ML15030A283

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Table 01, Well Construction Details
ML15030A283
Person / Time
Site: Salem  PSEG icon.png
Issue date: 09/22/2014
From:
ARCADIS U.S.
To:
Office of Nuclear Reactor Regulation, Public Service Enterprise Group
Shared Package
ML15030A230 List:
References
NP000571.2014
Download: ML15030A283 (3)
v • d • e


Text

Table 01. Well Construction Details, PSEG Nuclear, LLC, Salem Generating Station, Hancocks Bridge, New Jersey Installation Construction Diameter Total Depth Monitoring Monitored MP MP Northing Easting Well ID Date Details (inches) (feet bgs) Interval Hydrogeologic Elevation Elevation (NAD 83) (NAD 83)

(feet bgs) Unit (feet RPD) (feet amsl)

Well K Feb-03 Sch-40 PVC 2 80.0 70.0 - 80.0 Vincentown1 102.00 12.08 231,435 199,697 Well L Jan-03 Sch-40 PVC 2 80.0 70.0 - 80.0 Vincentown1 101.46 11.54 230,933 199,263 Well M May-03 Sch-40 PVC 1 20.0 10.0 - 20.0 Cofferdam2 102.17 12.25 230,843 199,546 2

Well N Jan-03 Sch-40 PVC 2 20.0 10.0 - 20.0 Cofferdam 101.65 11.73 230,777 199,661 Well O Jan-03 Sch-40 PVC 2 20.0 10.0 - 20.0 Cofferdam2 101.33 11.41 230,804 199,839 Well P Mar-03 Sch-40 PVC 2 80.0 70.0 - 80.0 Vincentown1 101.13 11.21 230,336 200,000 Well Q Mar-03 Sch-40 PVC 2 80.0 70.0 - 80.0 Vincentown1 106.59 16.67 230,645 201,196 Well R Jun-03 Sch-40 PVC 1 19.0 9.0 - 19.0 Cofferdam2 102.35 12.43 230,906 199,640 4 3 Well S May-03 Sch-40 PVC 2 34.7 24.7 - 34.7 Shallow 99.04 9.12 230,711 199,613 Well T Jun-03 Sch-40 PVC 2 31.2 21.2 - 31.2 Shallow3 104.13 14.21 231,575 199,575 Well U 5 3

May-03 Sch-40 PVC 2 32.2 27.2 - 32.2 Shallow 101.46 11.54 231,369 199,618 Well V 5 1

Jun-03 Sch-40 PVC 2 79.5 69.5 - 79.5 Vincentown 101.72 11.80 231,360 199,650 5 3 Well W Jun-03 Sch-40 PVC 2 35.0 25.0 - 35.0 Shallow 98.49 8.57 230,777 199,449 Well Y Sep-03 Sch-40 PVC 2 37.0 27.0 - 37.0 Shallow3 101.81 11.89 230,771 199,343 Well Z Sep-03 Sch-40 PVC 2 37.5 27.5 - 37.5 Shallow3 101.86 11.94 230,681 199,399 Well AA 4 Sep-03 Sch-40 PVC 2 36.0 26.0 - 36.0 Shallow3 99.07 9.15 230,603 199,541 1

Well AA-V May-13 Sch-40 PVC 2 85.0 75.0 - 85.0 Vincentown 100.80 10.88 230,599 199,552 4 3 Well AB Oct-03 Sch-40 PVC 2 42.0 32.0- 42.0 Shallow 98.93 9.01 230,623 199,677 4

Well AC Sep-03 Sch-40 PVC 2 24.0 14.0 - 24.0 Cofferdam2 98.77 8.85 230,724 199,725 4

Well AD Oct-03 Sch-40 PVC 6 43.0 33.0 - 43.0 Shallow3 98.99 9.07 230,684 199,607 2

Well AE Oct-03 Sch-40 PVC 2 27.5 17.5 - 27.5 Cofferdam 101.54 11.62 230,829 199,845 3

Well AF Oct-03 Sch-40 PVC 2 45.0 35.0 - 45.0 Shallow 101.61 11.69 230,491 199,702 3

Well AG-Shallow Feb-04 Sch-40 PVC 1 24.2 14.2 - 24.2 Shallow 99.29 9.37 230,496 199,508 3

Well AG-Deep Feb-04 Sch-40 PVC 1 40.0 30.0 - 40.0 Shallow 99.20 9.28 230,496 199,508 3

Well AH-Shallow Feb-04 Sch-40 PVC 1 24.5 14.5 - 24.5 Shallow 102.58 12.66 230,450 199,596 3

Well AH-Deep Feb-04 Sch-40 PVC 1 40.0 30.0 - 40.0 Shallow 102.70 12.78 230,450 199,596 Notes:

MP Measuring Point bgs Below ground surface RPD Relative to plant datum amsl Above mean sea level (NAVD 1988) 1 Monitoring well is screened in the Vincentown Formation.

