ML19263C378

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Files Updated Piezometer & Settlement Readings for Svc Water Pumphouse & Intake Structure
ML19263C378
Person / Time
Site: Summer South Carolina Electric & Gas Company icon.png
Issue date: 02/13/1979
From: Crews E
SOUTH CAROLINA ELECTRIC & GAS CO.
To: Harold Denton
Office of Nuclear Reactor Regulation
References
NUDOCS 7902220045
Download: ML19263C378 (12)
v • d • e


Text

{{#Wiki_filter:. Sours CAROLINA ELECTRIC & GAS COMPANY nose orrece som re. CotuMaiA, south CAROLINA 29288 E. H. Ca tw s, J R. Vicg-Persior,r a=1 Geove Executive February 13, 1979 Eno..gnano ano Constnucnoer Mr. IIarold R. Denton, Director Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, D. C. 20555

Subject:

Virgil C. Summer Nuclear Station Docket No. 50-395 Update for Report No. 2 Service Water Intake Structure Settlement Effects and Related Work

Dear Mr. Denton:

South Carolina Electric & Gas Company, acting for itself and as agent for South Carolina Public Service Authority, herewith files forty-three (43) copies of updated piezometer and settlement readings for the service water pumphouse and intake structure. This transmittal is issued as an update to the report entitled " Report No. 2, Service Water Intake Structure Settlement Effect and Related Work" which was submitted to NRC on July 10, 1978. The mat al submitted contains three (3) signed ori-ginal transmittal letters d fo ty (40) conformed copies thereof. V ry t y yours, E. Jr. f.IIC: rh cc: II. T. Babb G. II. Fischer W. C. Pascher W. A. Williams, Jr. W. S. Murphy T. B. Conner, Jr. B. A. Bursey NPCF/Dixon File 7 90 2 2 2 0 6 VS

.m S,'2 "Ge"gg Woodward Clyde Consultants Pennsylvania 19462 215-a25-30% February 8, 1979 Telex 846-343 South Carolina Electric & Gas Company Post Office Box 764 Columbia, South Carolina 29218 Attention: Mr. Robert Whorton Re: Piezometer and Settlement Readings, Update No. 2 Service Water Pumphouse and Intake Structure Virgil C. Summer Nucl ar Station Gentlemen: Enclosed herewith are tables and figures which update the piezometer and settlement readings of the Service dater Intake Structure and Pumphouse through January 31, 1979. These tables ans figures, which supplement Report No. 2, Settlement Effects and Related Work, dated June 28, 1978, and our previous update of October 23, 1978, include the following: Table 3A: Summary of Service Water Pumphouse Settlement Readings (2 sheets) Table 10A: Settlement Readings, Service Water Intake Struc-ture Masts Table ll: West Embankment Piezometer Data Table 12: West Embankment Settlement Monument Data Figure 9A: Settlement Monitoring Data, Service Water Pumphouse Figure 24: Survey Mast Monitoring Data, Service Water Intake Structure Figure 25: Piezometer Location Plan and Profiles Figure 26: West Embankment Piezometer Data Consu:t ng Eng.neers Geolog:sts and Enuronmental Sc.entists Offces in Other Pnnopal Cit es

'Noodward Clyde Consultants South Carolina Electric & Gas Company February 8, 1979 Page two The settlement da ta indicate that after some ini-tial downward movement due to filling the Service W-ter Pond in February and March, 1978, the Pumphouse rebounded about 0.5 to 0.6 inches f rom March through August, 1978, since which time movement has essentially ceased. The monitoring masts indicate that the Intake Structure also rebounded about 0.5 to 0.6 inches between March and July, 1978, and rebounded an additional approx-imately 0.1 to 0.2 inches between July and November, 1978. The Intake Structure movement appears to have essentially ceased since November, 1978. The piezometer data indicate that the groundwater level within the West Embankment continuer to rise in response to the filling of Monticello Reservoir and the Service Water Pond. At the present rate, it appears that an additional 6 to 12 months, or more, will be required before equilibrium condi-tions are obtained. Table 12 is a new table which provides the vertical movement of monuments installed adjacent to each Wes t Embank-ment Piezometer. The da ta obtained thus far is sparse but it appears tha t the embankment surface is generally rising slightly, as expected, consistent with the rising piezometric levels. If we may provide any additional information, please do not hesitate to contact us. Very truly yours, WOODWARD-CLYDE CONSULTANTS ++/ Mv Frank S.

Waller, P.E.

