ML15030A283
| ML15030A283 | |
| Person / Time | |
|---|---|
| Site: | Salem  |
| 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) | |
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 Well N Jan-03 Sch-40 PVC 2
20.0 10.0 - 20.0 Cofferdam2 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 Well S4 May-03 Sch-40 PVC 2
34.7 24.7 - 34.7 Shallow3 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 U5 May-03 Sch-40 PVC 2
32.2 27.2 - 32.2 Shallow3 101.46 11.54 231,369 199,618 Well V5 Jun-03 Sch-40 PVC 2
79.5 69.5 - 79.5 Vincentown1 101.72 11.80 231,360 199,650 Well W 5 Jun-03 Sch-40 PVC 2
35.0 25.0 - 35.0 Shallow3 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 AA4 Sep-03 Sch-40 PVC 2
36.0 26.0 - 36.0 Shallow3 99.07 9.15 230,603 199,541 Well AA-V May-13 Sch-40 PVC 2
85.0 75.0 - 85.0 Vincentown1 100.80 10.88 230,599 199,552 Well AB4 Oct-03 Sch-40 PVC 2
42.0 32.0- 42.0 Shallow3 98.93 9.01 230,623 199,677 Well AC4 Sep-03 Sch-40 PVC 2
24.0 14.0 - 24.0 Cofferdam2 98.77 8.85 230,724 199,725 Well AD4 Oct-03 Sch-40 PVC 6
43.0 33.0 - 43.0 Shallow3 98.99 9.07 230,684 199,607 Well AE Oct-03 Sch-40 PVC 2
27.5 17.5 - 27.5 Cofferdam2 101.54 11.62 230,829 199,845 Well AF Oct-03 Sch-40 PVC 2
45.0 35.0 - 45.0 Shallow3 101.61 11.69 230,491 199,702 Well AG-Shallow Feb-04 Sch-40 PVC 1
24.2 14.2 - 24.2 Shallow3 99.29 9.37 230,496 199,508 Well AG-Deep Feb-04 Sch-40 PVC 1
40.0 30.0 - 40.0 Shallow3 99.20 9.28 230,496 199,508 Well AH-Shallow Feb-04 Sch-40 PVC 1
24.5 14.5 - 24.5 Shallow3 102.58 12.66 230,450 199,596 Well AH-Deep Feb-04 Sch-40 PVC 1
40.0 30.0 - 40.0 Shallow3 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 Well AJ Jan-04 Sch-40 PVC 4
35.3 15.3 - 35.3 Shallow3 98.85 8.93 230,670 199,665 Well AL Jan-04 Sch-40 PVC 2
25.3 15.3 - 25.3 Shallow3 99.13 9.21 230,594 199,806 Well AM Jan-04 Sch-40 PVC 4
20.9 10.9 - 20.9 Cofferdam2 98.55 8.63 230,762 199,680 Well AN Jun-04 Sch-40 PVC 4
25.0 10.0 - 25.0 Cofferdam2 98.76 8.84 230,727 199,735 Well AO Jun-04 Sch-40 PVC 4
21.0 11.0 - 21.0 Cofferdam2 98.82 8.90 230,765 199,556 Well AP Jun-04 Sch-40 PVC 4
40.0 15.0 - 40.0 Shallow3 98.65 8.73 230,694 199,464 Well AQ Jun-04 Sch-40 PVC 4
45.0 20.0 - 45.0 Shallow3 99.05 9.13 230,526 199,540 Well AR Jun-04 Sch-40 PVC 4
43.0 18.0 - 43.0 Shallow3 99.22 9.30 230,622 199,626 Well AS Jun-04 Sch-40 PVC 4
41.5 16.5 - 41.5 Shallow3 99.44 9.52 230,566 199,604 Well AT Jun-04 Sch-40 PVC 4
44.0 19.0 - 44.0 Shallow3 99.25 9.33 230,546 199,566 Well BA May-06 Sch-40 PVC 4
39.5 29.5 - 39.5 Shallow3 101.07 11.15 230,320 199,984 Well BB5 May-06 Sch-40 PVC 4
47.0 37.0 - 47.0 Shallow3 102.18 12.26 230,306 199,606 Well BC May-06 Sch-40 PVC 4
38.0 28.0 - 38.0 Shallow3 98.78 8.86 230,850 199,318 Well BD May-06 Sch-40 PVC 4
40.5 30.5 - 40.5 Shallow3 98.78 8.86 231,097 199,380 Well BE May-06 Sch-40 PVC 4
37.0 27.0 - 37.0 Shallow3 98.31 8.39 231,128 199,296 Well BF5 May-06 Sch-40 PVC 4
42.0 32.0 - 42.0 Shallow3 101.45 11.53 231,301 199,322 Well BG5 May-06 Sch-40 PVC 4
37.0 27.0 - 37.0 Shallow3 103.34 13.42 231,829 199,212 Well BH May-06 Sch-40 PVC 4
37.0 27.0 - 37.0 Shallow3 101.16 11.24 231,883 198,740 Well BI May-06 Sch-40 PVC 4
37.0 27.0 - 37.0 Shallow3 103.07 13.15 232,221 198,974 Well BJ May-06 Sch-40 PVC 4
38.0 28.0 - 38.0 Shallow3 102.97 13.05 232,091 198,234 Well BK May-06 Sch-40 PVC 4
38.5 28.5 - 38.5 Shallow3 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.
Page 2 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 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 Well BP May-06 Sch-40 PVC 4
38.0 28.0 - 38.0 Shallow3 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 Well BU May-06 Sch-40 PVC 4
36.0 26.0 - 36.0 Shallow3 100.16 10.24 231,883 200,236 Well BW 5 Dec-06 Sch-40 PVC 1
10.0 5.0 - 10.0 Shallow3 101.62 11.70 231,562 199,892 Well BX5 Dec-06 Sch-40 PVC 1
10.0 5.0 - 10.0 Shallow3 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 Well BZ Nov-10 Sch-40 PVC 4
36.0 31.0 - 36.0 Shallow3 104.29 14.37 232,214 199,310 Well CA5 Dec-06 Sch-40 PVC 4
38.0 28.0 - 38.0 Shallow3 101.96 12.04 231,317 199,789 Well CB6 Dec-06 Sch-40 PVC 2
80.0 70.0 - 80.0 Vincentown1 98.98 9.06 231,328 199,787 Well DA5 Nov-10 Sch-40 PVC 4
17.0 12.0 - 17.0 Cofferdam2 99.04 9.12 231,092 199,562 Well DB Nov-10 Sch-40 PVC 4
21.0 16.0 - 21.0 Cofferdam2 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 Well DJ Oct-10 Sch-40 PVC 2
11.0 6.0 - 11.0 Cofferdam2 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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