ML031470590
| ML031470590 | |
| Person / Time | |
|---|---|
| Site: | Yankee Rowe |
| Issue date: | 05/19/2003 |
| From: | Framatome ANP |
| To: | NRC/FSME |
| References | |
| -RFPFR DESD-TD-YR-02-001, Rev 1 | |
| Download: ML031470590 (103) | |
Text
DESD-TD-YR-02-001 Rev. 0 Attachment 1: Page I of 3 Site Ground Water Data Collection for YNPS Decommissioning Attachment 1 Radiological Profiles of Surface Soil
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,. I' . 1-Attachment I Distribution of Cobalt 60 with Depth, (pCi/kg wet)
Depth TS-155 TS-158 TS-171 (Beside WHT Moat) (Storage Area) (Under VC)
Asphalt --- 183 414 0-2" 18,600 9880 264 2-4" 5290 8880 < 99 4.6" 1270 866 <93 6-8" 201 17.5 137 8-10" 95 201 < 104 10-12" 215 124 <98 12-14" <96 781 14-16" <45 Distribution of Silver-108M with Depth, (pCi/kg wet)
Depth TS-155 TS-158 TS-171 (Beside WHT Moat) (Storage Area) (Under VC)
Asphalt - <56 <55 0-2" 37,400 20,600 <66 2-4" 5030 3940 <44 4-6" 1100 149 < 51 6-8" 425 <61 <52 8-10' 187 <59 <51 10-12" 157 226 < 42 12-14" <61 <53 14-16" <60 Ground Water Data for YNPS Decommissioning DESD-YR-02-001 Rev. 0 Attachment 1: Page 2 of 3
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Atachment 1 Distribution of Cesium-137 with Depth, (pCi/kg wet)
Depth TS-155 TS-158 TS-171 (Beside WHT Moat) (Storage Area) (Under VC)
Asphalt -- 428 582 0-2" 18,400 7780 1490 2-4" 6070 9970 173 4-6" 1200 1660 84 6-8" 263 515 87 8-10" 115 336 < 87 10-12" < 105 167 < 81 12-14" 145 251 14-16" _ < 79 _
Ground Water Data for YNPS Decommissioning DESD-YR-02-001 Rev. 0 Attachment 1: Page 3 of 3
DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page I of 34 Site Ground Water Data Collection for YNPS Decommissioning Attachment 2. H-3 Well Graphs
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DESD-TD-YR-02-001 Rev. 0 Site Ground Water Data Collection for YNPS Decommissioning Attachment 2: Page 2 of 34 Sherman Spring REMP: 6-Month Averages 10000000 1000000 100000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 3 of 34 Site Ground Water Data Collection for YNPS Decommissioning Sherman Spring REMP Data: H-3 1200 0
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 5 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-1: H-3 9000 Legend
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 6 of 34 Site Ground Water Data Collection for YNPS Decommissioning CBw2: H-3 4000 3000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 8 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-4: H-3 900 1-J 600 0 300 0.
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DESD-TD-YR02-001 Rev. 0 Attachment 2: Page 9 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-5: H-3 2000 Legend Filled Symbols <MDC Open Symbols <MDC Error Bars 2 sigma _
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 10 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-6: H-3 Legend I 2500 Filled Symbols <MDC Open Symbols <MDC Error Bars 2 sT.qma 1500
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DESD-TD-YR02-001 Rev. 0 Attachment 2: Page I I of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-7: H-3 2000 Legend Filled Symbols <MDC
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 13 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-9: H-3 9000 7000 m-j 5000 C,
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 15 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-11A: H-3 80000 Legend Filled Symbols <MDC 70000 Open Symbols <MDC Error Bars 2 sigma 60000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 16 of 34 Site Ground Water Data Collection for YNPS Decommissioning CB-12: H-3 1000 Legend Filled Symbols MDC T -__
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 17 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-1: H-3 2000 Legend Filled Symbols <MDC
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 18 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-2: H-3 2000 Legend Filled Symbols <MDC Open Symbols <MDC 1000 __________________________ -Error Bars 2 sigma (u
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 20 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-4: H-3 1000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 21 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-5: H-3 3000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 22 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-6: H-3 4000 3000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 24 of 34 Site Ground Water Data Collection for YNPS Decommissioning CWw8: H-3 3000 0
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 25 of 34 Site Ground Water Data Collection for YNPS Decommissioning CW-9: H-3 Legend 400 Filled Symbols <MDC Open Symbols MDCl Error Bars 2 sigma 6-0 200 IL 0
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DESD-TD-YR-02-001 Rev. 0 Atachment 2: Page 27 of 32 Site Ground Water Data Collection for YNPS Decommissioning CW-1 1: H-3 13000 11000
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 29 of 34 Site Ground Water Data Collection for YNPS Decommissioning MW-2: H-3 14000 Legend Filled Symbols <MDC i
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 30 of 34 Site Ground Water Data Collection for YNPS Decommissioning MW-3: H-3 3000 Legend
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DESD-TD-YR-02-001 Rev. 0 Attachment 2: Page 32 of 34 Site Ground Water Data Collection for YNPS Decommissioning MW-6: H-3 1000 .
