ML080350541: Difference between revisions

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| number = ML080350541
| number = ML080350541
| issue date = 01/07/2008
| issue date = 01/07/2008
| title = Indian Point Energy Center - Hydrogeologic Site Investigation Report - Appendix H Through I
| title = Hydrogeologic Site Investigation Report - Appendix H Through I
| author name =  
| author name =  
| author affiliation = GZA GeoEnvironmental, Inc
| author affiliation = GZA GeoEnvironmental, Inc
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=Text=
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{{#Wiki_filter:APPENDIX H SLUG TEST FIELD LOGS PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK ca WELL DO MW-36-26 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1ot 1 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41,0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point GZA ENGINEER Angels Hough BORING COORDINATES N 463090.6040
{{#Wiki_filter:}}
-GZA ENGINEER Sesr CoralI GROUND SURFACE EL(FT) 11.799 DA GZA ENGINEER TOP OF CASING EL(FT) 11.596 5 WELL DEPTH (FT) 26.00 WELL DIAMETER 2 INCH GROUND WATER DEPTH 3.71 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604657r9926 TUM NGVD29 ATE 5/9/07 MEASUREMENTS TAKEN FROM: IX o f c -ng WA LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 26.00 FT TS DEPTH TO WELL SCREEN FROM GROUND SURFACE 11.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 3.71 FT WC WATER COLUMN HEIGHT 22.29 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 5.00 FT AS WATER COLUMN ABOVE SCREEN 7.29 FT DTB 26.00 FT-DiW 3.71 FT= WC 22.29 FT DTS 11.00 FT-DTW 3.71 FT-AS 7.29 FT AS 7.29 FT SAFE MARGIN 2.29 FT= CH 5.00 FT CH 5.00 FT+ OlW 3.71 FT-WATER LEVEL INDICATOR DEPTH 8.71 FT CH / 2.31 = 2.16 PSI= PRESSURE APPLIED TO WELL HEAD DTWVV 3.71 FT+ TRANSDUCER READING 13.943 FT TRANSDUCER DEPTH 17.65 FT Time Test Start 14:04 Transducer Reading at test start 13.966 FT Time of Pressurization 14:05 Time of EquilibriuW 14:10 Equilibrium Transducer Reading 13.970 -FT Time of Pressure Release 14:10 Time Test Stop 14:12 NOTES: GZA MW- 36 -26 GZA IWELL 10: MW 26 PNEUMATIC SLUG TEST LOG 3.A GEOENVIRONMENTAL OF NEW YORK art WELL ID MW-36-41 WO NINTH AVENUE, 161) FLOOR Entarg TEST NO. 1of l 4EW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41.0017889.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION IndIan Poin OZA ENGINEER Angela Hough BORING COORDINATES N 463090.3597 E 604657.5278 3ZA ENGINEER Saa Coa., GROUND SURFACE EL{FT) 11.799 DATUM NGVD 29 SZA ENGINEER TOP OF CASING EL(FT) 11.74 DATE 1)3/07 WELL DEPTHR(FT) 41.00 WELL DIAMETER 1 14CH R GROUNDWATER DEPTH 6.00 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE T p of caET ng WATER LEVEL INDICATOR CASE R UE LEAK TEST VALVE RELEASE VALVE WC WATER CSAUMN HEIGHT 36.00 VFT CH CHADNE PT HEBAO AFTER FRESSURFZACON 10.00 FT AS WAPTE CTLUM SCREEN...
.... 31.00 FT.. ... .. DEPTH TO__.ATICSATC WATERL LV E DTB 41.00 FT-DIW 5.00 FT-WC 36.00 FT C DTS 36.00 FT-DTW 6.00 FT AS 31.00 FT AS 31.00 FT-SAFE MARGIN 21.00 FT= CH 10.00 FT WATE.RLEVEL INDICATO CH 10.00 FT+ DTW 5.00 FT PRESSURIZED WATER LEVEL WATERLEVELINDICATORDEPTH 15.00 FT CH 12.31 = 4.33 PSI DATALOGG NG= PRESSURE APPLIED TO WELL HEAD 079 PRESSURE TRANSDUCER DlW- 4.30 FT o ~ '- ,3o FT..'J..............
.........
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...... *+ TRANSDUCER READING 12.057 FT S= TRANSDUCER DEPTH 16.36 FT ----- ------ WATER OUT DURING...il.pRESUURIZATION Time Test Start 12:06 IT -, Transducer Reading at test start 11.850 FT Time of Pressurization 12:07 Time of Pressure Release 13:47 Time of Equilibrium 13:47 Time Test Stop 14:29 Equilibrdum Transducer Reading 11.346 FT MOTES: Static "eter level is 5.00 b/g. Depth to water used to calculata transducer depth was measured during a falling head period after displacement resulting from transducer Installation.
Due to time constraints and slow response time of this well, pressudzatio was administered before static water level had been re-established.
However, achievement of equilibrium water levels after pressurization and depressurizalion of welf head was determined based on static water level of 5.001 I/g.At 13:31, accidental adjustment of air flow regulator resulted in slight depressurization of well head. This adustment was immediately corrected.
Due to time constraints, only one pneumatic slug test was administered at this well.GZA waJEo: MW 411 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clmemt WELL ID MW 53 E40 NINTH AVENUE, 18th FLOOR Entergy TEST NO. lolf l NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS PROJECT LCATION Ina Point GZA ENGINEER Agla Hoogh BORING COORDINATES N 463090.4372 3ZA ENGINEER Sa. Coval GROUND SURFACE EL(FT) 11.799 WA ENGINEER TOP OF CASING EL(FT) 11.670 WELL DEPTH (FT) 53.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 5.4 NO, OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE 19 top f .ng WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND ZSURFACE WELL CASINO I PVC E 604657.4958 DATUM NGVD.29 DATE 1/4/07 FT LEGEND: OTS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 53.00 _FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 48.00 FT 0TW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 5.4 FT WC WATER COLUMN HEIGHT 47.60 FT CH CHANGE IN HEAD AFTER PRESSRUIZATION 32.60 FT AS WATER COLUMN ABOVE SCREEN 42.60 FT DTB 53.00 FT-DTW 5.4 FT= WC 47.60 FT DTS 48.00 FT-DTW 5.4 FT= AS 42,60 FT AS 42.60 FT-SAFE MARGIN 10.00 FT CN 32.60 FT CH 32.60 FT+ D'W 5.4 FT-WATER LEVEL INDICATOR DEPTH 38.00 FT CH / 231 = 14.11 PSI= PRESSURE APPLIED TO WELL HEAD DTW 5.4 FT+ TRANSDUCER READING 39.966 FT= TRANSDUCER DEPTH 45.37 FT Time Test Start 10:42 Transducer Reading at test start 40.142 FT";7STATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER 4- SCREEN.........................
------ IWATER OUT DURING------ PRESSURIZATION Time of Pressurization 10:43 1TimB of Equilibrium 11:47 Eqoilibrlom TransdUcer Reading 39.838 -FT Time of Pressure Release 11:48 Time Test Stop 12:54 NOTES: Due to time Constraints, only one pneumatic slug test was administered at this well.GZA I WELLIDI MW 53 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK ctmA WELL to MW-37-32 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1 of 2 NEW YORK, NEWYORK 10001 Indian Point Ene.gy Centei FILE NO. 41 0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indie P91t GZA ENGINEER Ang.9R HoIgh BORING COORDINATES N 463075,1528 GZA ENGINEER Sra CoE GROUND SURFACE EL.(FT 15.021 GZA ENGINEER TOP OF CASING EL(FT) 14.791 WELL DEPTH (FT) 32.50 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.2 NO. OF WELLS IN CLUSTER 4 (STATIC WATER LEVEL DEPTH)E 604604.8059 DATUM NGVD 29 DATE 113107 FT MEASUREMENTS TAKEN FROM: 11OR ;-W.ftoo PRESSURE TRANSDUCER CABLE bIl op of carlog WATER LEVEL INDICATOR CABLE LEA.K TEST VALVE COMPRESSED AIR OR NITROWREN LINE A IN GROUND SURFACE WELL CASING/IPVC AIR OUT L.EGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 32.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 28.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.2 FT WC WATER COLUMN HEIGHT 22.30 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 7.80 FT AS WATER COLUMN ABOVE SCREEN 17.80 FT II I DTB 32.50 FT_ W 10.2 FT WC 22.30 FT DTS 28.00 FT-DTW 10.2 FT= AS 17.80 FT AS 1780 FT-SAFE MARGIN 10.00 FT CH 7.80 FT CH 7.80 FT+ D0W 10.2 FT-WATER LEVEL INDICATOR DEPTH 18.00 FT CH/ 2.31 = 3.38 PSI= PRESSURE APPLIED TO WELL HEAD 01W 10.2 FT+ TRANSDUCER READING 10.416 .FT= TRANSDUCER DEPTH 20.2 FT Time Test Start 10:19 Transducer Reading at test start 10.441 FT Time of Pressurization 10:19 Time of Equilibrium 10:24 Equilibrium Transducer Reading 10.445 FT`;;7TATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING P RESSU RE TRANSDUCER SCREEN---- I WATER OUT DURING---- 1 PRESSURIZATION
.4, W IV DTT)4-...---<1T--Time of Pressure Release 10:24 Time Test Stop 10:26 40TES: 3ZA WELL'S MW 32 GZA IWELL ID: MW 32 PNEUMATIC SLUG TEST LOG 3ZA GEOENVIRONMENTAL OF NEW YORK cwunt WELL ID MW-37-32 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2.o2 ,IEW YORK, NEW YORK 10001 Indian Point Enery Centel FILE NO. 41.001786H01 3CIENTISTS AND ENGINEERS PROJECT LOCATION Inoan Polt 3ZA ENGINEER Angal. HoIug BORING COORDINATES N 463075.1528
-3ZA ENGINEER Sam Covell GROUND SURFACE ELIFT) 15.021 DA_ZA ENGINEER TOP OF CASING EL(FT) 14.791 D WELL DEPTH (FT) 32.50 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.2 FT NO. OF WELLS IN CLUSTER 4 (STATIC WATER LEVEL DEPTH)E 604604.8059 TJM NGVD 29 ATE 1/3/07 MEASUREMENTS TAKEN FROM: n ground turf-I 19 top of ca sing WA LEJ COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 32.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 28.00 FT 0TW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.2 FT WC WATER COLUMN HEIGHT 22.30 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 7.80 FT AS WATER COLUMN ABOVE SCREEN 17.80 FT DTB 32.50 FT-DW 10.2 FT= WC 22.30 FT DTS 28.00 FT-DW 10.2 FT AS 17.80 FT AS 17.80 FT-SAFE MARGIN 10.00 FT: CH 7.80 FT CH 7.80 FT+ 10.2 FT-WATER LEVEL INDICATOR DEPTH 18.00 FT CH / 2.31 = 3.38 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.2 FT+ TRANSDUCER READING 10.416 FT= TRANSDUCER DEPTH 20.62 FT Time Test Start 10:26 Transducer Reading at test start 10.458 FT Time of Pressurization 10:28 Time of Equilibrium 10:28 Equilibrium Transducer Reading 10.461 FT ST7. ATIC WATER LEVEL Time of Pressure Release 10:28 Time Test Stop 10:29 NOTES: GZA TWELLS, MW 32 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK sNhr WELL ID MW 40 G40 NINTH AVENUE, 18th FLOOR Entergy TEST NO. IoOf I NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41.0017860.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Inoan Poin 3ZA ENGINEER AngIa Hough BORING COORDINATES N 463075.3316 GZAENGINEER Sora ColI GROUND SURFACE EL.(FT) 15.021 3ZA ENGINEER TOP OF CASING EL(FT) 14.962 WELL DEPTH (FT) 40.50 WELL DIAMETER 1 INCH GROUND WATER DEPTH 8.8 NO. OF WELLS IN CLUSTER 4 (STATIC WATER LEVEL DEPTH)E 604604.6024 DATUM NGVD 29 DATE 114107 FT MEASUREMENTS TAKEN FROM: CM ground s urfa X19 top of casing COMPRESSED AiR OR NITROGREN LINE KR IN GROUND SURFACE LEGEND: 0TD DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 40.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 38.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 8.8 FT WC WATER COLUMN HEIGHT 31.70 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 19.70 FT AS WATER COLUMN AROGE SCREEN 29.70 FT OTI 40.50 FT-08. 6.8 FT= WC 31.70 FT DTS 38.50 FT-DTW 8.8 FT= AS 29.70 FT AS 29.70 FT-SAFE MARGIN 10.00 FT= CH 19.70 FT CH 19.70 FT&#xf7;D1W 8.8 FT-WATER LEVEL INDICATOR DEPTH 28.50 FT CH / 2.31 = 8.53 PSI= PRESSURE APPLIED TO WELL HEAD DTW 8.8 FT TRANSDUCER READING 25.364 FT TRANSDUCER DEPTH 34.16 FT Time Test Start 8:47 Transducer Reading at test start 25.280 FT Time of Pressurization 8:48 Time of Equilibrium NA Equilibrium Transducer Reading 41.163 FT Time of Pressure Release 9:33 Time Test Stop 9:38 NOTES: Test was aborted 45 minutes after pressurization due to extremely slow equilibration period, GZA G WEL ID: MW 40 PNEUMATIC SLUG TEST LOG I-ZA GEOENVIRONMENTAL OF NEW YORK ient WELL ID MW 57$40 NINTH AVENUE, 18th FLOOR Entergy TEST NO. I of2 IEW YORK, NEW YORK 10001 Indian Point Energy Centei FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Poi0t 3ZA ENGINEER Ag.nga Hough BORING COORDINATES N 463075.1429 3ZA ENGINEER Sba ComNi GROUND SURFACE EL.(FT) 15.021 09 3ZAENGINEER TOP OF CASING EL(FT) 14.788 C WELL DEPTH (FT) 57.