perch 2,049 127.7 262 c ~t A - - 356,000 0.0016 Spottail shiner 1,750 10.0 18 39 - - - - Trout perch 1,057 14.4 15 33 - - - - g S Mottled sculpin 1,008 Q.3, 10.3 10 23 - - - - @ .;f ) , Yellow perch 60 7. {y 6.4 76 167 - - 631,000 0.0003 d Emerald shiner 259 ' 7.0 2 4 - - - - Y Rock bass 26 171.9 39 85 - - 11,520f 0.0074 7 ) A 10,000 0.0011 Lake herring - 24 ' f 200.0 5 11 - - Burbot 1 781.49 0.8 2 - - - - f 7 22 ( ts T N g._ Amendment 3 s 1 of 2 June 1979
NYSESG ER NEW HAVEN-NUCLEAR TALLE 5.1-23 (Cont) inTES:
a. Species listed in order of abundance.

b. Adult fish collected by all sampling methods, April-December except rainbow smelt collected with gill net, April-July; gizzard shad and yellow perch collected with gill net and trawl, April-December: white bass and trout perch collected with trawl, April-December; mottled sculpin and emerald shiner collected with trawl, April-December; lake herring esti-mated from Carlander, 1969.

c. Schneider, 1978.

d. Bouton, 1973.

e. No data.

f. U.S. waters only.

g. Mean weight of fish impinged at FitzPatrick, 1977.
~~(tl Co, til~~
>V 03 C1 Amendment 3 2 of 2 June 1979 9 O O
NYSE8G ER NEW HAVEN-NUCLEAR 5.2.5 Summary of Annual Radiation Doses The calculated annual radiation doses to the maximum individual from liquid and gaseous pathways are presented in Tables 5.2-16 through 5.2-24. As can be seen from these tables and Table 5.2-25, the calculated annual radiation doses are below the design objectives of 10CFR50 Appendix I for the site. The maximum calculated dose was 4.2E+00 mrem / year to an infant thyroid. It represents an infant who resides at a location of 0.5 mi or 805 m south of the facility who obtains all of his or her milk from a goat located 0.8 mi 1,290 m north-northwest (maximum farm location) of the facility. All other calculated doses from gaseous releases to the maximum individual assume a residence and vegetable garden at 805 m south and a farm (for milk and meat) at a location 1,290 m north-northwest. For the liquid releases, it was assumed the maximum individual obtains drinking water from the closest public water supply which is Oswego, located 11 m west or 17.7 km from the facility. The maximum individual was assumed to consume fish, invertebrates, and ducks cat'sht at the edge of the initial mixing zone. This location was also used in calculating doses from swimming and boating. Food products assumed to be irrigated were irrigated with water taken from the clcsest accessible shoreline. The calculated doses from shoreline recreation also were performed at this location. The calculated dose to the maximum individual from liquid pathways was 4.0 mrem / year to an infant thyroid. This dose was primarily a result of the consumption of goats milk. It was assumed the goat grazed on irrigated pasture for 6 month's of the year. The calculated annual doses for the population residing within a 50-mi radius of the site are presented in Table 5.2-25. For the liquid effluents, the calculated whole body and thyroid doses are 7.3E+00 and 9.5E+00 manrem/ year, l respectively. The calculated doses from gaseous pathways are 1.lE+00 manrem/ year whole body and 1.9E+00 manrem/ year thyroid. These doses were calculated for a projected population in the year 2010 of 1.2E+06 people within 50 mi of the site. The milk, meat, and vegetation 50-mi radius crop yield as well as the 50-mi radius sport and commercial fish harvest are presented in Appendix 5.2A. 5.2.6 References for Section 5.2
1. Environmental Analysts, Incorporated. Standard Methodology for Calculating Radiation Dose to Lower Form of Biota. Prepared for the Atomic Industrial Forum and the National Environmental Studies Project, AIT/NESP-006, February 1975, p 33.