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DESD-TD-YR-02-OO1 Rev. 0 Attachment 4: Page 33 of 34 Site Ground Water Data Collection for YNPS Decommissioning NSR-1: H-3 500 Legend
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DESD-TD-YR-02-001 Rev. 0 Attachment 4: Page 34 of 34 Site Ground Water Data Collection for YNPS Decommissioning OSR-1: H-3 1000 Legend Filled Symbols <MDC Open Symbols <MDC .
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DESD-TD-YR-02-001 Rev. 0 Attachment 3: Page 1 of 30 Site Ground Water Data Collection for YNPS Decommissioning Attachment 3 Monitoring Well Configuration Sketches
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 2 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION B-I New Fuel Vault DEPTH (ft)
L ground surface elevation: +1128.34 (1022.68) 0-18" deep covered metal riser pipe
-SK 4 in. dia schedule 40 PVC 10- riser pipe grout ground water 5' bentonite seal depth 18.1' _
20-filter pack sand 30 -
40 - 6" dia borehole Top of Bedrock 44 - \ 4 in. dia schedule 40 PVC slotted well screen 49.0' -
Borehole depth: 78.5' Sampled Subsurface Materials:
Bottom of well screen: 49.0' 0-8' Fill Top of well screen: 39.0' 8-44' Till 44'-78.5' Bedrock Top of filter sand: 23' Top of bentonite seal: 18' Contractor Guild Drilling Installation date: 12/30/77 Engineer: Dames & Moore
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 3 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-I N. of Fuel Building DEPTH (ft)
[ ground surface elevation: +1126.80 (1021.15) 0-16" deep road box metal cover 5-2.5 in. dia schedule 40 PVC riser pipe grout 10-ground water depth 11.7' 2' bentonite seal 15-
- filter pack sand K
20- 2.5 in. dia schedule 40 PVC
. slotted well screen 5" dia borehole 25-Sampled Subsurface Materials:
0-0.5' Asphalt Borehole depth: 25.5' 0.5-3.5' Fill Bottom of well screen: 25' 3.5'-1 3.5' Bouldery Till -
Top of well screen: 15' 13.5'-25.5' Till Top of filter sand: 14' Contractor: Guild Drilling Top of bentonite seal: 12' Engineer Yankee Atomic Installation date: 4126-27/93
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 4 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-2 N. of Office Building DEPTH (ft)
I T ground surface elevation: +1119.87 (1014.21) 0- -
16" deep road box metal cover 5-2.5 in. dia schedule 40 PVC riser pipe rl-,
grout 10-ground water depth 13.7' 2 1.5' bentonite seal 15-filter pack sand 20- 2.5 in. dia schedule 40 PVC slotted well screen 5" dia borehole Sampled Subsurface Materials:
0-0.5' Asphalt Borehole depth: 25' 0.5-15.5' Fill/Outwash Bottom of well screen: 24.5' 15.5'-25' Bouldery Till Top of well screen: 14.5' Top of filter sand: 13.5' Contractor: Guild Drilling Top of bentonite seal: 12' Engineer: Yankee Atomic Installation date: 4/20-21/93
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 5 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-3 E. of Fire Water Tank
- ground surface DEPTH (ft) elevation: +1139.97 (1034.31) 0-16" deep road box metal cover *grout 1' bentonite seal ground water 7
depth 4.2' 2.5 in. dia schedule 40 PVC 5 - riser pipe 10-slotted well screen 15-5" dia borehole Borehole depth: 15.0' Sampled Subsurface Materials:
Bottom of well screen: 13.0' 0-0.5' Asphalt Top of well screen: 3.0' 0.5-10' Silty Outwash Top of filter sand: 5.0' 10-15' Till Top of bentonite seal: 2' Contractor: Guild Drilling Installation date: 4/29/93 Engineer. Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 6 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-4 Old Septic Leaching Field