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 8.9 FT NO, OF WELLS IN CLUSTER 4 (STATIC WATER LEVEL DEPTH)E 604604.7473 TUM NGVD29 DATE 1/3/07 MEASUREMENTS TAKEN FROM: g1ro0d surfaca bp of sng WA 7 LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: OTS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 57.00 FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 52.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 8.9 FT WC WATER COLUMN HEIGHT 48.10 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 33.10 FT AS WATER COLUMN ABOVE SCREEN 43.10 FT DTB 57.00 FT-D'W 8.9 FT= WC 48.10 FT 0TS 52.00 FT-DTW 8.9 FT= AS 43.10 FT AS 43.10 FT-SAFE MARGIN 10.00 FT CH 33.10 FT CH 33.10 FT+ D0W 8.9 FT-WATER LEVEL INDICATOR DEPTH 42.00 FT CH /2,31 = 14.33 PSI= PRESSURE APPLIED TO WELL HEAD8.9 FT+ TRANSDUCER READING 36.217 FT TRANSDUCER DEPTH 45.12 FT Time Test Start 9:10 Transducer Reading at test start 36.256 FT Time of Pressurization 9:10 Time of Equilibrium 9:18 Equilibrium Transducer Reading 36.262 FT"'&#xfd; TATIC WATER LEVEL Time of Pressure Release 9:18 Time Test Stop 9:23 NOTES: High connectivity observed between test well mw37-57 and adjacent well mw37-40 during pressurization periods.GZA 1WELLID: MW 57 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CW WELL ID MW-37-57 440 NINTH AVENUE, 18th FLOOR Enterg TEST NO. 2of2 NEW YORK, NEW YORK 10001 Indian Point Enery Centei FILE NO. 41.001786R.01 SCIENTISTS AND ENGINEERS PROJECT LOCATlON IULn. Pont 37 ENGINEER Ane. HUogh BORING COORDINATES N 463075.1429 E GZA ENGINEER Sara ConsHl GROUND SURFACE EL.(FT) 15.021 DAT 37AENGINEER TOP OF CASING EL(FT) 14.788 DA WELL DEPTH (FT) 57.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 8.9 FT NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)804604.7473 LUM NGVD29 ATE 1/3107 MEASUREMENTS TAKEN FROM: r ground topf ca&Ang COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 57.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 52.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 8.9 FT WC WATER COLUMN HEIGHT 48.10 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 33.10 FT AS WATER COLUMN ABOVE SCREEN 43.10 FT DTB 57.00 FT-DTW 8.9 FT-WC 48.10 FT DTS 52.00 FT-DTW 8.9 FT= AS 43.10 FT AS 43.10 FT-SAFE MARGIN 10.00 FT CH 33.10 FT CH 33.10 FT+ D1W 8.9 FT-WATER LEVEL INDICATOR DEPTH 42.00 FT CH/2,31 = 14.33 PSI= PRESSURE APPLIED TO WELL HEAD DTW 8.9 FT+ TRANSDUCER READING 36.217 FT= TRANSDUCER DEPTH 45.12 FT Time Test Start 9:23 Transducer Reading at test start 38.232 FT Time of Pressurization 9:24 Time of Equilibrium 9:28 Equilibrium Transducer Reading 36.310 FT SIATID WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL Time of Pressure Release 9:29 Time Test Stop 9:34 NOTES: High connectivity observed between test well mw37-57 and adjacent well mw37-40 during pressurization periods. At 9:24 water was obherved emerging from top of casing of mw37-40.Throughout remainder of test, a few occasional bubbles were observed surfacing from bentonite within manhole.GZA WELLID: MW 57 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cuent WELL ID MW 104 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1 of2 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0R17889.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION India Point GZA ENGINEER Angola Hough BORING COORDINATES N 462499.9388 GZA ENGINEER Sara Co-11 GROUND SURFACE EL(FT) 93.52 GZA ENGINEER TOP OF CASING EL(FT) 93.09 WELL DEPTH (FT) 104.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 67.78 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE L opofeasIng WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSES AIR OR NITROGREN LINE AIR IN GROUND SURFACE WELL CASING I PVC E 604516.2129 DATUM NGVD 29 DATE 5/8/07 FT=LEGEND: DT0 DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 104.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 79.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 67.78 FT WC WATER COLUMN HEIGHT 36.22 FT CH CHANGE IN HEAD AFTER PRESSURIZATON 8.22 FT AS WATER COLUMN ABOVE SCREEN 11.22 FT DTB 104.00 FT-DTW 67.78 FT= WC; 36t.22 FT DTS 79.00 FT DTW 67.78 FT AS 11.22 FT AS 11.22 FT-SAFE MARGIN 3.00 FT= CM 8.2 FT CH 8.22 FT+ D'W 67.78 FT WATER LEVEL INDICATOR DEPTH 76.00 FT CH / 2.31 = 3.50 PSI= PRESSURE APPLIED TO WELL HEAD DTW** 67.78 FT+ TRANSDUCER READING 27.399 FT TRANSDUCER DEPTH 95.18 FT Time Test Start 8:49 Transducer Reading at test start 27.399 FT* 7.STATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN------ WATER OUT DURING------ *PRESSURIZATION C Timr ot Pressurization 8:49 Time of Equilibrium 9:26 Equilibrium Transducer Reading 0.431 -FT Time of Pressure Release 9:26 Time Test Stop 10:21 NOTES: Small air leak during test.GZA MW-~ -10.GZA IWFLL ID: MW 10 PNEUMATIC SLUG TEST LOG 3ZA GEOENVIRONMENTAL OF NEW YORK C WELL ID MW- 44-104 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 IEW YORK, NEWYORK 10001 Indian Point Energy Centei FILE NO. 41.0017869.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION ImAnM Poke 3ZA ENGINEER 3ZA ENGINEER 3ZA ENGINEER Angel. Hough Soa Co-e BORING COORDINATES GROUND SURFACE EL(FT)TOP OF CASING EL(FT)WELL DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)N 462499.9388 E 604516.2129 93.52 93.09 104.00 67.78 DATUM NGV_.29 DATE 9/8107 FT WELL DIAMETER 1 INCH NO. OF WELLS IN CLUSTER 2 MEASUREMENTS TAKEN FROM: Sgrond srface-PRESSURE TRANSDUCER CABLE j~J top of casing WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE RN GROUND SURFACE WELL CASINO I PVC AIR OUT LEGEND: DTB DTS DTW wc CH AS L DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE DEPTH TO WELL SCREEN FROM GROUND SURFACE DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE WATER COLUMN HEIGHT CHANGE IN HEAD AFTER PRESSURIZATION WATER COLUMN ABOVE SCREEN 104.00 FT 79.00 FT 67.78 FT 36.22 FT 8.22 FT 11.22 FT I DTE 104.00 FT-DTW 87.79 FT= WC 36.22 FT DTS 79.00 FT-DTW 7.78 FT= AS 11.22 FT AS 11.22 FT-SAFE MARGIN 3.00 FT= CH 8.22 FT CH 8.22 FT+ DTW 67.78 FT-WATER LEVEL INDICATOR DEPTH 76.00 FT CH / 2.31 = 3.56 PSI= PRESSURE APPLIED TO WELL HEAD DTWSA 67.78 FT+ TRANSDUCER READING 27.399 FT= TRANSDUCER DEPTH 95.18 FT Time Test Start 10:21 Transducer Reading at test start 26.750 FT Time of PressurzatioB 10:21 Time of Equilibium 10:56 Equilibnum Transducer Reading 27.390 FT 4&#xfd;1"*(i;II '7.TATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER
: 4. --SCREEN---- WATER OUT DURING---- PRESSURIZATION 0 4--[V I I II, 1111 I flY I I I I I V y!OTBS 4.--`&#xfd;v -.Time of Pressure Release 10:56 Time Test Stop 12:06 NOTES: Small air leak during testL GZA WELLID: MW 10 PNEUMATIC SLUG TEST LOG 0ZA GEOENVIRONMENTAL OF NEW YORK CU WELL ID MW 62$40 NINTH AVENUE, 18th FLOOR Entengy TEST NO. 1 .12 IEW YORK. NEW YORK 10001 Indian Point Energy Centel FILE NO 41001706901 SCIENTISTS AND ENGINEERS PROJECT LOCATION WKan Point 3ZA ENGINEER Angsa Hough BORING COORDINATES N 462385.5685 3ZA ENGINEER Sarn Covoi GROUND SURFACE EL.(F) 53.662 TZAENGINEER TOP OF CASING EL(FT) 53.217 WELL DEPTH (FT) 61.50 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 24.01 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)E 604472.1201 DATUM NGVD 29 DATE 5/7107 FT MEASUREMENTS TAKEN FROM'-grond wurf-c bw]to of c.Wrwg COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURF)PRESSURE TRANSDUCER CABLE WATER LEVEL INDICATOR CABLE LEAK TEST VALVE WELL CASING I PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 61.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 51.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 24.01 FT WC WATER COLUMN HEIGHT 37.49 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 17.49 FT AS WATER COLUMN ABOVE SCREEN 27.49 FT S TATIC WATER LEVEL DTB 61.60 FT-DTW 24.01 FT-WC 37.49 FT DTS 51.50 FT-DTW 24.01 FT AS 27.49 FT AS 27.49 FT-SAFE MARGIN 10.00 FT CH 17.49 FT CH 17.49 FT+ DTW 24.01 FT-WATER LEVEL INDICATOR DEPTH 41.50 FT CH / 2.31 = 7.57 PSI= PRESSURE APPLIED TO WELL HEAD DTW* 24.46 FT+ TRANSDUCER READING 36.716 FT TRANSDUCER DEPTH 61.18 FT Time Test Stall 10:12 Transducer Reading at test start 36.718 FTWATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN.. WATER OUT DURING..... PRESSURIZATION C Time of PrrlUeiZktuin 10:12 Time of Equilibrium 10:30 Equilibrium TransNuEoT Reading 36.990 -FT Time of Pressure Release 10:30 Time Test Stop 11:14 NOTES: 9:15 false start Small air leek during test.GZA IWELID MW 62 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK c WEaLLID MW-45 -62 440 NINTH AVENUE, 16th FLOOR Entergy TEST NO 2o 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centei FILE NO 4t oorr78go10 SCIENTISTS AND ENGINEERS PROJECT LOCATION kndlA Pont GZA ENGINEER GZA ENGINEER GZA ENGINEER-n. H.0 S-, C-0E BORING COORDINATES GROUND SURFACE EL.(FTI TOP OF CASING EL(FT)WELL DEPTH IFT)1 INCH GROUNDWATER DEPTH 2 (STATIC WATER LEVEL DEPTH)N 462365 565 F 604472.1271 53.662 53.217 61.50 24.01 DATUM NGVD.29 DATE 517/07 FT WELL DIAMETER NO. OF WELLS IN CLUSTER MEASUREMENTS TAKEN FROM: H m Sof -nd gt WATER LEVEL IN PRESSURE TRANSDUCER CABLE DICATOR CABLE COMPRESSED AIR OR NITROGREN LINE ARI EKTS AV G EAK TEST VALVE P.................
GROUND&#xfd;SRA.E WELL CASING I PVC RELEASE VALVE 4-b--LEGEND: DT'DTS DTW WC CH AS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE DEPTH TO WELL SCREEN FROM GROUND SURFACE DEPTH TO STATIC WATER LEVEL FROM GROUD SURFACE WATER C0LUMN HEIGHT CHANGE IN HEAD AFTER PRESSURIZATION WATER COLUMN ABOVE SCREEN 61.50 FT 51.50 FT 24.01 FT 37.49 FT 17.49 FT 27.49 FT I DTB 61.50 FT-DTW 2401 FT-WC 37.49 FT DTS 51.50 FT-DTW 24.01 FT AS 27.49 FT-SAFE MARGIN 10.00 FT CH 17A9 FT CH 17.49 FT H D0W 24.01 FT-WATER LEVEL INDICATOR DEPTH 41.50 FT CH / 2.31 = 7.57 PSI= PRESSURE APPLIED TO WELL HEAD DTW" 24.46 FT V TRANSDUCER READING 36.716 FT= TRANSDUCER DEPTH 61.18 FT Time Test Start 11:15 Transducer Reading at test start 36.718 FT Time of Pressurization 11:15 Time of Equilibrium 11:33 Equilibrium Transducer Reading 36.821 FT (:Mi'I' .TATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURE TRANSDUCER 4-SCREEN----WATER OUTDURING---- PRESSURIZATION D 1111 III ILVI 44 V O--TS 4--.....................
.... I Time of Pressure Release 11:33 Time Test Stop 12:50 NOTES: Small air leak during lest.GZA IWELLID: MW 62 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cler WELL 1D MW-48-38*40 NINTH AVENUE, 18th FLOOR Entergy TEST NO I of 1 YEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41,0017869.10 5CIENTISTS AND ENGINEERS PROJECT LOCA1TON Indian P04nt 3ZA ENGINEER Agela Hoogh BORING COORDINATES N 462015.6992.ZA ENGINEER GROUND SURFACE EL (FT) 15.387 3ZA ENGINEER TOP OF CASING EL(FT) 15.189 WELL DEPTH (FT) 37.45 WELL DIAMETER 1 INCH GROUND WATER DEPTH 14.64 NO OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)E 603473.8128 DATUM NGVD 29 DATE 5/25107 MEASUREMENTS TAKEN FROM'to p o ls a ,g W A LEA COMPRESSED AIR OR NITROGREN LINE AIRIN GROUND SURFACE PRESSURE TRANSDUCER C TER LEVEL INDICATOR CABLE AC TEST VALVE WELL CASING I PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 38.00 _FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 32.45 FT D0W DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 14.64 FT WC WATER COLUMN HEIGHT 23.36 FT CH CHANGE IN HEAD AFTER PRESSURIZATlON 10.81 FT AS WATER COLUMN ABOVE SCREEN 17.81 FT STATIC WATER LEVEL DTB 38.00 FT-DTW 14.64 FT= WC 23.36 FT DTS 32.45 FT-DTW 14.64 FT= AS 17.81 FT AS 17.81 FT-SAFE MARGIN 7.00 FT: CH 10.81 FT CH 10.81 FT+ DTW 14.64 FT-&#xfd;WATER LEVEL INDICATOR DEPTH 25.45 FT CH /2,31 = 4.68 PSI= PRESSURE APPLIED TO WELL HEAD DTW* 13.51 FT+ TRANSDUCER READING 24.641 FT= TRANSDUCER DEPTH 38.15 FT Time Test Start 11:12 Transducer Reading at test start 21.706 FT WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING
--PRESSURE TRANSDUCERSCREEN------ WATER OUT DURING------ *PRESSURIZATION
.....................