2. Brooks, N.H. Diffusion of Sewage Effluent in an Ocean-Current. In:
~~Proceedings of the First International Conference on Waste Disposal in the Marine Environment, Oxford, Pergamon Press, 1960.~~
~~3. Murthy, C.R. Horizontal Diffusion Characteristics in Lake Ontario.~~
Journal of Physical Oceanography, Vol 6, 1976, p 76-84 I. Amendment 3 5.2-17 June 1979 fgO( U O L, .m .
NYSE8G ER NEW HAVEN-NUCLEAR 4 Rechester Gas and Electric Corporation. Sterling Power Project: Nuclear Unit No. 1, Environmental Report; Construction Permit Stage, Appendix 2A, Rochester, NY, 1974. O
~~5.2-18 .-~~
565Av u
NYSEt0 ER NEW HAVEN-NUCLEAR TABLE 5.2-25 CALCULATED ANNUAL DOSES E.QE POPULATION WITHIN 50-MILE RADIUS Population Manrem Uhole Body Thyroid Liould Effluents Ingestion of potaole water 1.8E+00 7.0E+00 l Ingestion of fish 5.4E+00 2.4E+00 Shoreline recreation 1.2E-01 1.2E-01 Swimming 6.2E-05 6.2E-05 Boating 8.6E-04 8.6E-04 TOTAL 7.3E+00 9.5E+00 l Caseous Effluents Submersion 2.0E-02 2.0E-02 Inhalation 1.7E-01 3.2E-01 Standing on contaminated ground 6.4E-01 6.4E-01 Ingestion or fruits, grains, & vegetation 9.5E-02 3.6E-01 Ingestion of cow milk 1.3E-01 5.0E-01 Ingestion of meat 9.7E-03 1.1E-02 TOTAL 1.lE+00 1.9E+00
~~\F\~~
5GEng Amendment 3 1 of 1 June 1979
NYSERG ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS CHAPTER 6 EFFLUENT AND ENVIRONMENTAL MEASUREMENTS AND MONITORING PROGRAMS Section Title Pane No. 6.1 NYSE8G'S PREOPERATIONAL ENVIRONMENTAL PROGRAMS ........ 6.1-1 6.1.1 Surface Waters . . . . . . . . . . . . . . ......... 6.1-1 6.1.1.1 Physical and Chemical Parameters . . . . ......... 6.1-1 6.1.1.1.1 Physical Parameters. . . . . . . . . . ......... 6.1-1 6.1.1.1.2 Water Quality. . . . . . . . . . . . . ......... 6.1-4 6.1.1.1.2.1 Sampling Locations . . . . . . . . . ......... 6.1-5 6.1.1.1.2.2 Sampling Frequency and Parameters Monitored. ..... 6.1-6 6.1.1.1.2.3 Field Procedures . . . . . . . . . . ......... 6.1-7 6.1.1.1.2.4 Winter Sampling Program. . . . . . . ......... 6.1-8 6.1.1.1.2.5 Laboratory Procedures. . . . . . . . ......... 6.1-8a 6.1.1.1.2.6 Data Reduction . . . . . . . . . . . ......... 6.1-9 6.1.1.1.3 Sediments. . . . . . . . . . . . . . . ......... 6.1-10 6.1.1.1.3.1 Sampling Locations . . . . . . . . . ......... 6.1-10 6.1.1.1.3.2 Field Procedures . . . . . . . . . . ......... 6.1-11 6.1.1.1.3.3 Laboratory Methods . . . . . . . . . ......... 6.1-11 6.1.1.2 Aquatic Ecology. . . . . . . . . . . . . ......... 6.1-11 6.1.1.2.1 Project Overviev . . . . . . . . . . . ......... 6.1-11 6.1.1.2.1.1 Sampling Locations . . . . . . . . . ......... 6.1-12 6.1.1.2.1.2 Sampling Frequency . . . . . . . . . ......... 6.1-13 6.1.1.2.1.3 Sampling Location Fixation . . . . . ......... 6.1-13 6.1.1.2.1.4 Staff Qualifications . . . . . . . . ......... 6.1-14 6.1.1.7.2 Literature Survey. . . . . . . . . . . ......... 6.1-14 6.1.1.2.3 Phytoplankton. . . . . . . . . . . . . ......... 6.1-14 6.1.1.2.3.1 Sampling Locations . . . . . . . . . ......... 6.1-14 6.1.1.2.3.2 Field Procedures . . . . . . . . . . ......... 6.1-15 6.1.1.2.3.3 Laboratory Procedures. . . . . . . . ......... 6.1-15 6.1.1.2.3.4 Data Reduction . . . . . . . . . . . ......... 6.1-17 6.l.1.2.4 Zooplankton. . . . . . . . . . . . . . ......... 6.1-24 6.1.1.2.4.1 Sampling Locations . . . . . . . . . ......... 6.1-24 6.1.1.2.4.2 Field Procedures . . . . . . . . . . ......... 6.1-24 6.1.1.2.4.3 Laboratory Procedures. . . . . . . . ......... 6.1-25 6.1.1.2.4.4 Data Reduction . . . . . . . . . . . ......... 6.1-27 6.1.1.2.5 Periphyton . . . . . . . . . . . . . . ......... 6.1-28 6.1.1.2.5.1 Sampling Locations . . . . . . . . . ......... 6.1-29 6.1.1.2.5.2 Field Procedures . . . . . . . . . . ......... 6.1-29 6.1.1.2.5.3 Laboratory Procedures. . . . . . . . ......... 6.1-30 6.1.1.2.5.4 Data Reduction . . . . . . . . . . . ......... 6.1-32 6.1.1.2.6 Aquatic Macrophytes. . . . . . . . . . ......... 6.1-34 6.1.1.2.6.1 Sampling Locations . . . . . . . . . ......... 6.1-34 6.1.1.2.6.2 Field Procedures . . . . . . . . . . ......... 6.1-34 4' r . Amendment 3 6-1 0 {g{rgj\gggr g June 1979
NYSE1G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Section Title Pace No. 6.1.1.2.6.3 Laboratory Procedures. . . . . . . . . . ....... 6.1-35 6.1.1.2.6.4 Data Reduction . . . . ... . . . . . . ....... 6.1-35 6.1.1.2.7 Macroinvertebrates . . . . . . . . . . . . ....... 6.1-36 6.1.1.2.7.1 Sampling Locations . . . . . . . . . . . ....... 6.1-36 6.1.1.2.7.2 Tield Procedures . . . . . . . . . . . . ....... 6.1-36 6.1.1.2.7.3 Laboratory Procedures. .. . . . . . . . ....... 6.1-37 6.1.1.2.7.4 Data Reduction . . . . . . . . . . . . . ....... 6.1-39 6.1.1.2.8 Adult and Juvenile Fish. . .. . . . . . . ....... 6.1-40 6.1.1.2.8.1 Sampling Locations . . . . . . . . . . . ....... 6.1-40 6.1.1.2.8.2 Tield Procedures . . . . .. . . . . . . ....... 6.1-41 6.1.1.2.8.3 Tish Handling Procedures .. . . . . . . ....... 6.1-43 6.1.1.2.8.4 Laboratory Procedures. .. . . . . . . . ....... 6.1-44 6.1.1.2.8.5 Data Reduction . . . . . . . . . . . . . ....... 6.1-45 6.1.1.2.9 Ichthyoplankton. . . . . . .. . . . . . . ....... 6.1-46 6.1.1.2.9.1 Sampling Locations . . . .. . . . . . . ....... 6.1-46 6.1.1.2.9.2 Field Procedures . . . . .. . . . . . . ....... 6.1-46 6.1.1.2.9.3 Laboratory Procedures. . .. . . . . . . ....... 6.1-47 6.1.1.2.9.4 Data Reduction . . . . . . . . . . . . . ....... 6.1-47 6.1.1.3 Other Related Field Studies. . . . . . . . . ....... 6.1-48 6.1.1.3.1 3ampling Locations . . . . . . . . . . . . ....... 6.1-48 6.1.1.3.2 Tield Procedures . . . . . . . . . . . . . ....... 6.1-49 6.1.1.3.3 Laboratory Procedures. . . . . . . . . . . ....... 6.1-50 6.1.2 Ground Water . . . . . . . . . . . . . . . . . ....... 6.1-50 6.1.2.1 Physical and Cnemical and Parameters . . . . ....... 6.1-50 6.1.2.1.1 Physical Parameters. . . . .. . . . . . . ....... 6.1-50 6.1.2.1.2 Chemical Parameters. . . . . . . . . . . . ....... 6.1-51 6.1.2.1.2.1 Sampling Locations . . . . . . . . . . . ....... 6.1-51 6.1.2.1.2.2 rield Procedures . . . ... . . . . . . ....... 6.1-51 6.1.2.1.2.3 Laboratory Procedures. . . . . . . . . . ....... 6.1-52 6.1.2.2 Models . . . . . . . . . . . .. . . . . . . ....... 6.1-52 6.1.3 Air. . . . . . . . . . . . . .. . . . . . . . ....... 6.1-53 6.1.3.1 Description of Data Acquisition Program. . . ....... 6.1-55 6.1.3.1.1 Meteorology Monitoring Station LocatiJns . ....... 6.1-55 6.1.3.1.2 Instrumentation. . . . . . .. . . . . . . ....... 6.1-57 6.1.3.1.3 Data Recording System. . . . . . . . . . . ....... 6.1-57 6.1.3.1.4 Maintenance and Surveillance . . . . . . . ....... 6.1-57 6.1.3.1.5 Calibration. . . . . . . . . . . . . . . . ....... 6.1-58 6.1.3.1.6 Data Reduction . . . . . . . . . . . . . . ....... 6.1-53a 6.1.3.1.7 Error Analysis . . . . . . . . . . . . . . ....... 6.1-58a 6.1.3.2 Models . . . . . . . . . . . . . . . . . . . ....... 6.1-58b 6.1.3.2.1 Description of Meteorological Models . . . ....... 6.1-58b 6.1.3.2.2 Air Quality. . . . . . . . . . . . . . . . ....... 6.1-58b 6.1.3.2.3 Description of the Model Used to Predict Cooling Tower Impacts. . . . . . . . . .. . . . . . . . ....... 6.1-58b 6.1.4 Land . . . . . . . . . . . . . .. . . . . . . ....... 6.1-78 6.1.4.1 Geology and soils. . . . . .. . . . . . . . ....... 6.1-78 Amendment 3 6-11 f June 1979 [5k5r-g~~ 0
NYSE8G ER NEW HAVEN-HUCLEAR TABLE OF CONTENTS (Cont'd) Section Title Pace No. 6.1.4.2 Land Use and Demographic and Socioeconomic Surveys . . . . 6.1-79 6.1.4.2.1 Demographic Data . . . . . . . ............. 6.1-79 6.1.4.2.2 Land Use Methodology . . . . . ............. 6.1-81 6.1.4.2.3 Am . ultural Production. . . . ..... . . . . . . . . 6.1-82 6.1.4.2.4 Wo.kforce Inmigration Methodology. . . . . . . . . . . . 6.1-82 6.1.4.2.5 Regional Economic Impact Model . . . . . . . , . . . . . 6.1-86 6.1.4.2.6 Highway Capacity . . . . . . . .. . . . . . . . . . . . 6.1-93 6.1.4.2.7 Projection of Property Tax Liabilities . . . . . . . . . 6.1-94 6.1.4.2.8 Archaeological Resources Methodology . . . . . . . . . . 6.1-96 6.1.4.2.9 Methodology for the Development of the Station / Visible Plume Superimpositions for Use in the Aesthetics Analysis 6.1-97 6.1.4.3 Terrestrial Ecological Parameters. . . . . . . . . . . . . 6.1-98 6.1.4.3.1 Plora. . . . . . . . . . . . . .... . . . . . . . . 6.1-100 6.1.4.3.1.1 Characterization and Description of Vegetative Cover Types. . . . . . . . . . . . .. . . . . . . . . . . . 6.1-101 6.1.4.3.1.2 Characterization and Description of Adjacent Offsite Vegetative Cover Types . . . .. . . . . . . . . . . . 6.1-104 6.1.4.3.1.3 Dominant-Subdominant Species Stocking. . . . . . . . . 6.1-106 6.1.4.3.1.4 Determination of Crown Density . . . . . . . . . . . . 6.1-107 6.1.4.3.1.5 Determination of the Magnitude of Definable Preexisting Environmental Stress on Vegetation . . . . . . . . . . 6.1-108 6.1.4.3.2 Fauna. . . . . . . . . . . . . .. . . . . . . . . . . . 6.1-110 6.1.4.3.2.1 Bird Inventory . . . . . . . .. . . . . . . . . . . . 6.1-111 6.1.4.3.2.2 Mammal Inventory . . . . . . ..... . . . . . . . . 6.1-116 6.1.4.3.2.3 Reptile and Amphibian Inventory. . . . . . . . . . . . 6.1-121 6.t.4.3.2.4 Invertebrate Inventory . . . ............. 6.1-122 6.1.4.3.2.5 Hunter Survey. . . . . . . . ............ . 6.1-125 6.1.4.3.3 Protected, Endangered or Threatened Species. . . . . . . 6.1-126 6.1.4.3.4 Site Productivity. . . . . . . ........ . . . . . 6.1-127 6.1.4.3.5 Personnel. . . . . . . . . . . ......... . . . . 6.1-128 6.1.4.3.6 Field Survey Schedule. . . . . ........... . . 6.1-128 6.1.5 Radiological Monitoring. . . . . . .. . . . . . . . . . . . 6.1-128 6.1.5.1 Sampling Locations . . . .. . . .......... . . . 6.1-129 6.1.5.2 Sampling Techniques and Frequencies of Collection. . . . . 6.1-130 6.1.5.3 Analytical Procedures and Sample Treatment . . . . . . . . 6.1-130 6.1.6 Ambient Sound Level Data Collection Program. . . . . . . . . 6.1-131 6.1.6.1 Measurement Locatione. . . . . . ..... . . . . . . . . 6.1-131 6.1.6.2 Data Collection Methodols ey. . . ......... . . . . 6.1-132 6.1.6.3 Instrumentation and Calibration. . . . . . . . . . . . . . 6.1-135 6.1.6.4 Personnel Responsible for Surveys. . . . . . . . . . . . . 6.1-135 6.1.7 References for Section 6.1 . . . . ........ . . . . . 6.1-135 6.2 NYSE8G'S PROPOSED OPERATIONAL MONITORING PROGRAMS. . . . . . . 6.2-1 6.2.1 Nonradiological Surveillance . . . ..... . . . . . . . . 6.2-1 6.2.1.1 Aquatic $6rveillance - Abiotic . ..... . . . . . . . . 6.2-1 Amendment 3 6-111 C((k June 1979 r:c e (20 0 v es