2 Monitoring well is screened in the shallow, water-bearing unit at a location within the limits of the cofferdam.

3 Monitoring well is screened in the shallow, water-bearing unit at a location outside the limits of the cofferdam.

4 The surface completions of Monitoring Wells S, AA, AB, AC, and AD were converted from above-grade to flush-grade in February 2004.

5 Monitoring Wells BB, BF, BG, BW, BX, CA, DA, U, V, and W were surveyed in July/August 2013 following retrofitting or repair activities.

Page 1 of 3

Table 01. Well Construction Details, PSEG Nuclear, LLC, Salem Generating Station, Hancocks Bridge, New Jersey Installation Construction Diameter Total Depth Monitoring Monitored MP MP Northing Easting Well ID Date Details (inches) (feet bgs) Interval Hydrogeologic Elevation Elevation (NAD 83) (NAD 83)

(feet bgs) Unit (feet RPD) (feet amsl)

Well AI Jan-04 Sch-40 PVC 4 22.0 12.0 - 22.0 Cofferdam2 98.79 8.87 230,798 199,521 3

Well AJ Jan-04 Sch-40 PVC 4 35.3 15.3 - 35.3 Shallow 98.85 8.93 230,670 199,665 3

Well AL Jan-04 Sch-40 PVC 2 25.3 15.3 - 25.3 Shallow 99.13 9.21 230,594 199,806 2

Well AM Jan-04 Sch-40 PVC 4 20.9 10.9 - 20.9 Cofferdam 98.55 8.63 230,762 199,680 2

Well AN Jun-04 Sch-40 PVC 4 25.0 10.0 - 25.0 Cofferdam 98.76 8.84 230,727 199,735 2

Well AO Jun-04 Sch-40 PVC 4 21.0 11.0 - 21.0 Cofferdam 98.82 8.90 230,765 199,556 3

Well AP Jun-04 Sch-40 PVC 4 40.0 15.0 - 40.0 Shallow 98.65 8.73 230,694 199,464 3

Well AQ Jun-04 Sch-40 PVC 4 45.0 20.0 - 45.0 Shallow 99.05 9.13 230,526 199,540 3

Well AR Jun-04 Sch-40 PVC 4 43.0 18.0 - 43.0 Shallow 99.22 9.30 230,622 199,626 3

Well AS Jun-04 Sch-40 PVC 4 41.5 16.5 - 41.5 Shallow 99.44 9.52 230,566 199,604 3

Well AT Jun-04 Sch-40 PVC 4 44.0 19.0 - 44.0 Shallow 99.25 9.33 230,546 199,566 3

Well BA May-06 Sch-40 PVC 4 39.5 29.5 - 39.5 Shallow 101.07 11.15 230,320 199,984 5

Well BB May-06 Sch-40 PVC 4 47.0 37.0 - 47.0 Shallow3 102.18 12.26 230,306 199,606 3

Well BC May-06 Sch-40 PVC 4 38.0 28.0 - 38.0 Shallow 98.78 8.86 230,850 199,318 3

Well BD May-06 Sch-40 PVC 4 40.5 30.5 - 40.5 Shallow 98.78 8.86 231,097 199,380 3

Well BE May-06 Sch-40 PVC 4 37.0 27.0 - 37.0 Shallow 98.31 8.39 231,128 199,296 5 3 Well BF May-06 Sch-40 PVC 4 42.0 32.0 - 42.0 Shallow 101.45 11.53 231,301 199,322 5

Well BG May-06 Sch-40 PVC 4 37.0 27.0 - 37.0 Shallow3 103.34 13.42 231,829 199,212 3

Well BH May-06 Sch-40 PVC 4 37.0 27.0 - 37.0 Shallow 101.16 11.24 231,883 198,740 3

Well BI May-06 Sch-40 PVC 4 37.0 27.0 - 37.0 Shallow 103.07 13.15 232,221 198,974 3

Well BJ May-06 Sch-40 PVC 4 38.0 28.0 - 38.0 Shallow 102.97 13.05 232,091 198,234 3

Well BK May-06 Sch-40 PVC 4 38.5 28.5 - 38.5 Shallow 101.42 11.50 232,291 198,537 Well BL May-06 Sch-40 PVC 4 37.0 27.0 - 37.0 Shallow3 102.69 12.77 232,615 198,370 Notes:

MP Measuring point bgs Below ground surface RPD Relative to plant datum amsl Above mean sea level (NAVD 1988) 1 Monitoring well is screened in the Vincentown Formation.

2 Monitoring well is screened in the shallow, water-bearing unit at a location within the limits of the cofferdam.

3 Monitoring well is screened in the shallow, water-bearing unit at a location outside the limits of the cofferdam.

4 The surface completions of Monitoring Wells S, AA, AB, AC, and AD were converted from above-grade to flush-grade in February 2004.

5 Monitoring Wells BB, BF, BG, BW, BX, CA, DA, U, V, and W were surveyed in July/August 2013 following retrofitting or repair activities.