Time of Pressurization 11:15 Time ofEquilibrium 11:17 Equilibrium Transducer Readinlg 21.706 FT Time of Pressure Release 11:18 Time Test Stop 11:20 NOTES: Smell air leak during the test.OZA WELLID MW-48 -38 I GZA IWELL ID: MW 38 PNEUMATIC SLUG TEST LOG 3ZA GEOENVIRONMENTAL OF NEW YORK sent WELL It MW-48-38 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. I of1 4EW YORK, NEW YORK 10001 Indian Point Energy Cents FILE NO. 41.01i708.10 3CIENTISTS AND ENGINEERS PROJECT LOCATTON hn Point SZA ENGINEER Angesi Hough BORING COOROINATES N 462015.692 E 3ZA ENGINEER GROUND SURFACE EL.(FT) 15.387 DAT 3ZAENGNEER TOP OF CASING EL(FT) 15.189 DI WELL DEPTH (FT) 37.45 WELL DIAMETER 1 INCH GROUND WATER DEPTH 14.64 FT NO OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)603473.8128 UM NGVD 29%TE 5/25607 MEASUREMENTS TAKEN FROM: COMPRESSED AIR OR NITROGREN LINE PRESSURE TRANSDUCER C WATER LEVEL INDICATOR CABLE LEAK TESTVALVE AIR IN GROUND SURFACE WELL CASING I PVC I LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 38.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 32.45 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 14.64 FT WC WATER COLUMN HEIGHT 23.36 FT CH CHANGE IN HEAD AFTER PREsSURIZATnON 10.81 FT AS WATER COLUMN ABOVE SCREEN 17.81 FT DTB 38.00 FT-OTW 14.64 FT= WC 23.36 FT DTS 32.45 FT DTW 14.64 FT AS 17.81 FT AS 17.81 FT-SAFE MARGIN 7.00 FT CH 10.81 FT CH 10.81 FT U D1l1W 14,64 FT-WATER LEVEL INDICATOR DEPTH 25.45 FT CH / 2.31 = 4.68 PSI= PRESSURE APPLIED TO WELL HEAD DTW' 13.51 FT V TRANSDUCER READING 24.641 FT= TRANSDUCER DEPTH 38.15 FT Time Test Start 11:20 Transducer Reading at test start 21.699 FT Time of Pressurization 11:21 Time of Equilibrium 11:24 Equilibrium Transducer Reading 21.695 FT.STATIC WATER LEVEL)TER LEVEL INDICATOR PRESSIJRZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN.WATER OUT DURING PRESSURIZATION (Time of Pressure Release 11:24 Time Test Stop 11:28 40TES: Small air leak during the test.C3ZA WELL ID: MW 38]
PNEUMATIC SLUG; TEST LOG 3.A GEOENVIRONMENTAL OF NEW YORK Clint WELL ID MW 38 W40 NINTH AVENUE, 18th FLOOR Entergy TEST NO loft 1IEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0017869.10 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point 3-A ENGINEER orgaa Hough BORING COORDINATES N 462015.6992 E 603473.8128 3ZA ENGINEER GROUND SURFACE EL(FT) 15.387 DATUM NGVD 29 3ZA ENGINEER TOP OF CASING EL(FT) 15.189 DATE 5/25/07 WELL DEPTH (FT) 37.45_WELL DIAMETER 1 INCH GROUNDWATER DEPTH 14.64 FT NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE LEKTEST VALVEREAS TS DEPTH TOBOTTOMF WELL SCREE .. GOUN SK A 32.40 FTII ow DEPTTOSTATiCWATERLEVELFRMGROUND SURFACE --14.64 FT i l WC WATER COLUMN HEIGHT 23.36 -FT CH CHANGE IN HEAD AFTER PRESSURIZATION 10.81 FT AS WATER COLUMN GAGOES SCREEN 17a81 FT S&#xfd;7 TATIC WATER LEV&#xfd;EL DTB 38.00 FT c2TW 14.64 FT WC 23,36 FT DTS 32.45 FT-DTW 14.64 FT AS 17.81 FT AS 17.81 FT-SAFE MARGIN 7.00 FT= CH 10.81 FT WATERLEVEL INDICATOR CH 10.81 FT W 14.64 FT PR ED WATER LEVEL-WATER LEVEL INDICATOR DEPTH 25.45 FT CH2.31 4.68 PSID= PRESSURE APPLIED TO WELL HEAD OTS PRESSURE TRANSDUCER DTW1 13.51 FT .+ TRANSDUCER READING 24.641 FT SCREEN TRANSDUCER DEPTH 38.15 FT ------------ "- ------ ... WATER OUT DURNG....
Time Test Start 11:28 *Transducer Reading at test start 21.692 FT Time of Preasurization 11:29 Time of Pressure Release 11:31 Time of Equilibrium 11:31 Time Test Stop 11:36 Equilibrium Transducer Reading 21.703 FT NOTES: Small air leak during the test.GZA IWELL ID: MW 38 PNEUMATIC SLUG TEST LOG-ZA GEOENVIRONMENTAL OF NEW YORK cnto WELLlo MW-49 -42 440 NINTH AVENUE, 18ft FLOOR Entlergy TEST NO. of 2 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0O178R9.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indin PoEt TZA ENGINEER Angela Hough BORING COORDINATES N 463078.8328 3ZA ENGINEER S-r CoGIII GROUND SURFACE EL,(FT) 14.628 7A ENGINEER _TOP OF CASING EL(FT) 14.223 WELL DEPTH (FT) 42.00 WELL DIAMETER 2 INCH GROUND WATER DEPTH 13.01 NO. OF WELLS IN CLUSTER 2* (STATIC WATER LEVEL DEPTH)E 604446.6184 DATUM NGVD29 GATE 5/9/07 FT MEASUREMENTS TAKEN FROM: g--dgm surfactp of carong COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURF, PRESSURE TRANSDUCER CABLE WATER LEVEL INDICATOR CABLE LEAK TEST VALVE WELL CASING I PVC I LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 42.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 32.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.01 FT WC WATER COLUMN HEIGHT 28.99 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 8.99 FT AS WATER COLUMN ABOVE SCREEN 18.98 FT DTB 42.00 FT-DTW 13.01 FT= WC 28.99 FT DTS 32.00 FT-D0W 13.01 FT AS 18.99 FT AS 18.99 FT-SAFE MARGIN 10.00 FT CH 8.99 FT CH 8.99 FT A DTW 13.01 FT-WATER LEVEL INDICATOR DEPTH 22.00 FT CH / 2.31 = 3.89 PSI= PRESSURE APPLIED TO WELL HEAD DTW" 13.01 FT+ TRANSDUCER READING 28.449 FT TRANSDUCER DEPTH 41.46 FT Time Test Start 8:36 Transducer Reading at test start 28.506 FT* r.'TATIC WATER LEVEL)WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER" SCREEN.....-- --WATER OUT DURING p. PRESSURIZATION I1.............
I............
Time of Presswielztion 8:43 Time of Equilibrium 8:50 Equilibrium Transducer Reading 28.507 -FT Time of Pressure Release 8:50 Time Test Stop 8:56 NOTES:* Two wells in lboNEhole, three wells in cluster 8:37 false start Smell air leak during lest GZA IWELLID MW 42 GZA IWELL ID: MW 42 PNEUMATIC SLUG TEST LOG;ZA GEOENVIRONMENTAL OF NEW YORK co MW-49 -42 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. of 2 SIEW YORK. NEW YORK 10001 Indian Point Energy Centel FILE NO 41 001781.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION IndlA Point 37A ENGINEER Arga Hough BORING COORDINATES N 463078.8328 3ZA ENGINEER Sara Covell GROUND SURFACE EL.(FT) 14.628 3ZA ENGINEER TOP OF CASING EL(FT) 14.223 WELL DEPTH (IFT) 42.00 WELL DIAMETER 2 INCH GROUND WATER DEPTH 13.01 NO, OF WELLS IN CLUSTER 2* (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE bp of RarIng WATER LEVEL INDICATOR CABLE LEM( TEST VALVE COMPRESSED AIR OR NITROGREN LINE AIRIN GROUND SURFACE WELL CASING / PVC E 6044466848__
DATUM NGVD 29 DATE S/W07 FT LEGEND: DT8 DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 42.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 32.00 FT D0W DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.01 FT WC WATER COLUMN HEIGHT 28499 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 8.99 FT AS WATER COLUMN ABOVE SCREEN 18.99 FT 0T1 42.00 FT-DTW 13.01 FT WC 28.99 FT DTS 32.00 FT-DTW 13.01 FT= AS 18.99 FT AS 18.99 FT-SAFE MARGIN 10.00 FT CH 8.99 FT CH 8.99 FT 4 D1W 13.01 FT-WATER LEVEL INDICATOR DEPTH 22.00 FT CH/ 12.31 = 3.89 PSI= PRESSURE APPLIED TO WELL HEAD DTW* 13.01 FT* TRANSDUCER READING 28.449 FT= TRANSDUCER DEPTH 41.48 FT Time Test Start 8:57 Transducer Reading at test start 28.466 FT'q7 STATIC WATER LEVEL)WTRLVL INDICATOR PRIESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER I- SCREEN--... lo WATER OUT DURING----- I, PRESSURIZATION 9 lime Df 8:57 Time of Equilibrium 9:02 Equilibrium Transducer Reading 28.445 FT Time of Pressure Release 9:02 Time Test Stop 9:09 NOTES:*Two wells in borehole, three walls in cluster GZA wI- MW 42 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK C WELL ID MW-49-65 440 NINTH AVENUE, 18th FLOOR Enters TEST NO. 1 of 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41001789.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION I.n. P."4 GZA ENGINEER A.plga Hough BORING COORDINATES N 463078.9738 GZA ENGINEER Sar Corall GROUND SURFACE EL(FT) 14.628 DA GZA ENGINEER wig" aRtm TOP OF CASING EL(FT) 14.457 WELL DEPTH (FT) 65.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 12.68 FT NO. OF WELLS IN CLUSTER 2* (STATIC WATER LEVEL DEPTH)E 604446.3875 TOM NGVD 29'ATE 5/4/07 MEASUREMENTS TAKEN FROM: 1] groun surfac 9 1p of -cing WA'LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 65.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 60.00 FT DTW DEPTH TO STATC WATER LEVEL FROM GROUND SURFACE 12.68 FT WC WATER COLUMN HEIGHT 52.32 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 37.32 FT AS WATER COLUMN ABOVE SCREEN 47.32 FT DT8 65.00 FT-W 12.68 FT= WC 52.32 FT DTS 60.00 FT-DW 12.68 FT AS 47.32 FT AS 47.32 FT-SAFE MARGIN 10.00 FT* CH 37.32 FT CH 37.32 FT+ DTW 12.68 FT WATER LEVEL INDICATOR DEPTH 50.00 FT CH/2.31 = 16.16 PSI= PRESSURE APPLIED TO WELL HEAD DTW** 12.68 FT* TRANSDUCER READING 52.310 FT TRANSDUCER DEPTH 64.99 FT Time Test Start 14:32 Transducer Reading at test start 52.270 FT Time of Pressurization 14:32 Time of Equilibrium 14:41 Equilibrium Transducer Reading 52.300 FT";7 TATIC WATER LEVEL Time of Pressure Release 14:41 Time Test Stop 14:47 NOTES: 'Two wells in borehole, three wells in cluster OZA IWELLID MW 65 GZA IWELL ID: MW 65 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cURn. WELL ID MWB-49-65 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO, 20(2 NEW YORK, NEW YORK 10001 Indian Point Enery Centel FILE NO. 410017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION In1er. Point-ZA ENGINEER Angela Hough BORING COORDINATES N 463078.9738 GZA ENGINEER Sara CoNell GROUND SURFACE EL.(FT) 14.628 GZA ENGINEER mom10l Braos TOP OF CASING EL(FT) 14.457 WELL DEPTH (FT) 85.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 12.68 NO OF WELLS IN CLUSTER 2* (STATIC WATER LEVEL DEPTH)E 604448.3875 DATUM NGVD 29 DATE 5/4/07 FT MEASUREMENTS TAKEN FROM: l op of casing COMPRESSED AIR OR NITROGREN LINE.EGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 65.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 60.00 FT 01W DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 12.68 FT WC WATER COLUMN HEIGHT 52.32 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 37.32 FT AS WATER COLUMN ABOVE SCREEN 47.32 FT DTB 65.00 FT-DIW 12.68 FT WC 52.32 FT DTS 60.00 FT-DTW 12.68 FT AS 47.32 FT AS 47.32 FT-SAFE MARGII 10.00 FT CH 37.32 FT CH 37.32 FT&#xf7; D0W 12.68 FT=WATER LEVEL INDICATOR DEPTH 50.00 FT CH / 2.31 = 16.16 PSI DTW`* 12.68 FT+ TRANSDUCER READING 52.310 FT TRANSDUCER DEPTH 64.99 FT Time Test Start 14:49 Transducer Reading at test start 52.340 FT Time of Pessunization 14:49 Time of Equilibrium 14:57 Equilibrium Transducer Reading 52.284 FT Time of Pressure Release 14:57 Time Test Stop 15:03 4OTES: 'Two wells in borehole, three wells in cluster GZA WELLID MW 65 GZA IWELL ID: MW 65 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK C WELL ID MW-60-42 440 NINTH AVENUE, 18th FLOOR Enterty TEST NO. 1.f 2 NEW YORK, NEWYORK 10001 Indian Point Energy Cento FILE NO&#xfd; 410017859.