- Top of casing elevation: 1087.21 (981.55) ground surface DEPTH (ft) elevation: 1084.5 (978.8) 0-16" deep covered metal riser pipe 2.5 in. dia schedule 40 PVC 5- K riser pipe grout 1' bentonite seal 10 -
ground water V depth 11.3' filter pack sand 15-2.5 in. dia schedule 40 PVC slotted well screen 20- 5" dia borehole Borehole depth: 20.0' Sampled Subsurface Materials:
Bottom of well screen: 19.0' 0-0.5' Asphalt 0-2' Fill Top of well screen: 9.0' 2'-7'Sand Top of filter sand: 8.0' 7'-9' Gravel Top of bentonite seal: 7.0' 9-13' Sand 13-15' Gravel Installation date: 5/4-5/93 15-20' Alluvium Contractor: Guild Drilling Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 7 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-5 Southeast Construction Fill Area DEPTH (ft) ground surface elevation: 1070+-
0-24" deep metal riser box 10 - grout 2' bentonite seal 20-ground water V depth: 26' filter pack sand 30-40-2.5 'dia. schedule 40 PVC slotted well screen 50- 5" dia. borehole Sampled subsurface materials:
60- 0-0.2' Topsoil 0.2'-25' Fill Borehole depth: 60'6" 25'-60'6" Till Bottoms of well screen: 59' Top of well screens: 29' Contractor Guild Drilling Top of filter sand: 18' Engineer Yankee Atomic Top of bentonite seal: 16' Installation date: 9/9/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 8 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-6 Southeast of Sherman Dam Top of casing elevation: +1113.79 (1008.13)
DEPTH (ft) ## ground surface elevation: +1110.6 (1004.9)
K 0 -- -- -
i 24" deep metal riser box
\-~ grout 10 -
ll ground water 2' bentonite seal depth: 15' V B2 K filter pack sand 2.5 'dia. schedule 40 PVC slotted well screen 20 -
3/4 5" dia. borehole Sampled subsurface materials:
Borehole depth: 26' 0-0.2' Topsoil Bottom of well screen: 25' :@::: :*:::: 0.2'-20' Sand and gravel Top of well screen: 15'
- -o :..:.-:e:- 20'-26' Till Top of filter sand: 14' Contractor: Guild Drilling Top of bentonite seal: 12' Engineer Yankee Atomic Installation date: 9/13/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 9 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-7 PCA Warehouse near Waste Building floor surface DEPTH (ft) elevation: +1141.34 (1035.67) 0-Flush metal road box grout 1 bentonite seal 1' fine sand seal ground water depth: 10' 10 - V .ffilter pack sand 2.5 'dia. schedule 40 PVC slotted well screen 17 - 5" dia. borehole Well depth: 17' Sampled subsurface materials:
Bottom of well screen: 17' 0-1' Concrete Top of well screen: 7' V-6' Sand and Gravel Fill Top of filter sand: 5.5' 6-1 l'Boulder, Cobbles Top of fine sand seal: 4.5' Ill-1 TBoulders (Till?)
Top of bentonite seal: 3.5' Contractor Guild Drilling Engineer: Yankee Atomic Installation date: 1/7/97
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 10 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-8 Rad Storage Area East of Old PCA ground surface DEPTH (ft) elevation: +1140.83 (1035.17) 0-flush metal road box ground water depth: 5' V grout 1.5' bentonite seal 10 -
filter pack sand 5" dia. borehole 2.5 ' dia. schedule 40 PVC 20- slotted well screen Well depth: 19' Sampled subsurface materials:
Bottom of well screen: 19' 0-.5' Asphalt Top of well screen: 14' 0.5'-3' Sand fill (till?)