NYSE8G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Page No. Section Title 6.2.1.1.1 Chemical Discharges. . . . . . . . . . . . . . . . . . 6.2-1 6.2.1.1.2 Thermal Measurements . . . . . . . . . . . . ...... 6.2-1 6.2.1.1.3 Erosion and Sedimentation. . . . . . . . . . ...... 6.2-1 6.2.1.1.4 Ground Water . . . . . . . . . . . . . . . . ...... 6.2-2 6.2.1.2 Aquatic - Biotic . . . . . . . . . . . . . . . ...... 6.2-2 6.2.1.3 Terrestrial - Abiotic. . . . . . . . . . . . . ...... 6.2-3 6.2.1.3.1 Soil Chemistry . . . . . . . . . . . . . . . ...... 6.2-3 6.2.1.3.2 Other Elements . . . . . . . . . . . . . . . ...... 6.2-3 6.2.1.4 Terrestrial - Biotic . . . . . . . . . . . . . ...... 6.2-3 6.2.1.4.1 Vegetation . . . . . . . . . . . . . . . . . ...... 6.2-3 6.2.1.4.2 Wildlife . . . . . . . . . . . . . . . . . . ...... 6.2-3 6.2.1.5 Meteorology, Auxiliary Boiler Emissions, and Tuol Monitoring . . . . . . . . . . . . . . . . . ...... 6.2-3 6.2.l.5.1 Meteorology. . . . . . . . . . . . . . . . . ...... 6.2-3 6.2.1.5.2 Auxiliary Boiler Emissions Monitoring. . . . ...... 6.2-4 6.2.1.5.3 Tuel Monitoring. Testing, and Reporting. . . ...... 6.2-4 6.2.2 Environmental Radiological Monitoring. . . . .. ...... 6.2-4 6.3 RELATED ENVIRONMENTAL MEASUREMENT AND MONITORING PROGRAMS. .. 6.3-1 6.3.1 Land Use . . . . . . . . . . . . . . . . . . . . ...... 6.3.2 Geology and Seismology . . . . . . . . . . . . . ...... 6.3-1 6.3-1 lh 6.3.3 Hydrology. . . . . . . . . . . . . . . . . .. . ...... 6.3-3 6.3.4 Meteorology. . . . . . . . . . . . . . . . . . . ...... 6.3-6 6.3.5 Ecology. . . . . . . . . . . . . . . . . . . . . ...... 6.3-6 6.3.5.1 Terrestrial Ecology. . . . . . . . . . . . . . .... . 6. 3- 5 6.3.5.2 Aquatic. . . . . . . . . . . . . . . . . . . . .... . 6.3-8 6.3.6 References for Section 6.3 . . . . . . . . . . . ...... 6.3-8 6.4 PREOPERATIONAL ENVIRONMENTAL RADIOLOGICAL MONITORING DATA. .. 6.4-1
\
Amendment 3 6-17 565 W June 1979
NYSEEG ER NEW HAVEN-MUCLEAR 6.2 NYSE4G'S PROPOSED OPERATIONAL MONITORING PROGRAMS 6.2.1 NonradioloRical Surveillance 6.2.1.1 Aquatic-Abiotic 6.2.1.1.1 Chemical Discharnes preoperational The water quality monitoring program described in Section 6.1.1.1.2 was designed to document overall background concentrations of water quality parameters in the aquatic environment of the site area. These data vill be supplemented by data generated during a 1 year preoperational study to be conducted approximately 2 years prior to the startup of Unit 1. It is anticipated that the area of both the intake and discharge structures will be monitorad. The study will be designed to document any significant changes in ambient conditions of important water quality parameters that may have occurred since the baseline study. Water quality parameters to be studied will be those that are of major importance to aquatic ecology for parameters to be monitored, sampling locations and frequencies (Section 6.2.1.2). Operational Table 6.2-1 provides applicable water quality standards and effluent limitations. Due to the anticipated minor water quality impact of the proposed facility, it is expected that operational effluent sampling will primarily involve in-plant monitoring, in addition to water quality sampling conducted in conjunction with the operational aquatic ecology sampling efforts. The final design of the operational water monitoring program will be delineated in the Environmental Report - Operating License Stage. 6.2.1.1.2 Thermal Measurements A thermal survey of the discharge plume is expected to be performed during the station's operational stage. The data obtained from this survey would be examined to ensure compliance with the :hermal criteria for New York State (Section 3.1.1). The scopt of this progrr. will be defined in the operating License stage of the Environmental .'57 ~ c.. In conjunction with the preoperational water quality monitoring program described in Section 6.2.1.1.1, ambient tamperature conditions are expected to be monitored in the area of the discharge structure. As is the case with the preoperational water quality monitoring progran, the thermal monitoring would be a 1 year study conducted approximately 2 years prior to the startup of Unit 1. 6.2.1.1.3 Erosion and Sedimentation The facility is located approximately 2 mi from the shore of Lake Ontario; no permanent structures will be located along the shoreline. Erosion and 4 Amendment 3 6.2-1 k P June 1979 565%4-
NYSE8G ER NEW HAVEN-NUCLEAR sedimentation are not expected, and consequently, monitoring along the shore O is not proposed. 6.2.1.1.4 Ground Water Site ground water conditions and the preoperational ground water monitoring program are described in detail in Sections 2.4.2 and 6.1.2.1, respectively. The para eters used to modo] the physical ground water regime are also presented in Section 2.4.2.1, Oper4tional ground water conditions are not expected to differ significantly from preoperational conditions. Ground water conditions enectatered during the construction stage will be documented and compared with original preoperational input. If differences exist, the impact on operational conditions will be evaluated and discussed in the Environmental Report - Operating License Stage. The equipment for monitoring ground Fate- conditions during operation will be a portion of that used for the preoperaticaal program. Several existing observation wells will be maintained and monitored during the construction stage. If necessary, additional wetis will be installed to assure that adequate water level monitoring locations exist between the site and the nearest down gradient users and/or surface water source. The operational ground water monitoring program will be described in detail in the Environmental Report - Operating License St&ge. Sections 6.1.5 and 6.2.2 discuss the operatienal nonitoring of ground water for radionuclides. 6.2.1.2 Aouatic Biota A preoperational monitoring prograS Wili ccamence approximately two years prior to startup of Unit 1. A map showing proposed sampling locations for the preoperational monitoring program is provided in Figure 6.1-6. The sampling locations will te on Transects I, III, and V of the baseline aquatic ecology study at the 10, 20, 30, and 40 ft depth contours, plus five shoreline locations. Table 6.2-2 provides the parameters to be collected, method of collection, sampling frequency, number of replicates, and the sampling locations and depths. Field laboratory and data analysis procedures sill bethe same as those used in the baseline aquatic ecology study. The water quality profiles for temperature, dissolved oxygen, and pH will follow the field procedures described in Section 6.1.1.1.2.3. Bottom gill net, bottom trawl, and seine gear descriptions and field procedures are presented in Section 6.1.1.2.8.2. Drift macrainvertebrate and ichthyoplankton will utulize the gear and field sampling procedures described in Section 6.1.1.2.9.2. Sample analyses procedures for drift macroinvertebrates, fish, and ichthyoplankton are presented in Sections 6.1.1.2.7.3, 6.1.1.2.8.3, and 6.1.1.2.9.3. respectively. However, no fish scale or stomach samples will be enllected or analyzed. Descriptions of data analyses have been provided for macroinvertebrates in Section 6.1.1.2.7.4, for fish in Section 6.1.1.2.8.5 and for ichthyoplankton in Section 6.1.1.2.9.4. Approximately one yaar prior to initiation of the preoperational study, the program will be reevaluated and - final details and modifications deemed necessary at that time will be proposed Amendment 1 6.2-2 5651-95 March 1979
NYSE8G LR NEW HAVEN-NUCLEAR 7.3 OTHER ACCIDENTS Oils, chemicals, and other materials are stored onsite in various areas. The accidental release of these to the environment could cause adverse effects. An evaluation of the effects of accidents which could cause such releases are included below. The probability of accidental releases from any source is minimi:ed by design of the storage and handling facilities, operator surveillance, and the attendance of personnel during operation. Table 7.3-1 shows the expected storage facilities for oils and hazardous chemicals at the station. Sections 3.6.3 and 3.6.4 describe the locations of storage facilities for oils and harardous chemicals at the station, and details of their containment drainage. The use of multiple storage tanks, building sumps, diked areas, and retention basins reduces the risks to the environment associated with storage of potentially hazardous materials. 7.3.1 011 and Gasoline Scills 011 vill be used in various equipment and stored in tanks both inside and outside the station buildings (Table 7.3-1). The storage tanks are located in diked areas constructed of concrete designed to contain the volume of the single largest tank in addition to the runoff resulting from the one in 10 yr, 24-hr storm, described in 3eccion 3.6.4 The area is designed to prevent the release of stored materials to the surrounding surface water or ground water due to leakage, spillage, or ruptures of tanks. Oil spilled or leaked inside buildings flows to appropriate sumps. Drainage is discharged following oil / vater separation as required to ecmply with -0CTR423. Totential spills or leakage from the auxiliary boiler fuel oil tank are contained within a diked area. Spills are recovered from the diked area and reclaimed or disposed of offsite by contractors :.icensed by the State of New York. Treated runoff from this area is discharged in compliance with *he limitations of 40CTR423. A 5,000-gal underground gasoline tank dispenses fuel to station vehicles during station operations using conventional service station pumps. Tuel unloading operations are attended by an operator who, in tre event of a spill, initiates corrective actions. Surface spills during vahicle fuel operations are contained at the point of spillage and manually cleaned up. Underground spills effect a small area and are cleaned up manually. Station and switchyard transformers are insulated and cooled by oil . Transformers are enclosed by dikes large enough to contain all the oil in the largest transformer in the diked area in addition to the runoff resulting from the once in 10-yr, 24-hr storm (Table 7.3-1). In the event of a spill, the