Principal AnD/PSW/p Enclosures (75 copies) cc: Mr. James L. Harris (8) Dr. M. Ayub Iqbal Mr. James E. Lisney Dr. Arthur H. Dvinoff Master File 6.9

TABLE 3A (SHEET 1 0F 2)

SUMMARY

OF SERVICE WATER DUMPHOUSE SETTLEMENT READINGS APPROXIMATE MEASURED SETTLEMENT (inches) DATE FILL CONCRETE A B C D ELEVATION ELEVATION 6/07/78 435 459 11.988 11.352 12.336 13.128 6/14/78 435 459 12.036 11.412 12.408 13.188 6/ 21/78 435 e.59 12.000 11.304 12.324 13.104 6/28/78 435 459 12.024 11.412 12.444 13.164 7/05/78 435 459 11.976 11.424 12.408 13.104 7/12/78 435 459 11.964 11.340 12.360 13.092 7/19/78 435 459 11.976 11.364 12.336 13.044 7/26/78 435 459 12.048 11.412 12.396 13.104 8/02/78 435 459 12.048 11.388 12.372 13.080 8/09/78 435 459 11.916 11.316 12.312 13.008 8/16/78 435 459 11.976 11.376 12.372 13.068 8/23/78 435 459 11.964 11.256 12.240 13.056 8/28/78 435 459 11.964 11.376 12.360 13.068 8/30/78 435 459 11.940 11.376 12.324 13.032 8/31/78 435 459 11.916 11.328 12.300 13.020 9/05/78 435 459 11.988 11.364 12.360 13.092 9/07/78 435 459 i2.000 11.340 12.336 13.068 9/11/78 435 459 11.880 11.268 12.288 12.996 9/14/78 435 459 11.940 11.304 12.288 13.056 9/18/78 435 459 11.928 11.328 12.300 13.020 9/19/78 435 459 11.916 11.316 12.312 13.008 9/ 21/78 435 459 11.940 11.340 12.312 13.056 9/27/78 43; 459 11.964 11.304 12.276 13.068 10/04/78 435 459 11.976 11.376 12.360 13.080 10/11/78 435 459 11.952 11.376 12.360 13.080

TABLE 3A (SHEET 2 0F 2)

SUMMARY

OF SERVICE WATER PUMPHOUSE SETTLEMENT READINGS APPR0XIMATE MEASURED SETTLEMENT (inches) DATE FILL CONCRETE A B C D ELEVATION ELEVATION 10/18/78 435 459 11.964 11.376 12.336 13.014 10/25/73 435 459 11.952 11.352 12.348 13.068 11/01/78 435 459 11.928 11.292 12.276 13.056 11/08/78 435 459 11.892 11.340 12.324 13.080 11/15/78 435 459 11.916 11.304 12.324 13.128 11/22/78 435 459 11.892 11.328 12.324 13.008 11/29/78 435 459 11.892 11.304 12.312 13.032 12/06/78 435 459 11.976 11.364 12.384 13.176 12/13/78 435 459 11.940 11.424 12.432 13.068 12/20/78 435 459 11.940 11.376 12.396 13.092 12/27/78 435 459 01/03/79 435 459 11.856 11.400 12.396 13.068 01/10/79 435 459 11.940 11.436 l?.432 13.068 01/17/79 435 459 11.868 11.388 12.384 13.044 01/24/79 435 459 11.964 11.388 12.384 13.128 01/31/79 435 459 11.916 11.376 12.376 13.128 NOTE: Settlement points removed by construction activities between 12/20/78 and 12/27/78. New points installed on 12/28/78. Cummulative settlement af ter that date is added to settlement on 12/20/78.