Top of filter sand: 13' 3'-1 9' Till Top of bentonite seal: 11.5' Contractor: Guild Drilling Engineer: Yankee Atomic Installation date: 9/20/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 11 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-9 Beneath VC Equipment Hatch
- ground surface DEPTH (ft) elevation: +1126.84 (1021.18) 0 -
Flush metal road box ground water
- grout depth: 8' V
10 - 1.5' bentonite seal
, filter pack sand 2.5 'dia. schedule 40 PVC 20 - slotted well screen 24 - s- 5" dia. borehole Well depth: 24' Sampled subsurface materials:
Bottom of well screen: 24' 0-2" Asphalt Top of well screen: 14' 2"-9.5' Sand fill Top of filter sand: 13' 9.5'-24' Till Top of bentonite seal: 11.5' Contractor Guild Drilling Engineer: Yankee Atomic Installation date: 9/19/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 12 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-10 NW. Comer of Ion Exchange Pit slab surface DEPTH (ft) elevation: +1127 (1021) 0_ -
grout ground water __
l bentonite seal depth 2.5' .
2.0 in. dia schedule 40 PVC 5 - riser pipe 5" dia borehole 10-2.0 in. dia schedule 40 PVC slotted well screen Borehole depth: 11.5' Sampled Subsurface Materials:
Bottom of well screen: 11.5' 0-1.5' Concrete 1.5-10' Brown silty gravelly Top of well screen: 6.5' widely-graded sand Top of filter sand: 5.5' Top of bentonite seal: 4.5' Installation date: 12/19/97 Contractor: Geosearch Engineer: Duke Engineering & Services
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 13 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB- IA PAB Pipe Trench
- Top of casing elevation: 1023.5 (1129)
DEPTH (ft)
L ground surface vation: 1020.5(1126) 0 16" deep covered metal riser pipe ground water Q depth 3'* -=
2.0 in. dia schedule 40 PVC 5 - KX riser pipe grout I' bentonite seal 10 -
filter pack sand 15 -
2.0 in. dia schedule 40 PVC slotted well screen 20 - 5" dia borehole
- Initial ground water depth +0.2 ft above floor Borehole depth: 20' Sampled Subsurface Materials:
0-1.5' Concrete Bottom of well screen: 19' 1.5-19.5' Brown silty gravelly Top of well screen: 9' widely-graded sand: loose Top of filter sand: 8' 19.5-20.0' Clayey silt Top of bentonite seal: 7' Installation date: 12/18/97 Contractor Geosearch Engineer: Duke Engineering & Services
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 14 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CB-12 NW Comer of Waste Disposal Building Ash Dewatering Pit floor slab surface DEPTH (ft) elevation: +1134.3 (1028.6) 0-I' bentonite seal depth 3.5' 5- 2.0 in. dia schedule 40 PVC slotted well screen 6-filter pack sand 5" dia borehole Borehole depth: 7' Sampled Subsurface Materials:
Bottom of well screen: 6.6' 0-0.5' Asphalt 0.5-10' Silty Outwash Top of well screen: 1.6' 10-15' Till Top of filter sand: 1.6' Top of bentonite seal: 0.6' Contractor: Geosearch Installation date: 12/10/97 Engineer: Duke Engineering & Services Installation date: 12/10/97
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 15 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-I N. of Diesel Generator Building DEPTH (ft)
I T ground surface elevation: +1126.49 (1020.83) 0- - -
16" deep road box metal cover 2.5 in. dia schedule 40 PVC 5- riser pipe ground water _
grout depth 7.2' 1' bentonite seal 10-filter pack sand 15 -
\
2.5 in. dia schedule 40 PVC slotted well screen 20- 4" dia borehole Borehole depth: 21.0' Inferred Subsurface Materials:
Bottom of well screen: 21.0' 0-0.5' Asphalt 0.5-12' Bouldery Till Top of well screen: 11.0' 12-21' Till Top of filter sand: 9.0' Top of bentonite seal: 8' Contractor Guild Drilling Installation date: 4/28/93 Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 16 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-2 N. of old SI Tank DEPTH (ft)