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Amendment 3 7.3-1 dk) June 1979 565uo
NYSERG ER NEW HAVEN-NUCLEAR oil is reclaimed or disposed of offsite by a contractor licensed by the state of New York. All oil unloading operations are attended by an operator who, in the event of a spill, initiates oil containment, recovery, or cleanup operations. 7.3.2 Che-ical Spills Diked areas constructed of impermeable material and/or station buildings wi11 contain a spill if the chemicals stored in tanks onsite, both inside and outside the plant buildings, are released from their storage tanks (Table 7.3-1). Indoor storage is provided for sodium hydroxide, which is used for regeneration of demineralizer resins and in the containment spray system. Indoor storage is also provided for other chemicals such as ammonia and hydrazine, which are used for steam generator water treatment. Concrete in the vicinity of these tanks is covered by a corrocion resistant finish to prevent deterioration. Outside storage is provided for sodium hypochlorite and for sulfuric acid. Chemicals spilled inside the plant buildings flow to sumps where they are retained until pumped either to appropriate containers for disposal or to treatment facilities prior to discharge to ensure that no harmful substance is released to surface watercourses. Chemicals spilled outside the station buildings are contained within diked areas and are recovered or cleaned up manually. Chemical unloading operations are attended by an operator who initiates chemical containment, recovery, or cleanup operations in the event of a spill outside of the diked area. t e Amendment 3 7.3-2 SMW ,une 1979
NYSE80 ER NEW HAVEN-NUCLEAR TABLE 7.3-1 EXPECTED STORAGE OF MAZARDOUS MATEFIALS Total Number of Size Storage Material Tanks (gal) (cal) Expected Containment Fuel oil Diesel generator 4 105,000 420,000 Below ground in concrete
- vault and adjacent to diesel generator buildings Auxiliary boiler 1 225,000 225,000 Diked to contain 100% volume of tank Gasoline 1 5,000 5,000 Below ground Waste oil 4 10,000 40,000 Diked co contain 100% volune of all tanks in diked area Circuit breaker insulating oil 36 330 19,000 No control planned Trar sf ormer oil 40 36,000(max) 464,000 Diked to contain 100% of largest transformer Ammonia 2 2,000 4,000 Curbed area indoors Hydrazine Drum storage 55 550 Curbed area indcors Caustic (50%) 2 6,000 12,000 Curbed area indoors Sodium hypochlorite (8%) 2 10,000 20,000 Diked area C4 6,000 12,000 Curbed area indoors g3 Sulfuric acid (93%) 2 l CU sulfuric acid (93%) 2 36,000 72,000 Diked area E
f '$2) Refueling water chemical r )0 adeition tank- 2 9,200 18,4c0 Curbed area indoors ] 3 () caustic (25%) Arendment 3 1 of 1 June 1979
NYSEtG ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS CHAPTER 8 ECONOMIC AND SOCIAL ETTECTS OF STATION CONSTRUCTION AND OPERATION Page No. Scetion Title 8.1 BENETITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1-1 8.1.1 Direct Benefits. . . . . . . . . . . . . . . . . . . . . . . . 8.1-2 8.1.2 Indirect Benefits. . . . . . . . . . . . . . . . . . . . . . . 8.1-4 8.1.2.1 Taxes. . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1-4 8.1.2.2 Employment and Income. . . . . . . . . . . . . . . . . . . . 8.1-6 8.1.2.2.1 Employment Benefits. . . . . . . . . . . . . . . . . . . 8.1-6 8.1.2.2.1.1 Construction Phase Manual Wor rce. . . . . . . . . . . 8.1-6 8.1.2.2.1.2 Construction Phase Nonmanual Workforce . . . . . . . . . 8.1-9 8.1.2.2.1.3 Operation Phase Employment . . . . . . . . . . . . . . . 8.1-9 8.1.2.2.2 Secondary Employment Benefits. . . . . . . . . . . . . . . 8.1-10 8.1.2.2.3 Payroll Benefits . . . . . . . . . . . . . . . . . . . . . 8.1-10 8.1.2.2.4 Secondary Income Benefits. . . . . . . . . . . . . . . . . 8.1-11 8.1.2.3 Conservation of Oil Resources. . . . . . . . . . . . . . . . 8.1-11 8.1.2.4 Research . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1-11 8.1.2.5 Regional Product . . . . . . . . . . . . . . . . . . . . . 8.1-11 8.1.2.6 Environmental Enhancement. . . . . . . . . . . . . . . . . . 8.1-12 8.1.2.6.1 Wildlife . . . . . . . . . . . . . . . . . . . . . . . . . 8.1-12 8.1.2.6.2 Navigation . . . . . . . . . . . . . . . . . . . . . . . . 8.1-12 8.1.2.7 Transportation . . . . . . . . . . . . . . . . . . . . . . . 8.1-12 8.1.3 References for Section 8.1 . . . . . . . . . . . . . . . . . . 8.1-13 8.2 COSTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.2-1 8.2.1 Primary Internal Costs . . . . . . . . . . . . . . . . . . . . 8.2-4 8.2.1.1 Land Acquisition . . . . . . . . . . . . . . . . . . . . . . 8.2-4 8.2.1.2 Capital Costs of Tacility Construction . . . . . . . . . . . 8.2-4 8.2.1.3 Incremental Capital Costs of Transmission and Distribution Tacilities . . . . . . . . . . . . . . . . . . . . . . . . . 8.2-4 8.2.1.4 Fuel Costs Including Costs of Spent Tuel Capacities. . . . . 8.2-4 8.2.1.5 Other Operating and Maintenance Costs. . . . . . . . . . . . 8.2-5 8.2.1.6 Plant Decommissioning Costs. . . . . . . . . . . . . . . . . 8.2-5 8.2.1.7 R&D Costs Associated with Potential Future Improvements. . . 8.2-5 8.2.1.8 Cost of Power Generation and Transmission. . . . . . . . . . 8.2-5 8.2.2 Temporary External Costs . . . . . . . . . . . . . . . . . . . 8.2-6 8.2.2.1 Housing. . . . . . . . . . . . . . . . . . . . . . . . . . . 8.2-6 8.2.2.1.1 Manual Workforce Commuters . . . . . . . . . . . . . . . . 8.2-6 8.2.2.1.2 Nonmanual Inmigrants . . . . . . . . . . . . . . . . . . . 8.2-9 8.2.2.2 Traffic Congestion . . . . . . . . . . . . . . . . . . . . . 8.2-10 8.2.2.3 Noisc. . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.2-11 8.2-11 @ 8.2.2.4 Aesthetic Disturbances . . . . . . . . . . . . . . . . . . .
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Amendment 3 8-i $)dCI June 1979 565M9
NYSE8G ER NEW HAVEN-NUCLEAR TABLE OF CONTENTS (Cont'd) Section Title Pane No. 8.2.2.5 Hunicipal Services Summary . . . . . . . . . . . . . . . . . 8.2-12 8.2.2.5.1 Water Systems. . . . . ......... . . . . . . . . . 8.2-12 8.2.2.5.2 Severage Systems . . . ... . . . . . . . . . . . . . . 8.2-13 8.2.2.5.3 Solid Waste Pacilities ... . . . . . . . . . . . . . . . 8.2-14 8.2.2.6 schools. . . . . . . . . ............ . . . . . 8.2-15 8.2.2.7 Health Care. . . . . . . ... . . . . . . . . . . . . . . . 8.2-17 8.2.2.8 Public Safety Summary. . ... . . . . . . . . . . . . . . . 8.2-18 8.2.2.8.1 Police Protection. . . ..... . .. . . . . . . . . . . 8.2-18 8.2.2.8.2 Fire Protection. . . . ...... . . . . . . . . . . . . 8.2-19 8.2.2.9 Recreational Resources . ... . . . . . . . . . . . . . . . 8.2-20 8.2.2.10 Other Temporary External Coste. . . . . . . . . . . . . . . 8.2-21 8.2.3 Long Term External Costs . ... . . . . . . . . . . . . . . . 8.2-22 8.2.3.1 Aesthetic and Scenic Values. . . . . . . . . . . . . . . . . 8.2-23 8.2.3.2 Access to Areas of Scenic, Historic, or Cultural Interest. . 8.2-23 8.2.3.3 Areas Having Historic or Cultural Interest . . . . . . . . . 8.2-24 8.2.3.4 Removal of Land from Present or Contemplated Alternative Uses . . . . . . . . . . . .. . . . . . . . . . . . . . . . 8.2-24 8.2.3.5 Meteorological Effects . . ..... . . . . . . . . . . . . 8.2-25 8.2.3.6 Noise. . . . . . . . . . . .. . . . . . . . . . . . . . . . 8.2-25 8.2.3.7 Reduction of Regional Products . . . . . . . . . . . . . . . 8.2-25 8.2.3.8 Recreation / Tourism . . . . .. . . . . . . . . . . . . . . . 8.2-26 8.2.3.9 Commercial Fishermen . . . . .... . . . . . . . . . . . . 8,2-26 8.2.3.10 Real Estate Values in Areas Adjacent to the Station . . . . 8.2-26 8.2.3.11 Costs to Local Government for Services Required by Permanently Employed Workers and Their Families . . . . . . 8.2-27 8.2.3.11.1 Housing . . . . . . . . . .... . . . . . . . . . . . . 8.2-27 8.2.3.11.2 Traffic Congestion. . . .. . . . . . . . . . . . . . . . 8.2-27 8.2.3.11.3 Public Services . . . . .. . . . . . . . . . . . . . . . 8.2-27 8.2.3.11.4 Public Safety . . . . . .. . . . . . . . . . . . . . . . 8.2-28 8.2.3.11.5 Health Care . . . . . . . .......... . . . . . . 8.2-29 8.2.3.11.6 Schools . . . . . . . . .. . . . . . . . . . . . . . . 8.2-29 8.2.4 References for Section 8.2 . .. . . . . . . . . . . . . . . . 8.2-30 Amendment 3 8-11
~~.p n June 1979 N[~~
NYSE1G EP. NEW HAVEN-NUCLEAR stay. Temporary accommodations include primarily hotels and motels, rental mobile homes, and rental apartments. Temporary or transient accommodations are not in large supply within several miles of the proposed station. Relative to more populated counties and areas that draw a substantial number of tourists, there are few hotel / motel accommodations in osvego County. Table 8.2-9 reflects the availability of hotel / motel rooms for construction workers under a " worst case" analysis, using peak summer occupancy rates reported by these f acilities' . Individual operators of lodges in the area suggest that the actual number of vacant rooms that would be available to station workforce vill be higher than peak rates indicate and it is thus assumed that average annual vacancy rates are more accurate. Individual operators voiced a preference for construction workers as customers due to the predictability and length ]f their stays. In addition, the few facilities currently open only during the summer months would be made available year round, given the increase in demand created by the influx of the station workforce'. Based on this information, the average annual vacancy rate for Oswego County is estimated at 25 percent higher than an assumed peak summer rate of 10 percent. Since most workers are likely to " double up" in the 190 available rooms based on an occupancy rate of 25 percent for 760 total rooms in Oswego County, 380 manual employees are expected to find hotel / motel accommodations in Oswego County at peak construction (Table 8.2-9). Doubling up is likely given that the average maximum occupancy (capacity) of area hotels / motels is estimated by local operators at 2.5 persons per room. Union officials have further indicated that this is a common practice for construction workers residing