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION hRdan Point GZA ENGINEER Anea HUoUS BORING COORDINATES N 463039.1827 GZA ENGINEER Sara CovE GROUND SURFACE EL,(FTI 14.92 GZA ENGINEER TOP OF CASING EL(FT) 14.45 WELL DEPTH (FT) 42.00 WELL DIAMETER 2 INCH GROUNDWATER DEPTH 7.32 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)E 604494.2976 DATUM NGVD29 DATE 5&9M07 MEASUREMENTS TAKEN FROM: Q mond -qS..fR -IngRR WA LUE COMPRESSED AIR OR NITROGREN UNE AIR IN GROUND SURFACE LEGEND: OTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 42.00 FT 0T8 DEPTH TO WELL SCREEN FROM GROUND SURFACE 22.00 FT 0W OEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 7.32 FT WC WATER COLUMN HEIGHT 34.68 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 10.68 FT AS WATER COLUMN ABOVE SCREEN 14.68 FT DTB 42.00 FT-DTW 7.32 FT= WC 34.68 FT 0TS 22.00 FT-DTW 7.32 FT= AS 14.68 FT AS 14.68 FT-SAFE MARGIN 4.00 FT-CH 10.68 FT CH 10.68 FT+ D0W 7.32 FT-WATER LEVEL INDICATOR DEPTH 18.00 FT CH / 2.31 = 4.62 PSI= PRESSURE APPLIED TO WELL HEAD DTW- 7.32 FT O TRANSDUCER READING 27.049 FT= TRANSDUCER DEPTH 34.37 FT Time Test Start 11:42 Transducer Reading at test start 27.101 FT Time ofPressurization 11:42 Time of Equilibrium 11:58 Equilibrium Transducer Reading 27.133 -FT Time of Pressure Release 1:56 Time Test Stop 12:01 NOTES: GZA IWELLD: MW 42 GZA GEOENVIRONMENTAL OF NEW YORK c,4 WELL ID MW-50-42 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO 2o12 NEW YORK. NEW YORK 10001 Indian Point Enegy Centel FILE NO 41,017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION E Pdrt ,ZA ENGINEER Arg. Hough BORING COORDINATES N 463039.1827 E 604494.2976 GZA ENGINEER S.ne Cov-4 GROUND SURFACE EL (FT) 14.92 DATUM NGVD 29 GZAENGINEER TOP OF CASING EL(FT) 14.45 DATE 9/9/07 WELL DEPTH (FT) 42.00 WELL DIAMETER 2 INCH GROUNDWATER DEPTH 7,32 FT NO OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLEof casing WATER LEVEL INDICATOR CABLE LEAK TEST VALVE REEAEVALE....UR AIR OU'T GROUND SRFC WELL CA.SING /PVC LEGEND: 4 DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 42.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 22.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 7.32 FT WC WATER COLUMN HEIGHT 34.68 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 10.68 FT AS WATER COLUMN ABOVE SCREEN 14.68 FT , T N/S7.TATIC WATER LEVEL DTB 42.00 FT-DTW 7.32 FT WC 34.68 FT OTS 22.00 FT-D0W 7.32 FT= AS 14.68 FT As 14.68 FT-SAFE MARGIN 4.00 FT CH 10.68 FT WATER LEVEL INDICATOR CH 10.68 FT+ DTW 7.32 FT PRESSURIZED WATER LEVEL-WATER LEVEL INDICATOR DEPTH 18.00 FT CH / 2.31 = 4.62 PSI= PRESSURE APPLIED TO WELL HEAD S 4 PRESSURE TRANSDUCER DTW' 7.32 FT ff+ TRANSDUCER READING 27.049 FT SCREEN TRANSDUCER DEPTH 34.37 FT ------------ WATER OUT DURING r-- -...*PRESSURIZATION Time Test Start 12:01 Transducer Reading at test start 27.094 FT Time of Pressurization 12:01 Time of Pressure Release 12:08 Time of Equilibrium 12:07 Time Test Stop 12:11 Equilibrium Transducer Reading 27.126 FT NOTES: GZA WELLID: MW 42 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK c". WELL ID MW-53-120 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1of 2 NEW YORK, NEW YORK 10001 Indian Point Enery Centel FLE NO 41,0017869O, SCIENTISTS AND ENGINEERS PROJECT LOCATION hIdlan Powl DZA ENGINEER Angola Hough OZA ENGINEER Sons CANNl" GZA ENGINEER WELL DIAMETER I INCH NO. OF WELLS IN CLUSTER 2 BORING COORDINATES GROUND SURFACE EL(FT)TOP OF CASING ELIFT)WELL DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)N 462921.6935 E 604732.2667 7026 GA 70.19 120 60.8 FT TUM NGVD29'ATE 1212&/06 MEASUREMENTS FROM PRESSURE TRANSDU.CER CABLE IRJ ER of Oaring WATER LEVEL INDICATOR CABLE LEAKIESTALVERELEASE VALVE LEAJE TEST VALVE COMPRESSED AIR OR NITROGREN LINE Ad RN AIR OUT GROUND SURFACE WELL CASING I PVC LEGEND: DTB DTS DTW WC CH AS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE DEPTH TO WELL SCREEN FROM GROUND SURFACE DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE WATER COLUMN HEIGHT CHANGE IN HEAD AFTER PRESSURIZA nON WATER COLUMN ABOVE SCREEN 120.00 FT 100.00 FT 60.80 FT 59.20 FT 29.20 FT 39.20 FT I DTB 120.00 FT-DTW 60.80 FT I WC 59.20 FT DTS 100.00 FT-DTW 60.80 FT AS 39.20 FT AS 39.20 FT SAFE MARGIN 10.00 FT CH 29.20 FT CH 29.20 FT&#xf7; DTW 60.80 FT-WNATER LEVEL INDICATOR DEPTH 90.00 FT CHI 231 = 12.64 PSI= PRESSURE APPLIED TO WELL HEAD D0W 60.80 FT+ TRANSDUCER READING 33,691 FT TRANSDUCER DEPTH 94.49 FT Time Test Start 13:32 Transducer Reading at test start 33.906 FT Time of Pressurzation 13:33 Time of Equilibrium 13:57 Equilibrium TransdueBr Reading 33.952 FT 4A'a;T '. TATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN------ OUT DURING------ PRESSURIZATION fl 4 III III Ill ,.LYI I I++IOTS 4--... 4 --.lime of Pressure Release 13:58 Time Test Stop 14:19 NOTES: GZA IWELLID: MW 120 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Wnt WELL ID MW- 53-120 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2of2 NEW YORK, NEWYORK 10001 Indian Point Ene Centei FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATIAON Indian Point GZA ENGINEER Angla Hough BORING COORDINATES N 462821.6935 GZA ENGINEER Sara Cosa GROUND SURFACE EL.(FT) 70.26 DA GZA ENGINEER TOP OF CASING EL(FT) 70.19 WELL DEPTH (FT) 120 WELL DIAMETER 1 INCH GROUND WATER DEPTH 60.8 FT NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)E 604732.2667 TUM NGVD29'ATE 12/28/06 MEASUREMENTS TAKEN FROM:-gound surfae"XI Sto of c oang WA LEJ COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 120.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 100.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 60.80 FT WC WATER COLUMN HEIGHT 59.20 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 29.20 FT AS WATER COLUMN ABOVE SCREEN 39.20 FT DTB 120.00 FT-DTW 60.80 FT= WC 59.20 FT DTS 100.00 FT-DTW 60.80 FT= AS 39.20 FT AS 39.20 FT-SAFE MARGIN 10.00 FT= CH 29.20 FT CH 29.20 FT+ DTW 60.80 FT-WATER LEVEL INDICATOR DEPTH 80.00 FT CH 12.31 = 12.64 PSI= PRESSURE APPLIED TO WELL HEAD OlW 60.80 FT V TRANSDUCER READING 33.691 FT= TRANSDUCER DEPTH 94.49 FT Time Test Start 14:19 Transducer Reading at test start 33.827 FT Time of Pressurization 14:20 Time of Equilibrium 14:49 Equilibrium Transducer Reading 33.742 FT'TA7TITC WATER LEVEL.VEL INDICATOR PRESSURIZEO WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN.WATER OUT DURING PRESSURIZATION Time of Pressure Release 14:49 Time Test Stop 15:08 40TES: GZA IWELLID: MW 120 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cums WELL ID MW- 5 -24 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. If 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centei FILE NO. 41.0017889.01 SCIENTISTS AND ENGINEERS PROJECT LOCAlTON Indian Pont GZA ENGINEER Aogela HouSE BORING COORDINATES N 462997.0065 GZA ENGINEER SRIB Covets GROUND SURFACE EL(FT) 18.25 GZA ENGINEER Rick Po. TOP OF CASING EL(FT) 17.77 WELL DEPTH (FT) 24 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.52 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.4717 DATUM NGVD 29 DATE 12/27/06 FT MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE top of cing WATER LEVEL INDICATOR CABLE LEAK TEST VALVE RELEASE VALVE COMPRESSED AIR OR NITROGUEN LINE WHIR I PPBSIWEAIR OT GROUND SURFACE WELL CASING I PVC ---LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 24.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 14.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.52 FT WC WATER COLUMN HEIGHT 13.48 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 2v98 FT AS WATER COLUMN ABOVE SCREEN 3.48 FT I Sr 7STA11C WATER LEVE cb DTB 24.00 FT-DTW 10.52 FT= WC 13A8 FT DTS 14.00 FT-DTW 10.52 FT AS 3.48 FT AS 3.48 FT-SAFE MARGIN 0.50 FT CH 2.98 FT CH 2.98 FT+ DTW 10.52 FT-WATER LEVEL INDICATOR DEPTH 13.50 FT CH / 2.31 = 1.29 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.52 FT+ TRANSDUCER READING 8.904 FT TRANSDUCER DEPTH 19.42 FT Time Test Start 8:58 Transducer Reading at test start 8.986 FT Time of Pressurization 8:58 Time of Equilibrium 9:03 Equilibrium Transducer Reading 8.902 FT 1&#xfd;&#xfd; 1. Iii ..t 4 4+++WATER LEVEL INDICATOR IOTS 41"-......PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SCREEN------ WATER OUT DURING......-. PRESSURIZATION Time of Pressure Release 9:03 Time Test Stop 9:07 NOTES: GZA WELLID MW 24 GZA IWELL 10: MW 24 PNEUMATIC SLUG TEST LOG WA GEOENVIRONMENTAL OF NEW YORK c WELL ID MW-55-24 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 IEW YORK, NEW YORK 10001 Indian Point Enery Centei FILENO&#xfd; 41,0017869.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION I..a P.6t 3ZA ENGINEER Ar1e.6 Ho.uh BORING COORDINATES N 462997.0065
-3ZA ENGINEER Sara GROUND SURFACE EL(FT) 18.25 DA 3ZA ENGINEER RII Pore TOP OF CASING EL(FT) 17.77 D WELL DEPTH (FT) 24 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.52 FT NO OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.4717 rUM NGVD29 ATE 12/27/06 MEASUREMENTS TAKEN FROM: COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFi PRESSURE TRANSDUCER CABLE WATER LEVEL INDICATOR CABLE LEAK TEST VALVE WELL CASING / PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 24.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 14.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.52 FT WC WATER COLUMN HEIGHT 13.48 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 2.98 FT AS WATER COLUMN ABOVE SCREEN 3.48 FT DTB 24.00 FT-DTW 10.52 FT-WC 13.48 FT DTS 14.00 FT-DTW 10.52 FT= AS 3.48 FT AS 3.48 FT-SAFE MARGIN 0.50 FT-CH 2.98 FT CH 2.98 FT+ DTW 10.52 FT-WATER LEVEL INDICATOR DEPTH 13.50 FTSTATIC WATER LEVEL WATER LEVEL INDICATOR CH /2.31 =129 PSI PRESSURE APPLIED TO WELL HEAD PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER 8 SCREEN.----- WATER OUT DURING.----- PRESSURIZATION DTW 10.52 FT V TRANSDUCER READING 8.904 FT= TRANSDUCER DEPTH 19.42 FT Time Test Start 9:08 Transducer Reading at test start 8.944 FT I.-..................