L ground surface evation: +1138.57 (1032.9) 0 -
16" deep road box metal cover I
2.5 in. dia schedule 40 PVC 5 - riser pipe grout 1' bentonite seal 10-ground water 2 depth 12.4' filter pack sand 15-2.5 in. dia schedule 40 PVC slotted well screen K5 e 20- 5" dia borehole Borehole depth: 21.0' Inferred Subsurface Materials:
Bottom of well screen: 20.0' 0-0.5' Asphalt 0.5-15' Fill/Outwash Top of well screen: 9.0' 15'-21Till Top of filter sand: 9.0' Top of bentonite seal: 8.0' Contractor: Guild Drilling -
Installation date: 4/29/93 Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 17 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-3 SE of Ion Exchange Pit DEPTH (ft)
L ground surface evation: 1140.20(1034.54) 0-16" deep road box metal cover 2.5 in. dia schedule 40 PVC 5- \ riser pipe
\ grout 1.5' bentonite seal ground water -
depth 8.3' 10-K filter pack sand 15-2.5 in. dia schedule 40 PVC slotted well screen 20- 5" dia borehole Borehole depth: 23.0' Inferred Subsurface Materials:
Bottom of well screen: 23.0' 0-0.5' Asphalt Top of well screen: 8.0' 0.5-7.5' Fill/Outwash 7.5-19' Till Top of filter sand: 7.0' 19-23' Bedrock Top of bentonite seal: 5.5' Installation date: 5/3/93 Contractor: Guild Drilling Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 18 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-4 Between PCA Storage Buildings ground surface DEPTH (ft) elevation: +1141.17 (1035.5) 0-grout 2.5 in. dia schedule 40 PVC 5 - riser pipe l bentonite seal ground waterV filter pack sand depth 7.7' 10-2.5 in. dia schedule 40 PVC slotted well screen 15-5" dia borehole Borehole depth: 17.0' Inferred Subsurface Materials:
Bottom of well screen: 17.0' 0-0.5' Asphalt Top of well screen: 7.0' 0.5-17' Till Top of filter sand: 5.0' Top of bentonite seal: 5' Contractor: Guild Drilling Installation date: 5/34/93 Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 19 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-5 S. of Service Building DEPTH (ft)
I T ground surface elevation: +1126.70 (1021.04) 0 -
'- 16" deep road box metal cover
\ 2.5 in. dia schedule 40 PVC nser pipe grout 5 -
I' bentonite seal ground water depth 8.1t Q2 10 -
K filter pack sand 15 -
2.5 in. dia schedule 40 PVC slotted well screen K5 e 20 - 5" dia borehole Borehole depth: 21.5' Inferred Subsurface Materials:
Bottom of well screen: 16.5' 0-0.5' Asphalt Top of well screen: 6.5' 0.5-12' Fil/Outwash 13'-21.5' Bedrock Top of filter sand: 5.5' Top of bentonite seal: 4.5' Contractor: Guild Drilling Installation date: 4/27/93 Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 20 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-6 W. of Turbine Building DEPTH (ft)
L ground surface elevation: +1124.44 (1018.78) 0 -
16" deep road box metal cover 5 -
K 2.5 in. dia schedule 40 PVC riser pipe
'K grout 10 -
2' bentonite seal ground water a depth 11.4'
\
filter pack sand 15 -
K 2.5 in. dia schedule 40 PVC slotted well screen 20-K 5" dia borehole Borehole depth: 24' Inferred Subsurface Materials:
Bottom of well screen: 22' 0-0.5' Asphalt Top of well screen: 12' 0.5-14' Fill/Outwash 12'-24'Till Top of filter sand: 11' Top of bentonite seal: 10' Contractor: Guild Drilling Installation date: 4/22-23/93 Engineer: Yankee Atomic
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 21 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-7 West of Service Building near former Used Oil UST ground surface DEPTH (ft) e vation: +1127.89 (1022.23) 0
\ - 16' metal road box grout 10 -
ground water 1'bentonite seal depth: 19' V k W Y1 filter pack sand 20 - I 2.5 'dia. schedule 40 PVC slotted well screen 5" dia. borehole Sampled subsurface materials:
30 - 0-5' Silt with sand 5'-6' Fine-grained sand Borehole depth: 31' 6'-8' Cobbles Bottom of well screen: 31' 8'-31' Till (top depth uncertain)
Top of well screen: 21' Top of filter sand: 20' Contractor Guild Drilling Top of bentonite seal: 19' Engineer Yankee Atomic Installation date: 9/13/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 22 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-8 Southwest Bay of Turbine Building r ground surface DEPTH (ft) / elevation: +1128.25 (1022.59) 0 Flush metal road box grout 10 1.5' bentonite seal filter pack sand ground water V depth: 18' - 2.5 'dia. schedule 40 PVC 20 slotted well screen 5" dia. borehole Well depth: 26' Sampled subsurface materials:
Bottom of well screen: 26' 0-1.4' Concrete Top of well screen: 16' 1.4'-5' Sand Top of filter sand: 14.5' 5'-10' Cobbles Top of bentonite seal: 13' 10'-26' Till (top depth uncertain)
Contractor Guild Drilling Engineer Yankee Atomic Installation date: 9/14/94
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 23 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-9 N. of Diesel Generator Building DEPTH (ft) ground surface
/ elevation: +1126 (1020) 0-16" deep road box metal cover grout 1l'bentonite seal 5 - 2.0 in. dia schedule 40 PVC riser pipe ground water depth 7' 10-filter pack sand (#2) 15-2.0 in. dia schedule 40 PVC slotted well screen (0.010")
6" dia borehole 20-Borehole depth: 17.0' Observed Subsurface Materials:
Bottom of well screen: 17.0' 0-0.5' Asphalt Top of well screen: 4.0' 0.5-17' Brown dense c.sandy
- f. gravelly, cobbley silt: Till Top of filter sand: 3.0' Top of bentonite seal: 2' Contractor: Geosearch Installation date: 618/98 Engineer: Duke Engineering & Services Method: Hollow Stem Auger
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 24 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-10 N. of Former Gasoline UST Location DEPTH Jlrtground
)
surface elevation: +1120 (1014) 0-16" deep road box metal cover grout
'- ' bentonite seal
\N. 2.0 in. dia schedule 40 PVC riser pipe 6" dia borehole in soil Top of Bedrock 10.2 10 I filter pack sand (#2) 4" dia borehole 15 - in bedrock 2.0 in. dia schedule 40 PVC slotted well screen (0.010")
20 -
ground watcV depth 21' -
Borehole depth: 30.5' Bottom of well screen: 30.0' Top of well screen: 15.0' Top of filter sand: 14.0' 25 -
Top of bentonite seal: 13' Installation date: 6/8/98 Method: Hollow Stem Auger Observed Subsurface Materials:
0-0.5' Asphalt -
30 - 0.5-10.2' Brown silty gravelly f. sand Contractor Geosearch 10.2-30.5' Bedrock: dry to 23,'
Engineer: Duke Engineering &' L ,;,^>< where fractures occur
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 25 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION CW-I 1 PAB at LP Cooling Pump Area 16" deep road box, metal cover DEPTH (ft) \ floor slab surface grout \ / elevation: +1128.5 (1022.5) 0-ground water depth 3' 5- 2.0 in. dia schedule 40 PVC slotted well screen (0.101")
5" filter pack sand (#2) 10 -
Borehole depth: 9.5' Sampled Subsurface Materials:
Bottom of well screen: 9' 0-1.5' Concrete Slab Top of well screen: 2' 1.5-9.5' Sand & gravel fill Top of filter sand: 1.6' Contractor Geosearch Top of bentonite seal: 0.6' Engineer Duke Engineering & Services Installation date: 6/11/98
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 26 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION MW-I S. of PAB DEPTH (ft)
I T ground surface elevation: 1140 (1034) 16" deep road box metal cover 5-2.0 in. dia carbon steel pipe riser pipe 10-ground water depth 13.5' V 2.0 in. dia carbon steel 15-slotted well screen (0.015")
20-I'sediment sump Inferred Subsurface Materials:
Borehole depth: 21' 0-0.5' Asphalt Bottom of well screen: 20' 0.5-21' Clay/silt?