in transient accommodations. It is estimated that an additional 150 hotel / motel rooms, space for 300 workers, will be rented in northern Onondaga County, oneida County or southern Jefferson County due to individual preferences on price or location. The longer commuting distance from accommodations in these counties will tend to discourage some from locating there in favor of other accommodations in Oswego County. However, these 150 rooms are well within the 1.5 hr commute that is common practice for workforce temporarily committed to similar projects according to local labor union officials (Section 8.1.2.2.1). Manual workers who move into area transient accommodations will impact local housing by displacing other transients. As a result of year-round workforce inmigration, vacancy rates for hotel / motel accommodations, particularly for tourists in the peak summer months will be reduced. As Table 8.2-9 indicates, occupancy in Oswego County motels may run as high as 90-100 peccent in July and August. Assuming construction workers vill reside sa many of these accommodations for a period which includes this season, some tourists may be displaced into other areas (see Section 8.2.2.9 for further discussion of possible impacts upon tourism / recreation). Additional accommodations will be made available in rental mobile home parks. Those spaces already in place and available for oc cup ancy will be chosen first. An estimated 2,000 of the approximately 5,000 mobile homes in Oswego County are in trailer parks; others are assumed to be privately owned, and not available. Because mobile homes are generally more frequently used as permanent residences in Oswego County than elsewhere, the local proportion of 56E3M
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Amendment 3 , 8.2-7 June 1979 1
NYSE8G ER NEW HAVEN-NUCLEAR units available for rental is assumed to be low. There is,however, a 5 to O 10 percent vacancy rate (i.e., available spaces) in mobile home parks. The rental units and vacant spaces in mobile home parks amount to about 10 percent of the total of mobile homes in parks, or about 200 homes. If workers double up in these accommodations there would be space for another 400 workers. Current trends indicate that mobile homes will be available primarily in southera Oswego county. The Town of West Monroe, for examplu, which borders Onondaga County, had 45 percent of its 1970 housing stock as mobile units. Mobile home rentals in Onondaga, Oneida, and Jefferson Counties will also be available. Assuming that construction workers are villing to commute the greater distance from mobile homes in these counties, an estimated 150 workers will be living in rental mobile homes in Onondaga County. Rental units in conventional housing vill also be available. Current data, as presented in Table 8.2-10, indicate about 80 vacant rental units in Oswego County and another 152 in the Syracuse ataa including northern Onondaga County. It is conservatively assumed that 50 percent of the available rental units, or 116, vill be rented to construction workers. if workers double up, these units vill provide acconmodations for 232 workers. Because construction workers are relatively well paid, and because some also receive a travel allowance, they will be able to bid fairly rigorously for the available supply of rental units. Given a limited supply of transient accommodations in Oswego County, however, it will be common for construction workers to often " double up" where capacities permit. As vacancy rates of all transient accommodations in the county are reduced, some inflation of rental prices may be expected. To the extent that demand for these accommodations in Oswego County is lessened by the availability of others, both within and outside the county, rates will remain ecmpetitive. Long term lease pricing for units near the site vill experience a moderate and rapid increase as station construction advances, enduring through the peak year of 1989. The construction of additional housing to accommodate temporary worker demand would be a further impact on the local housing stock. Speculative housing development and new construction of local motor lodges is a potential response to tight transient housing conditions in the site vicinity. Estimates of occupancy in existing accommodations - hotel / motel (680), rental apartment (232), and rental mobile home units (550) - identify accommodations for approximately 1,462 of the 1,741 manual workforce commuters. Of these workers, 860 are projected to locate in Oswego County, filling the minimum estimated capacity of existing transient accommodations there. The unmer demand represented by the remaining approximately 280 workers is likely to be filled in several ways. First, an increase in transient accommodation will occur as a result of expected population growth in the region between 1978 and the time of construction (Section 2.1.2). Development of new housing responding to demands of manual workers, as discussed above, may supplement this normal growth. Further, accommodations which housed construction workers Amendment 3 8.2-8
~~+ g June 1979~~
NYSE8G ER NEW HAVEN-NUCLEAR for the proposed Sterling Plant will become available as activities on that facility are completed. No significant competition for accommodations will Amendmen" 3 8.2- 8a 9.o5 Juna 1979 5G5&%
NYSE8G ER NEW HAVEN-NUCLEAR TABLE 3.5B-1 POTENTIAL ANNUAL FOPULATION DOSE REDUCTIONS Dose Reduction Au ment (licuid) (nan-ren/yr-unit) Thyroid Total Body AUG-1 907: efficient 5.4E+00 4.lE+00 l demineralizer to the last effluent release stream
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Amendment 3 1 of 1 QO U June 1979
NYSE8G P. R NEW HAVEN-FJCLEAR TABLE 3.~3-2 COST-BENETIT OF POTCNTIAL AUGMENTS Total Annualized Point of Diminishing Cost Cost-Banefits Return Au2 rent (licuid) ($) (0 annually) Cost-Benefit Ratio ThYrOld IOtal B0dY ThYrold Total BOdV Aug-1 90% efficient 27,000 5,400 4,100 5.0 6.59 demineralizer l to the last effluent re-lease stream CD CI
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Amendment 3 1 of 1 June 1979 O O O
NYSE8G ER NEW HAVEN-NUCLEAR TABL; 3.5B-3 BASE CASE ANNUAL POPULATION DOSES DUE TO LIOUID ETFLUENT TOTAL DOSE FROM ALL EXISTING PATHUAYS (MANREM/YR/ UNIT) Total Total Body Dose Thyroid Dose Pathway (manrEm) (man-thyroid-rem) Ingestion of Potable Water 1.8E+00 7.0E+00 Ingestion of Fish 5.4E+00 2.4E+00 Shoreline Recreation 1.2E-01 1.2E-01 Swimming 6.2E-05 6.2E-05 Boating 8.6E-04 8.6E-04 TOTAL 7.3E+00 9.5E+00 Amendment 3 5F6 1 of 1 June 1979
~~!!YSE3G ER t!EU HAVEli-!!UCLEAR TABLE 3.5B-4 TOTAL TOPULATIO!! DOSES DUE TO GASEOUS RELEASES Total Thyroid Total Body Dose (man-Pathway Dose (manrem) thyroid-ren)~~
Submersion 2.0E-02 2.0E-02 Inhalation 1.7E-01 3.2E-01 Standing on Contaminated Ground 6.4E-01 6.4E-01 Ingestion of Truits, Grains, and Vegetation 9.5E-02 3.6E-01 Ingestion of Cow !! ilk 1.3E-01 5.0E-01 Ingestion of 1 feat 9.7E-03 1.lE-02 TOTAL 1.lE+00 1.9E+00 9 s Y q
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NYSEEG ER NEW HAVEN-NUCLEAR TABLE 5.2A-2 DILUTION FACTORS. POPULATION SERVED. %ND TRAVEL TIMES FROM THE SITE Approximate Distance From Site to Point of Intake Population Served Transit Time -', Public Water Systent* (mi) Dilution Factor (people /vr) to Intake (hr) Oswego Cityww 11 W 249 26,000 79 Metropolitan Water Board 11 W (same intake as Oswego) 249 67,000 79 Wolcott Village 32 WSW 414 2,500 224 Sackets Harbor Village 33 NNE 298 1,200 179 Sodus Point Village 39 WSW 456 2,000 272 (4,000 (summer)) Chaumont Village 39 NNE 323 550 212 Sodus Village 42 WSW 473 1,800 293 Cape Vincent Village 43 NNE 339 750 234 Williamson Water District 47 USW 500 5,900 328 Kingston Water Intake Plant, Kingston, Ontario 50 N 366 74,000 272 Kingston Township 50 NNW 366 19,000 272 Population Usage 4, Approximate Distance from (people /yr) Transit Time C' Incremental RegionsMMM Site to Point of Analysis Recreation to Point of (ni) (ni) Dilution Factor Boating Shoreline Analysis Chr) Cl 1 0 to 10 5 120 3.7E+04 2.4E+05 27
,' 10 to 20 15 202 3.7E+04 2.4E+05 82 p 20 to 30 25 260 3.7E+04 2.4E+05 136 h30to40 35 306 3.7E+04 2.4E+05 190 40 to 50 45 347 3.7E+04 2.4E+05 244 Amendment 3 1 of 4 June 1979
NYSES.G ER NEW HA'1EN-NUCLEAR TABLE 5.2A-2 (Cont'd) Approximate Distance From Transit Time Site to Point of Analysis Population Usage to Point of Public BeachesWW** (mi) Dilution Factor (annual attendance) Analysis Chr) Green Point 11.0 174 6,510 60 Sandy Pond Beach 10.5 170 26,215 57 s Sandy Pond Beach Inc. 10.0 166 7,245 54 Dowie Dale Beach 2.0 80 6,510 11 Brennan Beach 7.5 145 7,455 49 Rainbow Shores 9.0 158 7,560 49 Chedmardo Farms 5.0 120 8,085 27 White Sands Beach 9.0 158 10,675 49 Chedmardo Trailer Camp 5.5 125 10,675 30 Selkirk Shores St. Park 6.0 130 10,675 33 Fairhaven Beach St. Park 23.0 352 21,035 161 C. Phil Haven Trailer Park 24.5 363 8,575 171 Fair Haven Boathouse 25.0 366 6,510 175 Idlewild on the Lake 40.5 464 8,050 283 g Association Island 28.0 274 3,535 152 C Wescott Beach St. Park 34.0 302 17,045 185 Cll
) Dels Bayside Marina 37.0 315 4,095 201 3 Shangri-La 34.0 302 3,710 185 Isthmus Marina 34.0 302 13,090 185 r Willow Shores Trailer Park 46.0 351 3,815 250 Warrens Cottages 47.5 356 3,815 258 Sunset Trailer Park 47.0 354 3,535 255 Amendment 1 2 of 4 March 1979 9 9 9
FORM APPROVED OMB No.158-R0100 FOR AGENCY USE STANDARD FORM C - MANUFACTURING AND COMMERCIAL SECTION II. BASIC DISCHARGE DESCRIPTION Complete this seClion f or each discharge indicated in Section 1, item 9, that is to surf ace waters. This includes discharges to municipal sewerage systemr In which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to we6's must be descriNd where there are also discharges to surf ace waters from this f acility. SEPAR ATE DESCRIPTIONS OF EACH OlSCHARGE ARE REQUIRED EVEN IF SEVER AL DISCHARGES ORIGINATE IN THE SAME FActLITY. All values for an existing discharge should be repre-sentat6ve of the twelve previous months of operation. If this is a proposed discharge, values shou (J reflect best engineering estimates. ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPAR ATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET BEFORE FILLING OUT THESE ITEMS.
t. Discharge Serial No, and Name