Time of Pressurization 9:08 Time of Equilibrium 9:14 Equilibuium Transducer Reading 8.975 -FT Time of Pressure Release 9:14 Time Test Stop 9:19 NOTES: GZA WELLID MW 24 GZA IWEUL ID: MW 24 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cod WsLL ID MW-55-35 440 NINTH AVENUE. 18th FLOOR Entergy TEST NO I ofl2 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0017ME.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION waR POiN GZA ENGINEER ArgAn i H-o0 BORING COORDINATES N 462997.1961 GZA ENGINEER Sara Co-10l GROUND SURFACE EL.(FT) 18.25 DA GZA ENGINEER RUN Pore TOP OF CASING EL(FT) 17.77 0 WELL DEPTH (FT) 35 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.88 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.481 TUM NGVD29 DATE 12/27/06 0 MEASUREMENTS TAKEN FROM: COMPRESSED AIR OR NITROGREN LINE AIR IN GROUNDS PRESSURE TRAN.SDUCER WATER LEVEL INDICATOR CABLE LEAK TEST VALVE URFACE WELL CASING I PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 35.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.88 FT WC WATER COLUMN HEIGHT 24.12 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 14.12 FT AS WATER COLUMN ABOVE SCREEN 19.12 FT DTB 35.00 FT-DTW 10.88 FT WC 24.12 FT OTS 30.00 FT-DTW 10.88 FT= AS 19.12 FT AS 19.12 FT-SAFE MARGII 5.00 FT-CH 14.12 FT CH 14.12 FT+ DTW 10.88 FT-VWATER LEVEL INDICATOR DEPTH 25.00 FT CH / 2.31 = 6.11 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.88 FT+ TRANSDUCER READING 22.737 FT TRANSDUCER DEPTH 33.62 FT Time Test Start 10:45 Transducer Reading at test start 22.761 FT Time of Pressuizatbon 10:50 Time of Equilibrium 10:54 Equilibrium Transducer Reading 22.764 FT'7 STATIC WATER LEVEL m-EVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER
.. SCREEN II-----... W WATER OUT DURING------ 1,' PRESSURIZATION Time of Pressure Release 10:54 Time Test Stop 10:58 IOTES: False start upon pressurization at 10:46. Air leak detected.False start upon pressurizaton at 10:47. AIr leak detected and resolved.Actual pressurization start at 10:50.0 MZA WELLID: MW 35 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK nert WELL ID MW 35 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION India Pont GZA ENGINEER ArgUal Hogh BORING COORDINATES N 462997.1961 GZA ENGINEER Sa Coveli GROUND SURFACE EL.(FT) 18.25 DA GZA ENGINEER Rick PoU TOP OF CASING ELIFT) 17.77 C WELL DEPTH (FT) 35 WEILLDIAMETER 1 INCH GROUNDGWATER DEPTH 10.88 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.481 TUM NGVD29'ATE 12127/06 MEASUREMENTS TAKEN FROM: 9- goud srfac Ispot~op f ng WA1 LEAW COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE.EGENO: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 35.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.00 FT D0W DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.88 FT WC WATER COLUMN HEIGHT 24.12 FT CH CHAGEIN HEAD AFTER PRESSURIZATION 14.12 FT AS WATER COLUMN ABOVE SCREEN 19.12 FT EEL DTB 35.00 FT-D0W 10.88 FT= WC 24.12 FT DTS 30.00 FT 1DW 10.88 FT* AS 19.12 FT AS 19.12 FT-SAFE MARGIN 5.00 FT CH 14.12 FT CH 14.12 FT+ D1W 10.88 FT-WATER LEVEL INDICATOR DEPTH 25.00 FT CH /2.31 = 6.11 PSI= PRESSURE APPLIED TO WELL HEAD D1W 10.88 FT+ TRANSDUCER READING 22.737 FT TRANSDUCER DEPTH 33.62 FT Time Test Start 10:59 Transducer Reading at test start 22.754 FT Time of Pressurization 10:59 Time of Equilibrium 11:03 Equilibrium Transducer Reading 22.748 FT Time of Pressure Release 11:03 Time Test Stop 11:06 NOTES: GZA WELL ID: MW 35 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CHnt WELL ID MW-55-54 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. lot 2 NEW YORK, NEW YORK 10001 Indian Point Enery Centei FILE NO. 41.001786.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Inlian Po.t GZA ENGINEER Angela Hough BORING COORDINATES N 462997.1735 GZA ENGINEER Sa CovlI GROUND SURFACE ELIFT) 18.25 GZA ENGINEER Rik Pon1 TOP OF CASING EL(F') 17.77 WELL DEPTH (FT) 54 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.6 NO OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.5227 DATUM NGVD 29 DATE 12/27/06 FT MEASUREMENTS TAKEN FROM: t11 g~roun -reae Er bp ofaoing COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 54.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 44.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.60 FT WC WATER CLOUMN HEIGHT 43.40 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 28.40 FT AS WATER COLUMN ABOVE SCREEN 33.40 FT DTB 54.00 FT-DTW 10.60 FT WC 43.40 FT DTS 44.00 FT STW 10.60 FT AS 33.40 FT AS 33.40 FT-SAFE MARGIN 5.00 FT= CH 26.40 FT CH 28.40 FT SDTW 10.60 FT-WATER LEVEL INDICATOR DEPTH 39.00 FT CHI 2.31 = 12.29 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.60 FT TRANSDUCER READING 34.827 FT= TRANSDUCER DEPTH 45.43 FT Time Test Start 11:29 Transducer Reading at test start 34.839 FT Time of Pressurization 11:32 Time of Equilibrium 11:36 Equilibrium Transducer Reading 34.887 FT Time of Pressure Release 11:37 Time Test Stop 11:42 NOTES: False start (pressurizatlon) at 11:30. Leak detected and resolved.
Restart pressurization at 11:32.GZA IWELLID MW 54 GZA iWELL ID: MW 54 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK crt WELL 1o MW-55-54 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO 2012 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO 41001750901 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point 3ZA ENGINEER Angels Hough BORING COORDINATES N 462997.1735
-3ZA ENGINEER Sara Co0011 GROUND SURFACE ELtFT) 18.25 DA 37A ENGINEER Rick Pon TOP OF CASING EL.(FT) 17.77 , WELL DEPTH (FT) 54 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.6 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604636.5227 TUM NGVD 29 ATE 12/27106 MEASUREMENTS TAKEN FROM: I] to of E aIng WA LEO COMPRESSED AIR OR NITROOREN UNE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 54.00 -FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 44.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.60 FT WC WATER COLUMN HEIGHT 43.40 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 28.40 FT AS WATER COLUMN ABOVE SCREEN 33.40 FT 0TB 54.00 FT-DTW 10.60 FT= WC 43.40 FT OTS 44.00 FT-DTW 10.60 FT= AS 33.40 FT AS 33.40 FT-SAFE MARGIN 5.00 FT CH 28.40 FT CH 26.40 FT+ D0W 10.60 FT-WATER LEVEL INDICATOR DEPTH 39.00 FT* S7TATIC WATER LEVEL)WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL CH/ 2.31 12.29 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.60 FT+ TRANSDUCER READING 34.627 FT= TRANSDUCER DEPTH 45.43 FT Time Test Start 11:43 Transducer Reading at test start 34.844 FT Time of Pressudzatlon 11:43 Time of Equilibrium 11:48 Equilibrium Transducer Reading 34+894 FT Time of Pressure Release 11:48 Time Test Slop 11:53 NOTES:~ZA MW-55 -54;ZA IWELL ID: MW 54 PNEUMATIC SLUG TEST LOG 2ZA GEOENVIRONMENTAL OF NEW YORK c WELL ID MW-56-85 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO 1o(2 IEW YORK, NEWYORK 10001 Indian Point Ene.gy Centel FILE NO. 41,001780.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION IndM POWnt 3ZA ENGINEER Angela Hough BORING COORDINATES N 462707.4700 3ZA ENGINEER Sa- C0ueI- GROUND SURFACE EL.(FT) 70.258 3ZA ENGINEER TOP OF CASING EL(FT) 69.207 WELL DEPTH (PT) 84.9 WELL DIAMETER 1 INCH GROUND WATER DEPTH 46.76 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)DATUM NGVD 29 DATE 12/28/06 FT MEASUREMENTS TAKEN FROM: I Eopt eln g WA LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE 0 0 LEGENO: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 84.90 PTF DTS DEPTH TO WELL SCREEN FROM GROLDO SURFACE 70.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 46.76 FT WC WATER COLUMN HEIGHT 38.14 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 5.00 FT AS WATER COLUMN ABOVE SCREEN 23.24 FT DTB 84.90 FT-DTW 46.7 FT= WC 38.14 FT DTS 70.00 FT-DIW 4.78 FT* AS 23.24 FT AS 23.24 FT SAFE MARGIN 1824 FT CH 5.00 FT CH 5.00 FT SDIW 4.76 FT-WATER LEVEL INDICATOR DEPTH 51.76 FT CH / 2.31 = 2.16 PSI= PRESSURE APPLIED TO WELL HEAD DTW 46.76 FT+ TRANSDUCER READING 6.379 FT= TRANSDUCER DEPTH 53.14 FT Time Test Start 8:59 Transducer Reading at test start 6.341 FT Time of Pressurization 9:00 Time of Equilibrium 9:04 Equilibrium Transducer Reading 6.302 FT' r.STAT1C WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL Time of Pressure Release 9:04 Time Test Stop 9:10 MOTES: Due to an obstruction in MW-56-85 at approximately 53 It b/g, pressure transducer could not be lowered enough to log more than a 5 ft change in head.GZA MW-se -85 GZA IWELL to: MW 85 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK tent WELL 1D MW-56-85 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41.001786,01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Inian Point GZA ENGINEER Arne"a Houo BORING COORDINATES N 462707.4700 GZA ENGINEER Sara Covell GROUND SURFACE EL.(FT) 70.258 GZA ENGINEER TOP OF CASING EL(FT) 69.207 WELL DEPTH (FT) 84.9 WELL DIAMETER 1 INCH GROUND WATER DEPTH 46.76 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE lJ ...e.n WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED MR OR NITROGREN LIRE AIR IN GROUND SURFACE WELL CASING I PVC DATUM NGVD29 DATE 12128106 LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 84.90 _FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 70.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 46.76 FT WC WATER COLUMN HAUGHT 38.14 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 5.00 FT AS WATER COLUMN ABOVE SCREEN 23.24 FT DTB 84.90 FT-DW 46.76 FT= WC 38.14 FT DTS 70.00 FT-DTW 46.76 FT AS 23.24 FT AS 23.24 FT-SAFE MARGIN 18.24 FT CH 5.00 FT&#xf7; DTW 46.76 FT-WATER LEVEL INDICATOR DEPTH 51.76 FT CH /2.31= 2.16 PSI= PRESSURE APPLIED TO WELL HEAD DTW 46.76 FT+ TRANSDUCER READING 8.379 FT TRANSDUCER DEPTH 52.14 FT Time Test Start 9:10 Transducer Reading at test start 6.335 FT Time of Pressurization 9:11 Time of Equilibrium 9:14 Equilibrium Transducer Reading 6.319 FT Time of Pressure Release 9:15 Time Test Stop 9:20 4OTES: Due to an obstruction in MW-O6-85 at approximately 53 It b/g, pressure transducer could not be lowered enough to log more than a 5 ft change in head.GZA WELLID: MW 85 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cant WELL ID MW-57-11 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. I of 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 4100178U9.0i SCIENTISTS AND ENGINEERS PROJECT LOCATION Inlan POnH GZA ENGINEER Angola H.ouh GZA ENGINEER Sea CovHRi GZA ENGINEER RiOk Pont WELL DIAMETER 1 INCH NO. OF WELLS IN CLUSTER 3 BORING COORDINATES GROUND SURFACE EL.(FT)TOP OF CASING EL.(FT)WELL DEPTH (FT)GROUNDWATER DEPTH (STATIC WATER LEVEL DEPTH)N 4629881611 E 604562.9404 14.98 14.73 11 5.44 DATUM NGVD 29 DATE 12/26/06 MEASUREMENTS TAKEN FROM: 0 groud srftco 1] top of sngW L WATER LEVEL IND PRESSURE TRANSDUCER -CABLEE 01CATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE ....GROUND SURFACE WELL CASING / PVC RELEASE VALVE--..S AIR OUT J LEGEND: 079 079 01W WC CH AS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE DEPTH TO WELL SCREEN FROM GROUND SURFACE DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE WATER COLUMN HEIGHT CHANGE CN HEAD AFTER PRESSURIZATION WATER COLUMN ABOVE SCREEN 11.00 FT 8.50 FT 5.44 FT 5.96 FT 3.06 FT 3.06 FT I DTB 11.00 FT-D5W 5.44 FT WC 5.56 FT DTS 8.50 FT-DIW 5.44 FT AS 3.96 FT AS 3.D6 FT-SAFE MARGIN 0.50 FT CH 3.06 FT CH 3.06 FT+ DTW 5.44 FT-WATER LEVEL INDICATOR DEPTH 8.50 FT CH/ 2.31 = 1.32 PSI= PRESSURE APPLIED TO WELL HEAD DTW 5.44 FT+ TRANSDUCER READING 5.196 FT TRANSDUCER DEPTH 10.64 FT Time Test Start 13:16 Transducer Reading at test start 5.196 FT Time of Pressurzation 13:16 Time of Equilibrium 13:30 Equilibrium Transducer Reading 6.415 FT T 1 .TATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL OATALOGGING PRESSURE TRANSDUCER SCREEN------ WATER OUT SURING------ IIPRESSURIZATION 20:0 1111'I, 075 4--4--T1 *-I .................
.....Time of Pressure Release 13:30 Time Test Stop 13:36 NOTES: Due to the minimal extent of the water column above the screen in this well, the well was pressudzed to drive the water column to the midpoint of the screen (8.5 5I b/g)Note that DTS for this test is the midpoint of the well screen.Results of this test will be compared with susteinsd yield test (administered with a peristaltic pump) results for this well.GZA WELLI: MW 11 PNEUMATIC SLUG TEST LOG 13ZA GEOENVIRONMENTAL OF NEW YORK Cr W1ELL ID MW-57-11 M40 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 YEW YORK, NEWYORK 10001 Indian Point Energy Centet FILE NO. 41.001Te9s.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION Indian Poit TZA ENGINEER Angola HsJgh BORING COORDINATES N 462888.6888 E 604562.9404 TZA ENGINEER Sma Cuoval GROUND SURFACE EL.(FT) 14.98 DATUM NGVD 29 3ZA ENGINEER Rk Po-0 TOP OF CASING EL(FT) 14.73 DATE 12/26/06 WELL DEPTH (FT) 11 WELL DIAMETER 1 INCH GROUND WATER DEPTH 5.05 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE ET Tof SAiCRg WATER LEVEL INDICATOR CABLE LEAKATESTVVALVE ERELE5SE VALVE OR NITROGRENW ANE P- R OUNG LEGEND: DlD DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE F 1.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 8F50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 5.05 FT WC WATER COLUMN HEIGHT 5.95 FT CH CHANGE IN HEAD AFTER PRESSURI.TION 3.45 FT AS WATER COLUMN ABOVE SCREEN 3.45 FFT TS"7T S TA 11.00 FT-TW 5.05 FT WC 5.95 FT W L ATS 8.50 FT DTW 5.05 FT=AS 3.45 FT AS 3.45 FT-SAFE MARGIN 0.00 FT CH 3.45 FT P WAT.ER, LEVEL INICATOR CH 3.45 FT, D.W 5.05 FT PRESSURIZEDWATERLEVEL-TNATER LEVEL INDICATOR DEPTH 8.50 FT CI o 2.31 = 1349 PSI T o s R eDATALOGGING
= PRESSURE APPLIED TO WELL HEAD DT *.- -PRESSURE TRANSDUCER DTW 6.05 FT+TRANSDUCER READING 5.502 FT SCREEN TRANSDUCER DEPTH 10.55 FT -------...