Top of well screen: 10' Installation date: 4/24/98 Contractor: Geosearch Engineer: Duke Engineering & Services
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 27 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION MW-2 N. of PAB DEPTH (ft)
[ ground surface elevation: +1126' (1021')
0 -
l II 16"deep road box metal cover ground water depth 4' 2 5 -
2.0 in. dia carbon steel pipe riser pipe 10-2.0 in. dia carbon steel 15-slotted well screen (0.015")
7 I
I'sediment sump 20-Inferred Subsurface Materials:
Borehole depth: 18' 0-0.5' Asphalt Bottom of well screen: 17' 0.5-1 ' Fill 10'-18.5' Till Top of well screen: 7' 18.5' Refusal Installation date: 4/24198 Contractor: Geosearch Engineer Duke Engineering & Services
Attachment 3:
DESD-TD-YR-02-001 Rev. 0 Page 28 of 30 Site Ground Water Data Collection for YNPS Decommissioning SCHEMATIC FOR WELL INSTALLATION MW-3 N. of PAB ground surface DEPTH f/ elevation: +1126' (1021')
0-16" deep road box metal cover 5-2.0 in. dia carbon steel pipe ground water riser pipe depth 5' 10-2.0 in. dia carbon steel 15-slotted well screen (0.015")
20-I'sediment sump Borehole depth: 21' Inferred Subsurface Materials:
Bottom of well screen: 20' 0-0.5' Asphalt Top of well screen: 10' 0.5-1 'Fill I'-21'Till Installation date: 4/24/98 Note: Casing bent on installation Contractor: Geosearch causing sampling difficulty Engineer: Duke Engineering & Services
DESD-TD-YR-02-001 Rev. 0 Attachment 3, Page 29 of 30 Site Ground Water Data Collection for YNPS Decommissioninz ERM SITE MAP 399 Boyjitn Strwet 6th floor DRILLING LOG for Well #: NSR-1 ERM BogogMA02116 Pojct Yanke Nuclr Power St.Rowe ProjectNumb_. 468.01 NSR-I CUent Yee Atoik Elctric Compay taS6 dbr Joe l;Co Driling Co: Go.ewch Deter: P_t_ood_New Dats Stat0s: 22-Oct-97 Date Fnished. 22-Oct-97 Shooting LOcnA:i Rowe, M secloet Drilling Methto 4 1/4' ID HSAa &3 7/8 Air Hraner Rmse Samn Dhm: ZS' L :g 10' Slot Sz 0.01' Catng Dim 2.5 h Type PVC iingTe Boring Depth 23 Wel Depth 23' OBt Dgtm- 0 (20)/4 (2Z-23)
Surfce Ekv: MP. Depth 6oCW: -18' Notes: lhis boring was MP Eav. _o_pkted In two attempts Bk._ Sample (ppm) LobSampe DepF Wetg SU. P t- p r-y Split Spoon Desaption/Soil Classification &Dept spoon/HS &Ar-lye I Sand 2-2 12 Brwwn, fine to medium SAND, trace fine graveL piece S-l 1.0 2 Fll 3-5 of wood in tip of spoon. weU sorted, loose, dry 0-2 Misc. 8-9 12 Creysh-brown, rock fragments, some fine to medium S-2 900 QSR-/S-2/
_ 7.Fill 10-13 sand and wood fragments pooclysorted, oose, dry; 5-Z 5-7 ft t_e wood piec have a strong rhmical odor_ VOCs (8260)
.11 t.Sand 13-13 10' Brown, fine to medium SAND, trace coarse sand and S-3 5.3 l 1517 fine gravet well sorted, loose, damp 10-I1 Note: air hammeied thrugh a boulder from 11-13 feet 13 5 I se_ond boring Not: encouned water table at 18 feet Notc: lop of bedrockat2D feet eirhammered to23 feet
-16 ;-
Bottom of Boehole 23 2':Steel protective standpipe 0 -10': Portland cement/bentorite grout 10- I: Bentonte chip seal 24 . 12 -23': #1silica sand flter pack 25 13 -23': 2S"ID,0.01rO4lotted PVC weU srreen
>, to Wel Corutn (1) 140 lb. Hamer (2) 300 lb. Hamnmr Z Sandpack Wel Sc Cmut I 'd. H r
- Bantordt S e Camant
DESD-TD-YR-02-001 Rev. 0 Attachment 3, Page 30 of 30 Site Ground Water Data Collection for YNPS Decommissionine ERM SITE MAP DRILLING LOG for Well #: OSR-1 ERM 399Bocybtr 6 . RoOr Prect Yanke Nucd_ Pow., St.4towe Prtect Number 46.0 OSR-Client Yank Acm Bectrc Corpany Logged by o Flacco DdungCo Ceosearh_ Drmer: PatGoodal Ol Date d p.Oct97 D Fi 229t7 Shooung Locatlon: Rowe, Maacued t DrWMng Metod: 4 1/4- ID HSAs Screen Da 25' Length: 10 Sot Sim 001 Cadng DAt 25' Langth: 3' Type: PVC Fiigne BoeS Depth 33' Wdl Depth 13' B-ing Dam: a, Surfae Ekev MP. Dpthtocw:. -7 Notes'.