a. Discharge Ser6al No. 20ta (see inst ructions)

b. Discharge Name 20tb Give name of disc harge, if any.
~~(see instructions)~~
~~c. Prev 6ous Discharge Serial No.~~
~~If previous permit application Not Applicable (N/A) was made for this discharge (see 200c item 4, Section 1), provide previ-ous discharge serial number,~~
2. Discharge Operating Dates

a. Discharge Began Date ifthe discharge described below is in operation, give the date (within 202a N/A best estimate) the discharge YR MO began,

b. Discharge to Begin Date If the discharge has rever occurred but j
~~is planned for some future date, 202b give the date (within best est6- YR MO mate) tne distnarge win beg.n. 1993 _5 Unit 2~~
c. Discharge to End Date if des-charge is scheduled to be discon-tinued wit.iln the next 5 years, 202c NM give the date (within best esti- YR MO mate) the discha'ge will end.
J. Engeneering Report Available Check if an engineering report is available to reviewing agency upon req uest. (see instruc tions) 202 3 See Joint Environmental Report submitted to lac und P3C
4. Discharge Location Name the political boundaries within which Agency Use the poir t of discharge is located. - -
State 204a 204d Cou nty 204D 204e (if applicable) City or Town 204c 204f S. Discharge Point Description Discnarge is into (check one)'. (see inst ruc tions) Stream (includes ditc hes, arroyos, and other intermittent watercourses) 20Sa OSTn Lake ZLKE Ocean OOCE Municipal Samtary Wastewater Transport System OMTS Mumcipal Com$ined Sanitary and Storm Transport System OMCS kh 11-1 E P A Form 7550 23 (7. 73) This section contains 9 pages.
DISCH ARGE SE RI AL NUMBER 001 FOR AGENCY USE Municipal Storm Water Transport System O sTs Welt (injectior.) OWEL Other 0 0 TH If 'other' is checked, specif y 20$b
~~6. Discharge Point - Lat/Long Gave the precise locotton of the poent of discharge to the nearest second.~~
NYS Grid Coordinates: Latitude 206a 43 DEG 31 MIN 17.5 SEC N1283250 Longitude 20s, 76 ota 19 u,n 20.1 sEC E569250
~~7. Descharge Receiving Water Name Name the waterway at the point 207a of discharge (see instructions) Lake Ontario (USGS Quadrangle for Texas, NY)~~
For Agency use For Agency sJse if the discharge is through an out-g 3, fall that extends beyond the shore- 207b - --- - - - - - - - - - - l6ne or is below the mean low 2M water line, complete item 8.
4. Of fshore Discharge

a. Discharge Distance from Shore 208a 2300 feet

b. Descharge Depth Below Wat*'
~~Surface 20$b 20 feet Based on USLS 1935 datum (21./. 03 ft)~~
9. Discharge Type a nd Occurrence

a. Type of Descnarse C h ec k whether the a uharge is con- 20ga @ (con) Confirauous tinuous or mice mittent.
~~(see instructions) O (int) Intermittent~~
b. Descharge Occurrence Days per Weak E rster the average nurn- 209b .I days per week ber of days per week (during periods of discharge) this dis-charge occurs.

c. Descharge Occurrence -Months If thes discharge normally 209c OJAN OFEB OMAR OAPR operates (either intermattently, or continuously) on less than DMAv 0JuN O J ul OAuG NM a year-around basis (excluding shutdowns for routine mamte- OSE P O oC T O NOv O DEC nance), check the months dur-Ing the year when the discharge is operating. (see instructions)
~~Complete items 10 and 11 if "6nter-mittent" is checked in item 9.a. Otherwise, proceed to Item 12.~~
~~10. Intermittent Descharge Quantity State the average volume per dis- 280 N/A thousand gallons per discharge occurrence.~~
~~charge occurrence in thousands of ga ll on s.~~
11. Intermittent Descharge Durat6on and Frequency

a. Intermittent Discharge Duration Per Day State the average 211e NA oue n s per day number of hours per day the discnarve .6 opaia!!nGi.

b. Intermettent Osscharge F re que ncy State the average 211b N%,stna,9e occurrences pe, day
,c (b "'= M, number of discharge occur-tences per day during days , * . )b when discharging. *
12. Maximum Flow Period Give the time period in which the maximum 212 F rom Dec to Mar f)Ow of this discharge occurk month month E PA Foren 7550.23 (7 73) ggq Amendment 3 June 1979
FORM APPROVED OAfD No.158-R0100 FOR AGENCY USE STANDARD FORM C - MANUFACTURING AND COMMERCIAL 9 SECTION H. BASIC DISCHARGE DESCRIPTION Complete this section for each descharge indicated in Section l, item 9, that is to surf ace waters. Th6s includes d6scharges to municipal sewerage systems in which the wastewater does not go through a treatment works pr6or to being dischi-Md to surf ace waters. Discharges to wells must be described where there are also discharges to surf ace waters from this f acility. SEPAR ATE DESCRIPTIONS OF EACH DISCHARGE ARE REQUIRED EVEN IF SEVER AL Dl3 CHARGES ORIGINATE IN THE SAME FACILITY. All values for an outsting riischarge should be repre-sentative of the twelve previous months of operat6on. If tnis is a proposed discharge, values should reflect best engineering estimates. ADDITION AL INSTRUCTIONS FOR SELECTED ITEMS APPE AR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO DOOKLET BEFORE FILLING OUT THESE ITEMS. 1 Discharge Serlas No. and Name
a. Descharge 5ertal No. 200a 02 (see instruct 6ons)

b. Discharge Name 20s, Temnorney Sedinent Detention Basin Effluent Give name of disc harge, if any.
~~(see instructions)~~
~~c. Previous Discharge Serial No.~~
~~If previous permit application was made f or this discharge (see 20lr Not ANlicable (N/A) Item 4, Section I), provida prev 6-out discharge serial number.~~
2. Discharge Operating Dates

a. D6scharge Regan Date ifthe discharge described below is .n operation, give t he d ate (within 202a NS best estimate) the discharge YR MO began.

b. Discharge to Begin Date if the discharge has never occurred but . .
6s planned for some future date, 202b _f[2_ 4 b,ec add t Onal Information - Item 202b give the date (within best estl- YR MO mate) the discnarge w6ll tagin. C. Discharge to End Date i f dis-charg,* 6s scheduled to be discorw linued within the next 5 years, 202c r)3 5 See additional infOrmation - Item 202c give the date (within best esta- YR MO mate) the discharge will end.
3. Engineering Report Available Check if an enginvering report is available to reviewing agency upon req u est. (see instructions) 20s Od See Joint Environmental Report submitted to NRC and PSC

4. Descharge Locat6on Name the political boundaries within wh6ch Agency Use the point of discharge is locatJd. ~ - - - - - ' - - -
State 204a 204d Cou n t y 204D 204e (if appocable) City or Town 204c 204f
~~5. Discharge Point Description Discnarge is 6nto (check one);~~
(see instruct 6ons) Stream (includes ditches, arroyos, and other intermittent watercourses) 205a CSTR Lake OLKE Ocean OOCE Mun6cipal Santtary Wastewater Transpnrt System , , O u rS, Municipal Combined Sanitary and Storm Transport System OMCS y y th, e ; 11-1 E PA Form 7550-23 (7.73) This section contains o pe Ges.
OlSCH ARGE SE RI AL NUMBE R 002 FOR AGENCY USE I Municipal Storm Water Transport l Syst em OSTS Well {lniections OWEL Other OOTH if 'other* is checked, specif y 205b
~~6. Discharge Po6nt - Lat/Long Give the precise location of the point of distnarge to ine nearest second.~~
43 29 14.5 NYS Grid Coordinates: t atttude 206a DEG MIN SEC N 1270310 Longitude 206D DEG MIN SEC E 574550
~~7. Descharge Receiving Water Name~~
~~'" '# " '" * ' Unnamed tributary Of Catfish Creek (USGS quadrangle of d$[na*rg*.'<'s*e'e*instIu$i ons) for New Haven, NY)~~
For Agency Use For Agency Use if the discharge is through an out-f all that ex tends beyond the shore- 207b or u w 303e line of is below the mean low water line, complete item 8.
8. Of fshore Discharge Descharge Distance f rom Shore *

a. 20Sa feet

b. Discharge Depth Below Water y Surface 2 0 8 b' feet

9. Discharge Type and Occurrence

a. Type of Descharge Check whether the discharge is Con- 20Sa O (con) Continuous tenuous or intermit tent.
~~D: < int) intermittent See additional information, Item 209 (see inst,uctions)~~
~~b. Discharge Occurrence Days per .~~
~~Week Enter the average nurn- 209D _ days per week See additional informat10n Item 209 ber of days per week (during periods of discharge) this dis-charge occurs.~~
c. Discharge Occurrence -Months if this discharge normally 209c OJAN OFEB OMAR OAPR operates (either intermittently, or continuously) on less than DMAv OJUN 0;ut D AuG N/A a year-around basis (excluding shutdewns for routine mainte- OSEP OOCT ONOV O DcC nance), check the months dur-ing the year when the discharge is operating. (see inst ructions)
~~Complete stems 10 and 11 if " inter-mittent" is checked in Item 9.a. Otherwise, p,oceed to item 12.~~
10. Intermittent Discharge Quantity State tne average volume ps: dis- 210 thousand gallons per discharge occurrence. See additional charge occurrence in thousands of gallons.
~~g gig 7 g pgg~~
11. Intermittent Discharge Duration ar.d Frequency