TABLE 10A SETTLEMENT READINGS SERVICE WATER INTAKE STRUCTURE MASTS Elevation Settlement (inches) Date of Service Mast No.1 Mast No. 2 Mast No. 3 Water Pond 6/07/78 424.1 -0.02 -0.19 -0.29 6/14/78 423.8 0.01 -0.17 -0.24 6/21/78 422.6 -0.08 -0.25 -0.28 6/28/78 422.4 0.00 -0.17 -0.24 7/05/78 424.6 -0.05 -0.20 -0.30 7/12/78 422.6 -0.08 -0.24 -0.34 7/19/78 423.0 -0.01 -0.25 - 0. 31 7/26/78 422.4 0.01 -0.25 -0.28 8/02/78 422.6 ].01 -0.23 -0.28 8/09/78 422.7 -0.10 -0.34 -0.38 8/16/78 421.9 -0.08 -0.31 -0.37 8/23/78 421.0 -0.08 -0.35 -0.34 8/28/78 422.8 -0.05 -0.31 - 0.31 8/30/78 422.8 -0.08 -0.37 -0.35 8/31/78 422.2 -0.12 -0.36 -0.35 9/05/78 421.9 -0.06 -0.32 -0.30 9/07/78 421.7 -0.06 -0.32 -0.30 9/11/78 421.6 -0.12 -0.40 -0.38 9/14/78 421.4 -0.10 -0.38 -0.34 9/18/78 421.2 -0.12 -0.38 -0.37 9/19/78 421.1 -0.07 -0.35 -0.37 9/21/78 421.0 -0.11 -0.37 -0.32 9/27/78 420.9 -0.07 -0.35 -0. 31 10/04/78 420.9 -0.08 -0.37 -0.34 10/11/78 420.9 -0.05 -0.37 -0.35 10/18/78 420.6 -0.12 -0.38 -0.32 10/25/78 420.5 -0.10 -0.38 -0.37 11/01/78 420.7 -0.06 - 0. 38 -0.36 11/08/78 421.7 -0.15 -0.44 -0.41 11/15/78 420.2 -0.17 -0.46 -0.40 11/22/78 420.2 -0.11 -0.42 -0.42 11/29/78 419.2 -0.14 -0.46 -0.43 12/06/78 420.9 -0.12 -0.41 -0.35 12/13/78 419.1 -0.12 -0.43 -0.35 12/20/78 420.2 -0.10 -0.41 -0. 37 12/27/78 420.1 -0.19 -0.48 -0.41 01/03/79 420.2 -0.22 -0.50 -0.47 01/10/79 420.2 -0.12 -0.44 -0.37 01/17/79 420.2 -0.19 -0.56 -0.46 01/24/79 420.6 -0.10 -0.46 -0.41 01/31/79 420.6 -0.12 -0.43 -0.40

TABLE ll WEST EMBANKMENT PIEZOMETER DATA PIEZOMETER NUMBER WE-8 WE-9 WE-9A WE-10 WE-ll WE-12 WE-12A WE-13 TIP ELEVATION: 377.3 371.3 383.1 406.6 411.4 375.2 385.1 402.3 DATE ELEVATION OF WATER LEVEL 8/17/78 Dry 405.9 403.3 398.8 Dry 8/18/78 378.6 405.9 403.0 408.0 412.8 408.8 386.4 Dry 8/21/78 381.4 407.6 402.5 414.3 418.7 409.2 386.5 Dry 8/23/78 383.7 406.6 402.4 413.8 418.8 409.6 387.2 Dry 8/25/78 385.8 406.8 402.4 414.6 419.1 409.7 387.7 Dry 8/28/78 386.8 407.0 402.2 414.4 419.0 409.9 389.5 Dry 8/30/78 386.9 407.1 402.2 414.4 419.0 410.0 388.8 Dry 9/01/78 387.2 406.9 402.1 414.9 418.7 410.0 389.0 Dry 9/06/78 288.0 407.0 402.0 415.1 418.7 410.1 389.8 Dry 9/08/78 388.4 407.0 402.0 415.3 418.8 410.5 390.1 Dry 9/14/78 389.0 406.7 401.7 414.6 418.4 410.4 390.6 Dry 9/21/78 390.0 406.8 401.7 415.6 418.3 410.6 391.2 Dry 9/28/78 391.9 407.3 402.1 416.0 418.3 410.7 391.8 Dry 10/06/78 392.2 407.5 402.2 413.9 418.2 414.4 392.5 Dry 10/12/78 393.0 407.5 402.1 416.3 418.1 411.1 392.9 Dry 10/19/78 394.0 407.6 402.0 416.4 418.0 411.2 393.3 Dry 10/26/78 390.0 407.8 402.3 416.0 417.9 411.0 393.6 Dry 11/06/78 396.2 407.9 402.5 416.5 417.6 411.3 394.5 Dry 12/05/78 399.2 408.7 402.6 416.9 417.4 412.1 396.3 Dry 1/05/79 402.0 408.2 402.2 417.3 417.0 411.7 397.5 Dry 1/30/79 404.6 409.6 403.2 417.5 418.5 412.9 399.5 404.0 9

TABLE 12 WEST EMBANKMENT SETTLEMENT MONUMENT DATA MEASURED SETTLEMENT (inches) DATE WE-8 WE-9 Wfi-10 WE-ll WE-12 WE-12A WE-13 9/27/78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11/01/78 0.28 0.02 -0.04 0.07 0.08 0.07 0.02 11/08/78 0.22 0.06 0.02 0.07 0.07 0.07 0.04 12/06/78 0.28 0.02 -0.01 0.04 -0.06 -0.10 -0.05 1/03/79 0.29 0.02 -0.05 0.00 -0.19 -0.30 -0.13 1/30/79 0.35 -0.04 -0.02 0.05 -0.19 -0.22 -0.07 NOTE: Negative readings signify heave as opposed to settlement

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