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Table 01. Well Construction Details, PSEG Nuclear, LLC, Salem Generating Station, Hancocks Bridge, New Jersey Installation Construction Diameter Total Depth Monitoring Monitored MP MP Northing Easting Well ID Date Details (inches) (feet bgs) Interval Hydrogeologic Elevation Elevation (NAD 83) (NAD 83)

(feet bgs) Unit (feet RPD) (feet amsl)

Well BM May-06 Sch-40 PVC 4 37.5 27.5 - 37.5 Shallow3 102.75 12.83 232,652 198,916 Well BN May-06 Sch-40 PVC 4 12.5 7.5 - 12.5 Shallow3 102.64 12.72 233,006 198,868 Well BO May-06 Sch-40 PVC 4 35.0 25.0 - 35.0 Shallow3 97.98 8.06 233,273 198,363 3

Well BP May-06 Sch-40 PVC 4 38.0 28.0 - 38.0 Shallow 99.06 9.14 233,572 198,010 Well BQ May-06 Sch-40 PVC 4 42.0 32.0 - 42.0 Shallow3 105.62 15.70 233,394 198,939 Well BR May-06 Sch-40 PVC 4 40.5 30.5 - 40.5 Shallow3 104.28 14.36 234,004 198,711 Well BS May-06 Sch-40 PVC 4 35.0 25.0 - 35.0 Shallow3 100.55 10.63 234,137 200,475 Well BT May-06 Sch-40 PVC 4 38.5 28.5 - 38.5 Shallow3 99.60 9.68 232,909 199,958 3

Well BU May-06 Sch-40 PVC 4 36.0 26.0 - 36.0 Shallow 100.16 10.24 231,883 200,236 Well BW 5 Dec-06 Sch-40 PVC 1 10.0 5.0 - 10.0 Shallow 3

101.62 11.70 231,562 199,892 Well BX5 3

Dec-06 Sch-40 PVC 1 10.0 5.0 - 10.0 Shallow 101.79 11.87 231,581 199,874 Well BY Nov-10 Sch-40 PVC 4 40.0 35.0 - 40.0 Shallow3 103.36 13.44 232,848 199,567 3

Well BZ Nov-10 Sch-40 PVC 4 36.0 31.0 - 36.0 Shallow 104.29 14.37 232,214 199,310 Well CA 5 3

Dec-06 Sch-40 PVC 4 38.0 28.0 - 38.0 Shallow 101.96 12.04 231,317 199,789 Well CB 6 1

Dec-06 Sch-40 PVC 2 80.0 70.0 - 80.0 Vincentown 98.98 9.06 231,328 199,787 Well DA 5 2

Nov-10 Sch-40 PVC 4 17.0 12.0 - 17.0 Cofferdam 99.04 9.12 231,092 199,562 2

Well DB Nov-10 Sch-40 PVC 4 21.0 16.0 - 21.0 Cofferdam 101.69 11.77 231,154 199,519 Well DC Nov-10 Sch-40 PVC 4 22.0 17.0 - 22.0 Cofferdam2 100.90 10.98 231,224 199,675 Well DD Nov-10 Sch-40 PVC 4 19.0 14.0 - 19.0 Cofferdam2 101.23 11.31 231,164 199,584 Well DE Nov-10 Sch-40 PVC 4 18.0 13.0 - 18.0 Cofferdam2 101.43 11.51 231,199 199,642 Well DF Nov-10 Sch-40 PVC 4 19.0 14.0 - 19.0 Cofferdam2 101.32 11.40 231,248 199,694 Well DG Nov-10 Sch-40 PVC 2 13.5 11.5 - 13.5 Cofferdam2 98.98 9.06 231,116 199,493 Well DH Oct-10 Sch-40 PVC 4 21.0 16.0 - 21.0 Cofferdam2 101.54 11.62 231,225 199,794 Well DI Oct-10 Sch-40 PVC 4 18.0 13.0 - 18.0 Cofferdam2 101.64 11.72 231,199 199,815 2

Well DJ Oct-10 Sch-40 PVC 2 11.0 6.0 - 11.0 Cofferdam 99.03 9.11 231,137 199,830 Notes:

MP Measuring point bgs Below ground surface RPD Relative to plant datum amsl Above mean sea level (NAVD 1988) 1 Monitoring well is screened in the Vincentown Formation.

2 Monitoring well is screened in the shallow, water-bearing unit at a location within the limits of the cofferdam.

3 Monitoring well is screened in the shallow, water-bearing unit at a location outside the limits of the cofferdam.

4 The surface completions of Monitoring Wells S, AA, AB, AC, and AD were converted from above-grade to flush-grade in February 2004.

5 Monitoring Wells BB, BF, BG, BW, BX, CA, DA, U, V, and W were surveyed in July/August 2013 following retrofitting or repair activities.

6 Monitoring well CB was abandoned in May 2013.

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