MP Eev:
(p LSnp1e Dapth w.1l Log w ts ~ Splt Spoon Description/Soi Clsification &Depth pom/HSI Anales 1 " 1 Sand 3-5 24' Brown, fine SAND, some coarse sand and fine gravel, S-1 13Y
-2 - FnU 10_12 moderately well loose, dry 0-2 Sand 44 Ir Top 6' of spooec Brown, fine SAND, weU sorted, loose, S-2 502
_ 7 V a S-6s FMil damp; Middle of spoon r thick piece of wood (no odor); 5-7 Bottom 4' of spoon Grey, fine to very fine SAND, weU 4 4,4_ S v+< soried, loose, damp Sand 9-9 10' Brown, fine SAND, some coarse sard and fine gravel, 5-3 62 23-50/3 moderately well sorted, loose, wet 10-1T Botom o Bofore: 1-16
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_ 2s3. . 3 -13': 25' ID, 0.010(-lotted PVC well screen roto fcl Blowa unts KWy bo Wel Conrutn.
(1) 140lb.Hammer (2) 300 lb. Hammer 0 Sand wWll Sceen E Cot Ct Sid. U N Bentone54 Sel Canent
DESD-TD-YR-02-001 Rev. 0 Attachment 4: Page I of 33 Site Ground Water Data Collection for YNPS Decommissioning Attachment 4 Monitoring Well Ground Water Levels
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E A FFAMArT)ME ^"
FRAMATOME ANP DE&S DESIGN VERIFICATION CHECKLIST Form DPR-3.9A Page 1 of 1 QA Record Type N/A Revision 4 Document No.: DESD-TD-YR-02-001 Rev.: 1 Page: 1 of 1 Document
Title:
Site Ground Water Data Collection for YNPS Decommissioning
- 1. Were the inputs correctly selected and incorporated into design? El Y El N 0 N/A
- 2. Are assumptions necessary to perform the design activity adequately E Y El N 0 N/A described and reasonable? Where necessary, are the assumptions identified for subsequent reverifications when the detailed design activities are completed?
- 3. Are the appropriate quality and quality assurance requirements specified? 10 Y El N El N/A
- 4. Are the applicable codes, standards and regulatory requirements, El Y El N 0 N/A including issue and addenda properly identified, and are their requirements for design met?
-5. Have applicable construction and operating experience been considered? El Y E N 0 N/A =
- 6. Have the design interface requirements been satisfied? El Y El N 0 N/A
- 7. Was an appropriate design method used? ElY D N - N/A
- 8. Is the output reasonable compared to inputs? El Y [1 N N/A =
- 9. Are the specified parts, equipment and processes suitable for the required El Y El N 0 N/A application?
- 10. Are the specified materials compatible with each other and the design E Y E N 0 N/A environmental conditions to which the material will be exposed?
- 11. Have adequate maintenance features and requirements been specified?. E:l Y El N 0 N/A =
- 12. Are accessibility and other design provisions adequate for performance of E Y El N 0 N/A needed maintenance and repair?
- 13. Has adequate accessibility been provided to perform the inservice E y El N 0 N/A inspection expected to be required during the plant life?
- 14. Has the design properly considered radiation exposure to the public and El Y N 0 N/A plant personnel?
- 15. Are the acceptance criteria incorporated in the design documents El Y El N 0 N/A sufficient to allow verification that design requirements have been satisfactorily accomplished? _
- 16. Have adequate pre-operational and subsequent periodic test D Y El N 0 N/A requirements been appropriately specified?
- 17. Are adequate handling, storage, cleaning and shipping requirements El Y E N ED N/A
_____ specified?
- 18. Are adequate identification requirements specified? El Y El N 0 N/A
- 19. Are requirements for record preparation review, approval, retention, etc., 0 Y El N El N/A adequately specified?
Comments:
Verified By: E. F. Maher _ _ _ _ _ _ _ _ _ _
(First, MI, Last) PRINTEDITYPED NAME SIGNATURE DATE