a. Intermittent Descharge Duration Per Day State the average 211a hours per day See additional information, Item 210 number of hours per day the discharge is operating,

b. Intermittent Discharge .
Frequency State the average 211b discharge occurrences per day bee additional informat10n, Item 210 number of dischar ge occur-rences per day dunng days when d ascharging. r = r Q-d d #as.i AJ
12. Maximum Flow Period Give the i See additional information, Item 210 time period in which the max 6 mum 212 From to flow of this discharge occuis, month month E PA Form 7550-23 (7.73) gga Amendment 2 June 1979
~~FORht APPROVED DISCH ARGE SE RI AL NUMBER O.VH No.158-R0100 002 FOR AGENCY USE~~
16. Wastewater Characterist6cs Check the box beside each constituent which is present in the effluent (discharge water). This aetermination is to be based on actuai anasysis or best estimata (see instructions)
E E Par arneter y Pa ra me ter y 216 e 216 P c c Color Cop per 00080 01042 Ammonu Iron 00610 01045 Organic nitrogen 1. cad 00605 01051 Nitrate M agnesium 00620 O(F12 7 Nitrite Manea ne sc 00615 01055 Phosphorus Mert ury 00665 71900 Sultate M oly bden u m 00945 01062 Sulfkle N ukel 00745 01067 Sultite Sele niu r.: 00740 01147 Ilrom kle Siher 71870 01077 Chloride Pota wium 00940 00937 Cya nid e Sodium 00720 00929 i luor kle Thaihum 00'151 01059 Alunun"m Titamum Ull05 01152 Antimony I'in 01097 01102 A rse nic line 01002 01992 ller) lliu m AIgiiides* 01012 74051 llariu m Chlorinated organic compounds
01007 74052 floron Pe st icid es*
01022 71053 Cadmium Gil and grease 01027 00550 Calciu m Phenols 00916 32730 Cob it Surf actants 01017 38260 Chromium Chlorine 01034 50060 l'ecal cohform bacteria Radioat tiv ity
~~74055 74050~~
*Speuty substances, compour.Js and/or elements in item 26.
Pesticides (insecuckles, fungicides, and rodenticides) must be reported in terms af the acceptable common names srecilied in A cceptable Common Names and Chernical Names for the IrwrcJient Statement ent l'estickle Labels, 2nd I:dition. I nvironmental Protection Agency, Washington, itC. 20250, June 1972, as required by Subsection 162.7tb) of the Regulations for the 1.nforcement of the l'ederal insectKkle, l'ungicide, and Rodenticide Act. 1l4 m ,.r. ,550- m ,.zu
~~"-5 '"2+9~~
~~Ol5 CHARGE SE RI AL NUMBE R 002 FOR AGENCY USE V~~
17. Description or intak a and Descharge F or each of the parameter 51ssted bedow, enter in the appropr64te boa the value or c0de letter answer called f or (see instructions) in add 6 tion, enter the parameter name and code and all requered values for any of the following parameters of they were checked in item 16; ammonia, c yanide, asuminu m, arsenic, beryllium, cadmium, enromium, copper, lead, mercury, nici el, scienium, isnc, phenois, oil and grease.
.nd cniorine (r siduai). g gig,) gw gg influent I lllue nt g ._ - _ ^ ' l t ~3 :u. I s I j! f5 - s ;m '
~~7 E y ;~ t a l'arameter and Code 3 E 3 .3 I >EO CEi< 1 : I~~
~~-s 3, 9 " 9~~
2174 3 .c 's <* E, 9u u $ ,9u o "r c' e' y' 4" p t U 2 ~- 3 a n , ,1 -5u ,. E c ~e ~! ,. 4 - I bhi CA% $ $9UJ b { ? U5 :?] h] E 02? $5? 3 5$: 5A 75:5 < /< }
(1) (2) (3) (4) (5) W (7) (S) I law ' 1 canons per Jn 7.5 T.il ga11ond d., I!/A 3210(1) 3270(1) II/A li A r,on s e, II/A 0 till i Units d ' 00400 II/A !I/A II/ A ?I/ A II/A IJ/A II/A
~~] \~~
~~IcInperJ tu re (w In!cr)~~
*l' pg3 I!/A II/A II/A II/A I./ A II/A 'II/A II/A ~Iemperature bummer)
~~O - 74027 :IfA li/A ;/A I;, A IIj A IljA 1;fA ;;/ g t~~
+
lhochenucal O y gen llemand (lu)l) 54ay ) i mgjl 00310 II/A 11/ A I!/A :l, A II/A IJ/A [:!j A lIfA Chemical (h) yen I)emand (COI)) mes l 0o34o g], g gg, g ggjg g;/g ggjg g;, g g;,g gg, g Total Suspended (nontilterable) SohJs my!l l 0o530 ?lj h ?J/A j j') IJj A Si, 1 lI, A G Speutic Conductance I nuaomhos/un at 25' C l Os H i95 I;, A :J/ A
~~\ II/A II, A II/A li/A !!/A Settleable \ tat!cr a residue) !~~
~~I ml/l [~~
""545 II/A !!/A ?!/A l II/A !J, A lI/ A hl/A Ii/A *Other distharges sharing intake flow (serial numbers).(see Instructions)
~~O 9~ ar Amendment 3 SGC W June 1979~~
*' II4 E P A Form 7550-23 (7-73) '
~~FORM APPROVED OMR No.158-RO!00 DISCHARGE SE RI AL NUMBER FOR AGENCY USE 002~~
26. Ad ditio nal lief orma tio n 226 Itern Informati;n 202b Approximate date for start of plant construction 212c Approximate date for startup of Unit 2 and completion of construction 29 Stormwater runoff is weather dependent. Carbon filter backwash will occur apnroxi.ately once per day daring peak ucage. Water from.
excavation dewatering in dependent upon wenther and coil conditions. 210 Onrbon filter backwarh will bc noproximately 3230 gallona per day during peak usare and will be discharged to the sediment detention bacin over a ll-min:*e time perioJ., The amoint or frequency of diccharge to the sedinent detention basan cf water from excir/ation devatering cannot be pre.licted beenuce it will enry wir.h the weather and coil concitions. Stormwater runoff will be '/ariable depen <ient upon weather conditiona. lolume x .1 varv x un to i naximum of 7.5 million Fallcus which will bo l iischnrged o'rer a maximum rerio i of fi'ze days. 21 n(1) 12B gnllans is the anticipated maxi c2m volume of the carbon filter btAwach. The vol 2me of stor water runoff and eveavation twatering
~~,il' he -~~
~~inble dependent unon weatner and soli conditionc.~~
~~'" in ( ? ) 7.5 illian ra!1ons in the nimum ennacity of the nediment detentien l baair , wh.ch w il be discharged in fire days.~~
21 'in ( 3 ) Grab sn '. e wili he t 1.em an" anal;. zed durinF discharge from sediment detention basin. Amendment 3 E P A F orm 7550-23 (7.73) 11-9 5652+e* June 1979
FORAI APPROVED OSfD No.158-R0100 FOR AGENCY USE STANDARD FORM C - MANUFACTURING AND COMMERCIAL - SECTION II. BASIC DISCHARGE DESCRIPTION Complete this section f or each discharge indicated in Section I, item 9, that is to surf ace waters. This includes discharges to mu r, t pal sewerage systeens in which the wastewater does not Jo through a treatment works prior to being d6scharged to surface waters. Descharges to wells must be deuribed where there are afso discharges to surf ace waters f rom this f acility. SEPAR ATE DESCRIPTIONS OF E ACH DISCHARGE ARE RCQUIR ED EVEN IF SEVE R AL DISCH ARGES ORIGIN ATE IN THE SAME FActLITY. All values for an existing discharge should be repre-sentative of the tweeve previous months of operation. If this is a proposed discharge, values should reflect best engineering estimates. ADDITION AL INST RUCTIONS FOR SELECT ED ITE MS ApPE AR IN SE PAR ATE INST RUCTION BOOKLET AS INDICATED. REFER TO BOOKLE T BEFOR E F ILLING OUT T HESE ITEMS.
1. Discharge Serial No. and Name

a. D.icharge serias No. 20,a 0m (see instructions)

b. D.s cha r,. N a m. 2aib Temporary Construction Sanitary Effluent Give name of discharge, if any.
~~(see instructions)~~
~~c. Previous Discharge sertal No, if p,evious permit appocati "~~
~~was made for this discharge (see 201s Ilot Applicable (N/A) Item 4, Section 1), provide previ. ous discharm serial number.~~
2. Dascharge Operating Dates

a. Discharge Began Date ifthe discharge described below is in operation, give the date (witnin 202a II best estimate) the discharge YR MO began,

b. Descharge to Begin Date if the d '5' h' ' 9
h ' ' "* * *' (c""*d b" 15 planned for some future date,' 202b 193/. See additional information, Item 202b give the date (within best este- YR MO mate) the discharge will begin.
~~c. Descharge to End Date i f dis.~~
~~',"',""*',"d',t3yT,"'~~
~~nued n ne ne 202c 19T See additional information, Item 202c give the date (within best esti- YR MO mate) t he ducharge will end.~~
3. Erigineering Report Available Check of an engineering report is re$t.'* lsE*[$tYc' 'ons"'" "" " 20 G See Joint Environmental Report submitted to PSC and lac

4. Descharge Location Name the polit 6 cal boundaries within which Agency tise the point of discharge is located. ---
New York State 204a 204d Osweg'o Cou nty 204b 204e New Haven (if applicable) City or Town 204c 204f
~~5. Descharge Point Description Discharge 65 into (check one).~~
(see inst ructions) Stream (irtcludes datc hes, arroyos, and otner intermittent watercourses) 20Sa OSTR Lake @ LK E Ocean OOCE Municipal Sanetary Wastewater Transport System OMTS Municipai Combined Sanitary and Storm Transport System [j MCS 11-1 E P A Form 7550.23 (7 - 73) F" This section contains 9 pages.
DISCH ARGE SE Hl AL NUMBE R 003 FOR AGENCY USE Munkapal Storm Water Transport system CSTS Well (Ins ection) OwEt Otner CoTH If 'other' is checke% specif y 20$b
~~6. Osscharge Point - Lat/Long Gave the pscose location of the point c,f disc harge to the nearest sec.ond.~~
43 31 MIN 13 IIYS Crid COordinateG: Latitude 206a DEG SEC 76 18 MIN 59*8 N 1282800 Longitude 206b DEG SEC E 570750
~~7. Discharge Receiving Water Name Na.no the waterway at the pomt 207a of Oscharge (see instruc tions) e Ontario (USGS Now Haven Quadranr e)~~
Fnt Agency Use For Agency Use if 154 descharge is through an out-a or M i n or 303e f all t ,at e r ts nds beyond the shore- 207b - - - - --- - - - -Sub-- line or is besow the mean low 2M8 water lane, complete item 8. S. Of f shore Discharge
d. Descharpe Distance from Shore 20$a l O feet

b. Descnarge Depth Below Water Su rf a ce 204b 16 feet Baced on USLS l')35 datua (2u. 03 ft)

9. Discharge Type and Occurrence

a. Type of Descharge C hec k whether the discharge is con- 209a @(con) Continuous tenuous or intermettent.
~~(see Instructions) O (int) intermittent~~
b. Discharge Occurrence Days per Week E nter tr.e average nu m- 209b bdays per week ber of days per week (during periods of disc harge) this dis-c harge oc curs.

c. Descha rge Occurrence -Mont hs if this disc han ge normally 209c OJAN OFEU CMAR OAPR operates (either intermittently, or continuously) on ess than CMAY CJUN OJUL CAUG N/A a year around basis (e ucluding shu tdowns f or r outine mainte- OSto DOCT O N.4V O oE C nance), chec k the months dur-Ing the year where the discharge as operating. (see inst ructions)
~~Complete Itr.ms 10 and 11 If " inter-mittent" is chec ked sa item 9.a. Other wise, proceed to I tr m 12.~~
~~10. Intermittent Descharye Quantity~~
~~{Jg State the average volume per dis- 210 thousand gJilOns per discharge occurrence. charge occurrence sn thousands of gaf tons.~~
11. Intermittent Discharge Duration and Frequency

a. Intermittent Discharge Duration Per Day State the average 211a
, I n, hoars per day nun) Der of hours per day the discharge is operating, b Intermittent Discharge I;,/A F re qu e n cy State the average 211D discharge occurrences per day number of discharge occur-rences per day during days when discharging. hh 9 ,
e
/
~~12. Ma nimum Flaw Period Give the N I A -~~
time period in which tne mansmum 212 F rom to flow of this discharge occurs. . month 3 nth Amendment 3 June 1979 E PA Form 7550.23 (7 73) gg
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[ g ((. [ fl; JOH NO. 19. 20 Midland NO PAGE1 UF 07220 _
2. UNmS) 3. DH AWING / PAR T NO. HEV 4. IILM DESCHIPilON S IIE M L OCAllON Cont.[1 Cont # 1 E-656 _.
8 Conduit fart *A Support s __ col 3, 635', 1 S. E' O. OR SPEC No. 7. SE HI AE NO. 8. ItEPL,ACEME N T P/\it y 9 SOURCE 10. CON IH AC TOR /SUPPtil H gjg gj Pm 11/A stEv 11/A Sr H NO. 11/A g g g
11. INSPECTIOfJ CillT E fll A lit NO.1 ALCO23 12. ASME Aulltoitt2ED 14. Oswover ed ()unng l's E quip f ue nnlied D r 13.pE ICil ATI ACitt D O() DWG ( )S'EC ( ) OlitEIt NOE l.62 .. "$fy,ya7" i ud Y E S ( )NO ( lHn'g(7JCunst( liest ( ) Client t )E ng I 36 L D 16 NONCONI OHMING CONDIItON: 24. OlSPOSITeord COfJCUHHE NCE
_ __ There la no approved detail for welding P1001 to the _ r wn. k' ' sejec t _. s e p.n r use es is edge of thu Flangua of Column 83 to be uued ao conduit uupporte, at Two (2) locatione. 0* ,n. d h...4d4d oa o... b e 09 .u i g
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.tf i nOttg Z Lij IN5et L g on 33 m g g Q-Lie Number 3.006 _ Two.(2) Hold Tago Applied Hold For Engineering Diopoottion E OHIED ElY 5" 5'U""'5"S II DATE 18. AElDATE D BY DATE C"ota"bo t T S tfPPo st TS g~'j~ 'i . Ta% cweb lA) /kcoch.).,x L.R HOU T ING. b410 FIEL D ENGINEE RING ( ) 10 OillE HS (SPECIF Y) .c / D/ ]>LN')G Z3 m>D U
22. ( ) Field Engnieenng Dispos tion Field Engineenng Heco nniended Disposition to Project Engnivering (Q 9/16 ^ 3 LG 03E AS LS -
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23. PHOJEC T [NGINE E RING DISPOSITION Project engineering has revieued and evaluated the nonconforming condition and finds it unacceptable as built. Project Engineering recomende the supporte_ be reworked as riupport type 550 Dwg. E-42, Sh. 550.
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CALCULATION SHEET , y . [/ DATC DFblGN DY ./ r_ EW //CM _ OATE - ' CHECKED DY _ SHE ET NO. PROJECT l b' JOB No. _ SUBJECT V b T / C ALCULATION NO. FILE NO. NC2 211O REsocuTion : . . .' l . PROJEC7~ ENGINEEe/NO //AS REV/EWED AND E VA L UA 7ED 77/E NON - CONI'02M/WG COND/770N ANO s ~/NDS c
~~/T UNA CCEP 7~A BLE AS - ButLT PRCu'EC T EN6inEELING R ECO/HMENDS- . YHi~ .-~~
SUPPOR 7's 8E LE' WORKED AS SUPRJRT. T}/PE 590, JDW6. E- 4'E , GN. 550. C%y C: ~ --, y - r: " I:: . ("' E.8. U///T f G ,,in M cot. . 3 _ __ _ _ c.
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Ilc Review: Croup Supe-riser Date: 565'M
a. l n i NONCONFORMANCE REPORT
*t S/U PI n-Testable ,g
_ 1. PHOJE C T N AM E JOH NO- P
19. 20 d/g' tiidland 7220 NO. _215 7 PAGE 1 OF

2. UNIT (S) 3. DR AWING /PAH T NO. ItE V 4. B T EM DESCHIPilON 5 ITEM LOCATION Cppaq9]t N/A G. P.O. OH SPEC NO. 7. SE Hl AL NO.
~~_ ._ . _ _ __ _ ff/A Groutliig of Anchor __ lloits for Wall liangeru _. __. AuMIlary. liullding .~~
8. HEPL ACE MENI PAHI 9. SOUitCE 10. CON T H ACTOH/SUPPt lEll N/A N/A P/N _ N / A HEV . N/A SEit NO. N/A

11. INSPECTION CRIT E RI A C-l ] )- M 6 12. ASME AUlHOHlZED 13. SK E1Cif ATTACilED 14. Dmovered Durmg 15. Eqmp Fue m>tical Liv (JDWG ( 1 SPEC ( l OTHEft III NO_
~~NO. C -306(. . Rev.4 IN S,P 1~~
~~,1 L T D (jYES E)NO ( ) Rec'g DConat t ITest ( )Clie nt ( )Eiig ElFL D~~
~~16. NONCONFOHMlNG CONDITION:~~
~~Specification 7220/C-306, Rev. 4, Sect. 7.0 states in 24. DISPOSITION CONCURRE NCE~~
-oc mk- rej e<. t~'~ reper I use as og part: ,' Visual inspection of the process of grouting bolts shall be performed to - l assure correct installation." Contrary to the al ve, llanger #(619 6-1 / .7/ yv e ,()8 h_9 fB I o 26-OllHC-19-lil located in the East Wing Wall Elevation 596'+ (6' E/7.9, 6' S/C) Y ""
d no, oavs 2 ras s removed due to relocation. 16 (1" Dia.) j; routed anchor bolts were used. % r u c.i n y n yk . g(. 22 -2(/ en s coe sin oc t Cf r4 r t u OAit Q When Ltm bolt a .were_corgj7pt. eacit holt liad a voitl Jn the_ top back. portion of ____- ,.,,,,. ,,,, , , ,; . , , , . g each imleu."Q"-hi tf_ fL 10h __Ilold for Engineering DJsposi, tion....l_Ilobl Tag Applied . _ _ _ . _ _ . . d p
17. It[POHI ED OY DATE q 18. VALIDAT E AT " " ' ' " ' ' * " " ' * " ' "
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)bOU TING V Y f/N3 23 % TO FIELD ENGINEf f tt M 7'f) ( O TO OTHEHS (SFECIFY)WeM lH tV g /!? ,fr/ Wil
~~22. ( b Field Engmeeting Disposition ( ) Field Engineering HecommendrJ Disposition ed 'rotect Engmeenne l'~~
~~h 91d.engingerin1 performed severa1. sample __ grout._ tests _.(see_ attached~~
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fi e la enginee r 's_ report , L and .MMX1x _ be Lieve .this Lo be_ an_ isolated _cas e . JWit> ' - ufd 6 __The .above M menti no 1 condi). ions .wil.1. be_ reworked _to meet _ specificati > ft ? c-306. ( 7,/ff . _ _ _ _ __ _ _ _ _ _ onJ N//k t & l/Jpil // d/J4ji/ltfU/lld[<6 i lt m __._ _ _ _ ____.. _ _23. PHOJEC T ENGINEEHING DISPOSITION _ _ _ __ _ _-- _ __ _ _ _ . _ _ _ _ _ . _ _ . . . . _ _ _ _ _ . _ . _ . _ _ _ . _ _ _ __ [D [ ' f/;
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ML19241A599

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