-- -----....-
WATER OUT DURING... ------ PRESSURIZATION Time Test Start 13:39 Transducer Reading at test start 5.502 FT Time of Pressurization 13:39 Time of Pressure Release 13:41 Time of Equilibrium 13:41 Time Test Stop 13:44 Equilibrium Transducer Reading 6.444 -FT NOTES: Due to the minimal extent of the water column above the Screen in this well, the well was pressurized to drive the water column to the midpoint of the screen (8.5 It b/g)Note that DTS for this test is the midpoint of the well screen.Results of this test will be compared with sustained yield test (administered with a peristaltic pump) results for this well.ZA IWELLD- MW 11 PNFUMATIf~
RLUG TERT LOG GZA GEOENVIRONMENTAL OF NEW YORK cmes WELL i1 MW-57-20 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. I of 2 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.001786%.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION IndiRa Poht GZA ENGINEER dogea Ho-gh BORING COORDINATES N 462888.8986 GZA ENGINEER Sar Covaill GROUND SURFACE EL(FT) 14.98 GZA ENGINEER Rick Pons TOP OF CASING EL(FT) 14.75 WELL DEPTH (FT) 20.5 WELL DIAMETER 1 INCH GROUND WATER DEPTH 5.63 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 804562.8559 DATUM NGVD 29 DATE 12/26/06 FT MEASUREMENTS TAKEN FROM: 11 gmond wurfl&#xfd;COMPRESSED AIR OR NITROGREN LINE PRESSURE TRANSDUCER C WATER LEVEL INDICATOR CABLE LEAK TESTVALVE AR IN GROUND SURFACE WELL CASING I PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 20.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 15.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 5.63 FT WC WATER COLUMN HEIGHT 14.87 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 6.87 FT AS WATER COLUMN ABOVE SCREEN 9.87 FT DTB 20.50 FT-DTW 5.63 FT WC 14.87 FT DTS 15.50 FT-DTW 5.63 FT AS 9.87 FT AS 9.87 FT-SAFE MARGIN 3.00 FT CH 6.87 FT CH 6.87 FT+ DTW 5.63 FT-WATER LEVEL INDICATOR DEPTH 12.50 FT";TATIC WATER LEVEL)WATER LEVEL INDICATOR PRE.SSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER CH/ 2.31 : 2.97 PSI PRESSURE APPLIED TO WELL HEAD DTW 5.63 FT+ TRANSDUCER READING 11.772 FT TRANSDUCER DEPTH 17.40 FT Time Test Start 11:07 Transducer Reading at test start 11.829 FT 4 -' SCREEN...... IWATER OUT DURING------ lPRESSURIZATION Q................
Time of Pte ressuridz up 11:07 Time oDf Equ~ilibriumn 11:15 EquilibriumnTrnnsducerReading 11.865 -FT Time of Pressure Release 11:15 Time Test Stop 11:18 4OTES: Air loak was detected and reolv/ed upon initial preosurization.
GZA IWELL ID: MW .
PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cie WELL ID MW- 57 -20 440 NINTH AVENUE, 18t FLOOR Entergy TEST NO 20(2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO.
SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Post GZA ENGINEER Angla Hough BORING COORDINATES N 462888.89M6 GZA ENGINEER S- COmalI GROUND SURFACE EL (FT) 14.98 DA GZA ENGINEER Rick Pont TOP OF CASING EL (FT) 14.75 WELL DEPTH (IFT) 20.5 WELL DIAMETER 1 INCH GROUND WATER DEPTH 5.64 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE L] lof -ug WATER LEVEL INDICATOR CABLE LEAK TEST VALVE I I RE COMPRESSED AIR OR NITROUREN LINE AIR IN GROUND 7 SURFACE WELL CASING I PVC E 604562.&559 TUM NGVD 29'ATE 12/26/06.EGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 20.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 15.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 5.64 FT WC WATER CCLUMN HEIGHT 14.86 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 6.86 FT AS WATER COLUMN ABOVE SCREEN 9.86 FT OTB 20,50 FT-DTW 5.64 FT-WC 14.86 FT DTS 15.50 FT-DW .64 FT AS 9.86 FT AS 9.86 FT-SAFE MARGIN 3.00 FT-CH 6.66 FT CH 6.86 FT&#xf7; 0TW 5.64 FT-WATER LEVEL INDICATOR DEPTH 12.50 FT CH / 2.31 = 2.97 PSI= PRESSURE APPLIED TO WELL HEAD DTW 5.64 FT+ TRANSDUCER READING 11,772 FT TRANSDUCER DEPTH 17.41 FT Time Test Start 11:21 Transducer Reading at test start 11.841 FT EL Time of Pressulrzation 11:21 Time of Equilibrium 11:25 Equilibrium Transducer Reading 11.866 FT Time of Pressure Release 11:25 Time Test Stop 11:30 NOTEiS: GZA JWELLI1: MW .2 PNEUMATIC SLUG TEST LOG n.A GEOENVIRONMENTAL OF NEW YORK CHAD WELL ID MW- 57 -45 440 NINTH AVENUE, I8tI FLOOR Enteagy TEST NO. I of 2 NEW YORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 41,001780901 SCIENTISTS AND ENGINEERS PROJECT LOCATION Hdae Pont GZA ENGINEER Angola Hough BORING COORDINATES N 4628M.6589 E GZA ENGINEER Sam CoveB GROUND SURFACE EL(FT) 14.98 DATL GZA ENGINEER TOP OF CASING EL(FT) 14.81 DA-WELL DEPTH (PT) 45.5 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 6.29 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)JM NGVD 29 rE 12126/06 MEASUREMENTS TAKEN FROM: ground surface PRESSURE TRANSDUCER CABLE J top oAcsinrg WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE ARI GROUND SURFACE WELL CASING / PVC ARH OUT LEGEND: 0T6 DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.50 FT 0TS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 6.29 FT WC WATER COLUMN HEIGHT 39.21 FT CH CHANGE IN HEAD AP-ER PRESSURIZATION 19.21 FT AS WATER COLUMN ABOVE SCREEN 24.21 FT 0Th 45+50 FT-DW 6.29 FT-WC 39.21 FT OT 30.50 FT-DTW 6.29 FT SAS 2421 FT AS 24+21 FT-SAFE MARGIN 5.00 FT-CH 19.21 FT CH 19+21 FT+ DTW 6.29 FT-WATER LEVEL INDICATOR DEPTH 25+50 FT CH / 2.31 = 8.32 PSI= PRESSURE APPLIED TO WELL HEAD DTW 6.29 FT+ TRANSDUCER READING 38.856 FT= TRANSDUCER DEPTH 45.15 FT Time Test Start 9:19 Transducoer Reading at lest start 38.856 FT I_;Z AI WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER 4~SCREEN---- WATER OUT DURING---- PRESSURIZATION lvI 01...8...
......4......................
Time of Pressurization 9:19 Time of Equilibrium 9:32 Equilibrium Transducer Reading 38.879 FT Time of Pressure Release 9:33 Time Test Stop 10:04 NOTRS: GZA IWELL1: MW 45 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clen WELL ID MW 45 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 tEW YORK. NEW YORK 10001 Indian Point Energy Centel FILE NO 41.001786R01 SCIENTISTS AND ENGINEERS PROJECT LOCATION IndIcn Pown 3ZA ENGINEER Ang". Hough BORING COORDINATES N 462888.6589 OZA ENGINEER Sa- Co-w0 GROUND SURFACE EL(FT) 14.98 DA 3ZA ENGINEER TOP OF CASING EL(FT) 14.81 0 WELL DEPTH (FT) 45.5 WELL DIAMETER 1 INCH GROUND WATER DEPTH 6.33 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAK(EN PROM: PRESSURE TRANSDUCER CABLE Npof ewg WATER LEVEL INDICATOR CABLE LEAK TEST VALVE I REM COMPRESSED AIR OR NITROGREN LINE JUR IN --GROUIND SUIRFACIE WELL CAS11IN PV.E 604562.8432 TUM NGVD29 ATE 12/26/06 LEGEND: DT8 DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.50 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.50 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 6.33 FT WC WATER COLUMN HEIGHT 39.17 FT CH CHANGE IN HEAD AFTER PReSSUZ.tAnON 19.17 FT AS WATER COLUMN ABOVE SCREEN 24.17 FT DTB 45.50 FT-W 6.33 FT= WC 39.17 FT DTS 30.50 FT-8W6.33 FT AS 24.17 FT AS 24.17 FT-SAFE MARGIN 5.00 FT= CH 19.17 FT CH 19.17 FT+ D0W 6.33 FT-WATER LEVEL INDICATOR DEPTH 25.50 FT CH / 2.31 = 830 PSI= PRESSURE APPLIED TO WELL HEAD D0W 6.33 FT+ TRANSDUCER READING FT TRANSDUCER DEPTH 45.19 FT Time Test Start 10:07 Transducer Reading at test start 38.881 FT". STATIC WATER LEVEL)WATER LEVEL INDICATOR Time of Pressurization 10:07 Time o8 Equilibrium 10:22 Equilibrium Transducer Reading 38,889 FT Time of Pressure Release 10:24 Time Test Stop 10:40 NOTES: GZA WELL ID: MW 45 GZA GEOENVIRONMENTAL OF NEW YORK cnka WELL Io MW-58-65 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1 0'2 NEW YORK, NEW YORK 10001 Indian Point Energy Centem FILE NO. 41.0017M69.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Pint 3ZA ENGINEER Angela Hough BORING COORDINATES N 462863.8071 I 3ZA ENGINEER Sara Coeili GROUND SURFACE EL(FT) 14.57 OA 3ZAENGINEER TOP OF CASING EL(FT) 14.25 _WELL DEPTH (FT) 65 WELL DIAMETER 1 INCH GROUND WATER DEPTH 7.42 FT NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)FUM NGVD29 ATE 1/2/07 MEASUREMENTS TAKEN FROM: Sgrond surfac I~j EoHf amingWA LER COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE-EGENO: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 65.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 50.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 7.42 FT WC WATER COLUMN HEIGHT 57.58 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 32.58 FT AS WATER COLUMN ABOVE SCREEN 42.58 FT EL DTB 65.00 FT-0DW 7.42 FT= WC 57.58 FT DTS 50.00 FT-D0W 7.42 FT AS 42.58 FT AS 42.58 FT-SAFE MARGIN 10.00 FT CH 32.58 FT CH 32.58 FT+ DTW 7.42 FT-WATER LEVEL INDICATOR DEPTH 40.00 FT CH / 2.31 = 14.10 PSI= PRESSURE APPLIED TO WELL HEAD DTW 7.42 FT+ TRANSDUCER READING 36.586 FT TRANSDUCER DEPTH 44.01 FT Time TRot Start 10:11 Transducer Reading at tst start 36,605 FT Time of Pressurization 10:12 Time of Equilibrium 10:18 Equilibrium Transducer Reading 36.592 FT Time of Pressure Release 10:19 Time Test Stop 10:26 NOTES: OZA IWELLID MW 65 GZA!WELL 10: MW 65 PNUAt LUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cuent WELL ID MW-58-65 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 of 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41R001786901 SCIENTISTS AND ENGINEERS PROJECT LOCATION [MIDe PoInt GZA ENGINEER Aegel. H-0 GZA ENGINEER Sa, Covell GZA ENGINEER BORING COORDINATES GROUND SURFACE EL(FT)TOP OF CASING EL(FT)WELL DEPTH (FT)GROUNDWATER DEPTH (STATIC WATER LEVEL DEPTH)N 462863.8071 E 6043997201 14.57 14.25 65 7.42 DATUM NGVO 29 DATE 1/2/07 FT WELL DIAMETER 1 INCH NO. OF WELLS IN CLUSTER 2 MEASUREMENTS TAKEN FROM: 19X "0of cosng WATER LEVEL IND PRESSURE TRANSDUCER CABLE ICATOR CABLE LEAK TEST VAILVE COMPRESSED AIR OR NITRORREN LINE AIN I L GROUJND SZURFACE WELL CASING I PVC RELEASE VALVE AR OUT LEGEND: DTB DTS DTW WC CH AS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 65.00 _FT DEPTH TO WELL SCREEN FROM GROUND SURFACE 50.00 FT DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 7.42 FT WATER COLUMN HEIGHT 57.58 FT CHANGE IN HEAD AFTER PRESSURIZATION 32.58 FT WATER CEOLUMN ABOVE SCREEN 42.58 FT I I DTB 65.00 FT-0TW 7.42 FT= WC 57.58 FT DTS 50.00 FT-DTW 7.42 FT-AS 42.58 FT AS 42.58 FT-SAFE MARGIN 10.00 FT* CH 32.58 FT CH 32.58 FT+ DTW 7.42 FT-WATER LEVEL INDICATOR DEPTH 40.00 FT CH/2.31 = 14.10 PSI= PRESSURE APPLIED TO WELL HEAD DTW 7.42 FT+ TRANSDUCER READING 36.586 FT= TRANSDUCER DEPTH 44.01 FT Time Test Start 10:26 Transducer Reading at test start 36.549 FT Time of Pressurization 10:27 Time of Equilibrium 10:32 Equilibrium Transducer Reading 36.632 FT ck~C.F 7.TATIC WATER LEVEL WATERLEVEL INDICATOR O k I Ii II,, ill VI flI4~V I0T3...4 -.... .........................
PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER
-SCREEN------ WATER OUT DURING------ *PRESSURIZATION Time of Pressure Release 10:33 Time Test Stop 10:42 40TES:.A IWELL ID: MW 65 PNEUMATIC SLUG TEST LOG 11A GEOENVIRONMENTAL OF NEW YORK ctaro WELL ID MW-59-31 40 NINTH AVENUE. 18th FLOOR EnteWg TEST NO. 10&2 IEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO 41.01H7118,01 SCIENTISTS AND ENGINEERS PROJECT LOCATION InMan Poit 3ZA ENGINEER Argal. Holgh BORING COORDINATES N 462912.0301 E 3ZA ENGINEER RicI Pon1 GROUND SURFACE EL.(FT) 14.52 GAT 3ZA ENGINEER Sa. Co-1i TOP OF CASING EL.(FT) 14.41 D)WELL DEPTH (FT) 31 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 11.64 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)604329.0351 GUM NGVD 29 ATE 12/26/16 MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE top of cawng WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE AIR .IN P`,EaONRE AIR COUT GROUND SURFACE WELL CASINOG/ PVC LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 31.00 FT 0T8 DEPTH TO WELL SCREEN FROM GROUND SURFACE 21.00 FT 0TW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 11.64 FT WC WATER COLUMN HEIGHT 19.36 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 6.36 FT AS WATER COLUMN ABOVE SCREEN 9.36 FT DTB 31.00 FT-DTW 11.64 FT O WC 19.36 FT DTS 21.00 FT-D1W 11.64 FT* AS 9.36 FT AS 9.36 FT-SAFE MARGIN 3.00 FT CH 6.36 FT CH 6.36 FT+ 0'W 11.64 FT-WATER LEVEL INDICATOR DEPTH 18.00 FT CH / 2.31 = 2.75 PSI= PRESSURE APPLIED TO WELL HEAD DTW 11.64 FT+ TRANSDUCER READING 7.389 FT= TRANSDUCER DEPTH 19.03 FT Time Test Start 14:28 Transducer Reading at test start 7.389 FT I I.. .T ATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER 4F SCREEN........ ..WATER OUT DURING......- PRESSURIZATION 4+I O Time of Pressurization 14:30 Time of Equilibrium 14:33 Equilibrium Transducer Reading 7.504 FT Time of Pressure Release 14:33 Time Test Stop 14:34 NOTES: False start occurred at 14:28, Upon pressurization, a leak was detected.
The well head was depressurized and the leak was resoved.Pressurization for actual test began at 14:30.GZA IWELLID MW 31 GZA 1WE-UL ID! MW 31 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK E~ent WELL ID MW-59-31 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2.f2 NEWYORK, NEW YORK 10001 Indian Point Enery Centei FILENO. 41.001786Ul9 SCIENTISTS AND ENGINEERS PROJECT LOCATION IRnlian Point OZA ENGINEER A~gela H0ugh BORING COORDINATES N 462912.0301 E 604329.0351 GZA ENGINEER Rick Pont GROUND SURFACE EL.(FT) 14.52 DATUM NGVD 29 GZA ENGINEER Uras Co-lli TOP OF CASING EL(FT) 14.41 DATE 12126/06 WELL DEPTH (FTM 31 WELL DIAMETER 1 INCH GROUND WATER DEPTH 11.64 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE OT EP1 T EL CRE FO GONDSRFACE 21.0 FTLCAIG DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 1.64 FT WC WATER COLMN HEIGHT 19.36 VFT CH CHANGE IN HEAD AFTER PRESSURIZATION 6.36 FT AS WATER COMN ABOVE SCREEN 9.36 FT T GROSTATIC WATER LEVEL O TE 31.00 FT-DTW 11.64 FT= WC 19.36 FT 1 DTS 21.00 FT-DTW 11.64 FT= AS 9.36 FT AS 9.36 FT-SAFE MARGIN 3.00 FT CH 6.36 FT WATER LEVEL INDICATOR CH 6.36 FT+ DTW 11.64 FT PRESSURIZED WATER LEVEL-WATER LEVEL INDICATOR DEPTH 18.00 FT CH /2.31 = 2.75 PSI *DATALOGGING
= PRESSURE APPLIED TO WELL HEAD O PRESSURE TRANSDUCER DTW 11.64 FT ."+ TRANSDUCER READING 7.504 FT 4 -SCREEN TRANSDUCER DEPTH 19.14 FT --------- -P.. WATER OUT DURING.. ... PRESSURIZATION Time Test Start 14:34 Transducer Reading at test start 7.504 FT Time of Pressurizaton 14:34 Time of Pressure Release 14:36 Time of Equilibrium 14:35 Time Test Stop 14:37 Equilibrium Transducer Reading 7.527 FT NOTES: GZA WELLD: MW 31 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK WELL ID MW-59-45 440 NINTH AVENUE, 18th FLOOR Entegy TEST NO. 1 014 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FLE NO. 41.001786gm01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indan Point GZA ENGINEER Anglea Hough BORING COORDINATES N 462912.1268 GZA ENGINEER Rik P-o1 GROUND SURFACE EL(FT) 14.52 GZA ENGINEER TOP OF CASING EL(FT) 13.90 WELL DEPTH (FT) 45 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.58 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604329.1342 DATUM NGVD 29 DATE 12021/06 FT MEASUREMENTS TAKEN FROM: b'dpofng wA lEJ COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 40.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.58 FT WC WATER COLUMN HEIGHT 34.42 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 27.42 FT AS WATER COLUMN ABOVE SCREEN 29.42 FT DTB 45.00 FT-DTW 10.58 FT WC 34.42 FT DTS 40.00 FT-DTW 10.8 FT* AS 29.42 FT AS 29.42 FT-SAFE MARGIN 2.00 FT CH 27.42 FT CH 27.42 FT&#xf7; D -W 10.58 FT-WATER LEVEL INDICATOR DEPTH 38.00 FT CH / 2.31 = 11.87 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.58 FT+ TRANSDUCER READING 23.698 FT= TRANSDUCER DEPTH 34.2 FT Time Test Start 11:21 Transducer Reading at test start 23.696 FT Time of Pressudzation 11:21 Time of Equilibrium 11:26 Equilibrium Transduoer Reading NA FT' .ATIC WATER LEVEL NATER LEVEL INDICATOR Time of Pressure Release 11:26 Time Test Stop 11:36 NOTES: GZA IWELLID MW 45 NOTES!WELL ID: MW 45 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cists WELL Io MW-59-45 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2.f4 NEW YORK, NEWYORK 10001 Indian Point Energy Centel FILE NO. 41.001786901 SCIENTISTS AND ENGINEERS PROJECT LOCATION InWian Poit GZA ENGINEER Aga Hough BORING COORDINATES N 462912.1268 E GZA ENGINEER RIk Podt GROUND SURFACE EL.(FT) 14.52 DAT GZAENGINEER TOP OF CASING EL(FT) 13.90 Dl WELL DEPTH (FT) 45 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.58 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)* 604329.1342 LIM NGVD29 ATE 12/21/06 MEASUREMENTS TAKEN FROM:]groun surfac]p of caeE rg WA LEI COMPRESSED AIR OR NITROGREN LINE AR IN GROUND SURFACE LEGEND: DT0 DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 40.00 FT DT2W DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.58 FT WC WATER COLUMN HEIGHT 34.42 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 27.42 Ft AS WATER COLUMN ABOVE SCREEN 29.42 FT DTB 45.00 FT-DTW 10.08 FT= WC 34.42 FT DTS 40.00 FT-DTW 10.58 FT= AS 29.42 FT AS 29.42 FT-SAFE MARGIN 2.00 FT* CH 27.42 FT CH 27.42 FT* 01W 10.58 FT-WATER LEVEL INDICATOR DEPTH 38.00 FT CH/ 2.31 = 11.87 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.58 FT+ TRANSDUCER READING 23.696 FT= TRANSDUCER DEPTH 34.28 FT Time Test Start 11:36 Transducer Reading at test start 23.668 FT Time of Pressurizatio 11:36 Time of Equilibrium 11:44 EquilibiDum Transducer Reading 23.672 FT Time of Pressure Release 11:44 Time Test Stop 11:48 NOTES: GZA IWELL ID: MW 45 GZA WELL~~IDM  4 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK ClAr WELL 10 MW-59-45 440 NINTH AVENUE, 18th FLOOR Entargy TEST NO_ 3 of 4 NEW YORK, NEW YORK 10001 Indian Point Energy Centai FILE NO 41.0017889.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Po.n GZA ENGINEER Angsla Hough BORING COORDINATES N 462912.1268 ZA ENGINEER Rick Po- GROUND SURFACE EL.(FT) 14.52 GZA ENGINEER TOP OF CASING EL(FT) 13.90 WELL DEPTH (FT) 45 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.58 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604329.1342 DATUM NGVD 29 DATE 12/21/06 FT MEASUREMENTS TAKEN FROM: COPRSS d -AIR COMPRESSED AIR PRESSURE TRANSDUCER C WATER LEVEL INDICATOR CABLE LEA TEST VALVE OR NITROGREN LINE AIR IN GROUND SURFACE WELL CASING I PVC I LEGEND: DTI DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 36.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.58 FT WC WATER COLUMN HEIGHT 34.42 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 22.42 FT AS WATER COLUMN ABOVE SCREEN 25.42 FT DTB 45.00 FT-DW 10.58 FT-WC 34.42 FT DTS 36.00 FT-DW 10.58 FT-AS 25.42 FT AS 25.42 FT-SAFE MARGIN 3.00 FT CH 2242 FT CH 22.42 FT+ DTW 10.58 FT-WATER LEVEL INDICATOR DEPTH 33.00 FT CH / 2.31 = 9.71 PSI=PRESSURE APPLIED TO WELL HEAD DTW 10.58 FT TRANSDUCER READING 23.696 FT= TRANSDUCER DEPTH 34.2 FT Time Test Start 11:48 Transducer Reading at teat start 23.608 FT*'&#xfd; STATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER
.I.---SCREEN------ WATER OUT DURING------ 1PRESSURIZATION Time af PressuiationI1 11:49 Time of Equilibrium 11:50 Equilibrium Treansducer Reading 25.684 -FT Time of Pressure Release 11:50 Time Test Stop 11:56 40TES: False start (preesurizaton) at 11:48. Pressure released at 11:49 and restarted.
GZA I- ID: MW 45 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Ckr WELL IG MW-59-45 440 NINTH AVENUE, 18th FLOOR Entargy TEST NO 4&4 NEWYORK, NEWYORK 10001 Indian Point Energy Centeo FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indi Poit 3ZA ENGINEER Angola Hwogh BORING COORDINATES N 462912.1268 GZA ENGINEER Rick Po1 GROUND SURFACE EL(FT) 14.52 DA GZA ENGINEER TOP OF CASING EL(FT) 13.90 0 WELL DEPTH (FT) 45 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.58 FT NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAEN FROM: PRESSURE TRANSDUCER CABLE IIlop &-i rRIg WATER LEVEL INDICATOR CABLE LEAN TEST VALVERE COMPRESSEEDAIR OR NITROGREN LINE AIR IN GROUND SURFACE WELL CASING I PVC_ 604329.1342.UM IPEC ATE 12/21/06 LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 45.00 FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 36.00 FT 0TW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.58 FT WC WATER COLUMN HEIGHT 34.42 FT CN CHANGE IN HEAD AFTER PRESSURIZATION 22.42 FT AS WATER COLUMN ABOVE SCREEN 25.42 FT DTB 45.00 FT-DTW 1058 FT-WC 34.42 FT DTS 36.00 FT-DTW 10.58 FT= AS 25.42 FT AS 25.42 FT-SAFE MARGIN 3.00 FT CH 22+42 FT CH 22.42 FT+ 01W 10.56 FT-WATER LEVEL INDICATOR DEPTH 33.00 FT CH /2.31 = 971 PSI=PRESSURE APPLIED TO WELL HEAD DTW 10.58 FT* TRANSDUCER READING 23.696 FT= TRANSDUCER DEPTH 34.26 FT Time Test Start 11:56 Transducer Reading at test start 23.579 FT';7 TATIC WATER LEVEL Time of Pressurization 11:56 Time of Equilibrium 12:00 Equilibrium Transducer Reading 24.207 FT Time of Pressure Release 12:00 Time Test Stop 12:04 40TES: GZA WELLIG MW 45 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK c,. WELL 1 MW-59-68 440 NINTH AVENUE, 18th FLOOR Enterw TEST NO 1 of 3 NEW YORK, NEW YORK 10001 Indian Point Energy Centes FILE NO 41001788001 SCIENTISTS AND ENGINEERS PROJECT LOCATION HA. Pow,1 GZA ENGINEER Ag.10 Hough GZA ENGINEER Rick Pont GZA ENGINEER WELL DIAMETER 1 INCH NO. OF WELLS IN CLUSTER 3 BORING COORDINATES GROUND SURFACE EL(FT)TOP OF CASING EL(FT)WELL DEPTH (FT)GROUNDWATER DEPTH (STATIC WATER LEVEL DEPTH)N 462911.9136 E 604328.9969 14.52 14.23 68 10.99 DATUM NGVD 29 DATE 12/21/06 FT MEASUREMENTS TAKEN FROM: 1] g-eund sufa 1] bop of co~ng WATER LEVEL IN PRESSURE TRANASDUCER CABLE DICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROWREN LINE A IN GROUND SURFACE WELL CASING I PVC RELEASE VALVE AIR OUT I LEGEND: DTB DTS DTW Wc CH AS DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE DEPTH TO WELL SCREEN FROM GROUND SURFACE DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE WATER CCLUMN HEIGHT CHANGE IN HEAD AFTER PRESSURZUTION WATER COLUMN AGOVE SCREEN 68.00 FT 53.00 FT 10.99 FT 57.01 FT 41.01 FT 42.01 FT IATIC WATER LEVEL L DTB 68.00 FT-0W 10.99 FT= WC 57.01 FT OTS 53.00 FT-DTW 10.99 FT= AS 42.01 FT AS 42.01 FT-SAFE MARGIN 1.00 FT C OH 41.01 FT CH 41.01 FT+ DTW 10.99 FT WATERLEVEL INDICATOR DEPTH 52.00 FT (M-a&#xfd;4 WATER LEVEL INDICATOR CH 12.31= 17.75 PSI= PRESSURE APPLIED TO WELL HEAD III II ii.11:11.44 01W 10.99 FT TRANSDUCER READING 45.027 FT= TRANSDUCER DEPTH 08.02 FT TimB Tesl Start 13:30 TrasUduEO Reading at1t84t start 45.027 FT Time ofPressurization 13:31 Time of Equilibrium 13:38 Equilibrium Transducer Reading 48.334 -FT 0... ........4....................
PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER SSCREEN------ b. WATER OUT DURING------ lo PRESSURIZATION Time of Pressure Release 13:38 Time Test Stop 13:48 NOTES: GZA WELLI.: MW 68
&#xfd; 0 PNEUMATIC SLUG TEST LOG WA GEOENVIRONMENTAL OF NEW YORK cs.n WELL ID MW 68 140 NINTH AVENUE. 18th FLOOR Entergy TEST NO 2&13 IEW YORK, NEWYORK 10001 Indian Point Energy Centa FILE NO 41,00E78,01 SCIENTISTS AND ENGINEERS PROJECT LOCATION SAwwn Point 3ZA ENGINEER Angela Hough BORING COORDINATES N 462911.9136 ,ZA ENGINEER Rik Pore GROUND SURFACE EL (FT) 14.52 3ZA ENGINEER TOP OF CASING EL(FT) 14.23 WELL DEPTH (FT) 68 WELL DIAMETER 1 INCH GROUND WATER DEPTH 10.99 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL OEPTH)E 604328.9969 DATUM NGVD 29 DATE 12J21106 FT MEASUREMENTS TAKEN FROM:-nUd S014U I. &#xfd;o &#xfd;.Wg WA" LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 68.00 FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 53.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 10.99 FT WC WATER COLUMN HEIGHT 57.01 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 41.01 FT AS WATER COLUMN ABOVE SCREEN 42.01 FT DTB 68.00 FT-DTW 10.99 FT= WC 57.01 FT DT0 53.00 FT-DTW 10.99 FT= AS 42.01 FT AS 42.01 FT-SAFE MARGIN 1.00 FT CH 41.01 FT CH 41.01 FT+ DTW 10.99 FT W&#xfd;VATER LEVEL INDICATOR DEPTH 52.00 FT CH / 2.31 = 17.75 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.99 FT+ TRANSDUCER READING 45.027 FT TRANSDUCER DEPTH 56.02 FT Time Test Start 13:48 Transducer Reading at test start 44.525 FT TimB of Pressurization 13:48 TimeB of Equilibrium 14:00 Equilibrium Transducer Reading 45.120 FT Time of Pressure Release 14:00 Time Test Stop 14:15 NOTES: GZA I-- MW 68 PNEUMATIC SLUG TEST LOG 13A GEOENVIRONMENTAL OF NEW YORK WELL ID MW-59-88$40 NINTH AVENUE, 18th FLOOR Entergy TEST NO, 3o(3 4EW YORK, NEW YORK 10001 Indian Point Energy Centei FILE NO. 41.0017809.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION stan Point.ZA ENGINEER Angel Hough BORING COORODNATES N 462911.9136 3ZA ENGINEER Rik Pos, t GROUND SURFACE EL (FT) 14.52 3ZA ENGINEER TOP OF CASING EL(FT) 14.23 WELL DEPTH (FT) 68 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 10.99 NO. OF WELLS IN CLUSTER 3 (STATIC WATER LEVEL DEPTH)E 604328.9969 DATUM NGVD29 DATE 12/21/06 FT MEASUREMENTS TAKEN FROM: 11l ground wufacs r19 Xp of casing COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND EU RFACE.EGENO: DTB OEPT TO BOTTOM OF WELL FROM GROUND SURFACE 68.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 53.00 FT OTW DEPTH TO STATiC WATER LEVEL FROM GROUND SURFACE 10.99 FT WC WATER COLUAMN HEIGHT 57.01 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 41.01 FT AS WATER COLUMN ASOVE SCREEN 42.01 FT DT8 68.00 FT-DTW 10.99 FT: WC 57.01 FT DTS 53.00 FT-DEW 10.99 FT AS 42.01 FT AS 42.01 FT-SAFE MARGIN 1.00 FT= CH 41.01 FT CH 41,01 FT+ DTW 10.99 FT-WATER LEVEL INDICATOR DEPTH 52.00 FT CH /2.31 = 17.75 PSI= PRESSURE APPLIED TO WELL HEAD DTW 10.99 FT+ TRANSDUCER READING 45.027 FT TRANSDUCER DEPTH 56.02 FT Time Test Start 14:15 Transduewr Reading at test start 44.224 FT EL 0 Time of Pressurization 14:15 Time of Equilibrium 14:22 Equilibrium Transducer Reading 44.179 FT Time of Pressure Release 14:22 Time Test Stop 14:30 NOTES: 0 GZA IWELLID: MW 68 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK C WELL oI MW-62-38 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. -1 U 1 NEW YORK, NEWYORK 10001 Indian Point Enersy Centel FILE NO. 41.0017859.10 SCIENTISTS AND ENGINEERS PROJECT LOC.ATON nda. Point TZA ENGINEER Angola Hough BORING COORDINATES N 463087.4034
-3ZA ENGINEER GROUND SURFACE EL (FT) 14.69 DA GZA ENGINEER TOP OF CASING EL(FT) 12.89 0 WELL DEPTH (FT) 38.30 WELL DIAMETER 1 INCH GROUND WATER DEPTH 13.51 FT NO. OF WELLS IN CLUSTER 2 -Borehole (STATIC WATER LEVEL DEPTH)TUM NGVD29 ATE 5/16/07 MEASUREMENTS TAKEN FROM: 0' ground surface 19 top of casing WA LEV COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 38.30 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 33.30 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.51 FT WC WATER COLUMN HEIGHT 24.79 FT CH CHANGE IN HEAD AFTER PRESSURIZAION 10.00 FT AS WATER COLUMN ABOVE SCREEN 19.79 FT DTB 38.30 FT DTW 1351 FT= WC 24.79 FT DTS 33.30 FT-DTW 13.51 FT= AS 19.79 FT AS 19.79 FT SAFE MARGIN 9.79 FT= CH 10.00 FT CH 10.00 FT F DTW 13.51 FT-WATER LEVEL INDICATOR DEPTH 23.51 FT CH /2.31 = 4.33 PSI= PRESSURE APPLIED TO WELL HEAD DTW- 13.51 FT+ TRANSDUCER READING 24.641 FT TRANSDUCER DEPTH 38.15 FT Time Test Start 8:58 Transducer Reading at test start 24.668 FT Time of Pressurization 9:00 Time of Equilibrium 9:05 Equilibrium Transducer Reading 24.694 FT"'Z.STATIC WATER LEVEL WATER LEVEL INDICATOR PRE SSRIZED WATER LEVEL Time of Pressure Release 9:05 Time Test Stop 9:08 NOTES: GZA WELLID MW-62 -38 GZA iWELL ID: MW 38 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CNo, WELL I1 MW-62-38 440 NINTH AVENUE, 18th FLOOR Enterg/ TEST NO. 1 St 1 NEW YORK, NEWYORKI 10001 Indian Point Eney Centel FILE NO. 41.00178O.10 SCIENTISTS AND ENGINEERS PROJECT LOCATION IHiaSn Point GZA ENGINEER g/a H-ough BORUNG COOROINATES N 4630874034 GZA ENGINEER GROUND SURFACE ELIFT) 14.69 GZA ENGINEER TOP OF CASING EL(FT) 12.89 WELL DEPTH (FT) 38.30 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 13.51 NO. OF WELLS IN CLUSTER 2 Borehole (STATIC WATER LEVEL SEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE btp of casng WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE WELL CASING I PVC E 604349.9123 DATUM NGVD29 DATE 5/1607 FT LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 38.30 FT 0TS DEPTH TO WELL SCREEN FROM GROUND SURFACE 33.30 FT DTW OEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.51 FT WC WATER COLUMN HEIGHT 24.79 FT CN CHANGE IN HEAD AFTER PRESSURIZATION 10.0O FT AS WATER COLUMN ABOVE SCREEN 19.79 FT DTB 38.30 FT-DTW 13.51 FT WC 24.79 FT OTS 33.30 FT-DTW 13.51 FT-AS 19.79 FT AS 19.79 FT-SAFE MARGIN 9.79 FT-CH 10.00 FT CH 10.00 FT A DTW 13.51 FT-WATER LEVEL INDICATOR DEPTH 23.51 FT CH / 2.31= 4.33 PSI= PRESSURE APPLIED TO WELL HEAD DTW' 13.51 FT* TRANSDUCER READING 24.641 FT TRANSDUCER DEPTH 38.15 FT Time Test Start 9:09 Transducer Reading at test start 24.692 FT Time of Pressurizatior, 9:09 TieE of Equilibrium 9:15 Equilibrium TraRsduosr Reading 24.774 FT Time of Pressure Release 9:15 Time Teal Stop 9:19 NOTES: GZA Zu.WELLS:
MW 38 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CUhnt WELL ID MW-62-38 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. I Of I NEW YORK, NEW YORK 10001 Indian Point Enery Centei FILE NO 41b01oT78S.10 SCIENTISTS AND ENGINEERS PROJECT LOCATION InIas PE&#xfd;t GZA ENGINEER Angeta Hough GZA ENGINEER GZA ENGINEER BORING COORDINATES GROUND SURFACE EL (FT)TOP OF CASING EL(FT)WELL DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)N 463087.4034 E 604349.9123 14.69 12.89 38.30 13.51 DATUM NGVD 29 DATE 5/16/07 FT WELL DIAMETER 1 INCH NO, OF WELLS IN CLUSTER 2 + Borehole MEASUREMENTS TAKEN FROM H "o~fl casng WATER LEVEL IND PRESSURE TRANSDUCER CABLE IICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE GROUND SURFACE WELL CASING I PVC AR OUT LEGEND: D13T DTS DTW wC CHI AS ,I DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 38.30 FT DEPTH TO WELL SCREEN FROM GROUND SURFACE 33.30 FT DEPTH TO STA1TC WATER LEVEL FROM GROUND SURFACE 13.51 FT WATER COLUMN HEIGHT 24.79 FT CHANGE IN HEAD AFTER PRESSURIZATION 10.00 FT WATER COLUMN ABOVE SCREEN 19.79 FT DTB 38.30 FT-DTW 13.51 FT* WC 24.79 FT DTS 33.30 FT-DTW 1361 FT AS 19.79 FT AS 1979 FT-SAFE MARGIN 9.79 FT-CH 10.00 FT CH 10.00 FT+ D'1W 13.51 FT-WATER LEVEL INDICATOR DEPTH 23.51 FT CH / 2.31 = 4.33 PSI= PRESSURE APPLIED TO WELL HEAD DTW" 13.51 FT+ TRANSDUCER READING 24.641 FT TRANSDUCER DEPTH 38.15 FT Time Test Start 9:24 Transducer Reading at test start 24.799 FT Time of Pressurization 9:24 Time of Equilibrium 9:30 Equilibrium Transducer Reading 24.869 FT 4$Th"; 7TATIC WATER LEVEL WATER LEVEL INDICATOW PRESSURIZED WATER LEVEL DATALOGGING
-- PRESSURE TRANSDUCER 4SCREEN------ WATER OUT DURING------ PRESSURIZATION 0*.........
.. ...4-........r I........II, I i Time of Pressure Release 9:30 Time Test Stop 9:34 40TES: 3ZA IWELLI MW 38 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clen WELL It MW-63 -35 440 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 1.o2 NEW YORK, NEWYORK 10001 Indian Point Energy Centet FILE NO. 41.0017O011.0 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indan Pont GZA ENGINEER Angl. Ho.,0 BORING COORDINATES N 462969.2977 GZA ENGINEER S-ra Co-11 GROUND SURFACE EL.(FT) 14.178 SZA ENGINEER TOP OF CASING EL(FT) 13.059 WELL DEPTH IFT) 35.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 13.43 NO OF WELLS IN CLUSTER 2 .Borehole (STATIC WATER LEVEL DEPTH)E 604251.0687 DATUM NGVD 29 GATE 5/9/07 MEASUREMENTS TAKEN FROM: top of c a WA LEU COMPRESSED AIR OR NITROGREN LINE AMR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WEUL FROM GROUND SURFACE 35.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.43 FT WC WATER COLUMN HEIGHT 21.57 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 11.57 FT AS WATER COLUMN ABOVE SCREEN 16.57 FT DTB 35.00 FT-DW 13.43 FT WC 21.57 FT OTS 30.00 FT-D 1343 FT AS 16.57 FT AS 16.57 FT-SAFE MARGIN 5.00 FT CH 11.57 FT CH 11.57 FT&#xf7; D1W 13.43 FT-WATER LEVEL INDICATOR DEPTH 25.00 FT CH /2.31 = 5.01 PSI= PRESSURE APPLIED TO WELL HEAD DTW- 13.43 FT TRANSDUCER READING 21.488 FT= TRANSDUCER DEPTH 34.92 FT Time Test Start 10:01 Transducer Reading at test start 21.449 FT Time of Pressurization 10:02 Time of Equilibrium 10:07 Equilibrium Transducer Reading 21.487 FT Time of Pressure Release 10:07 Time Test Stop 10:16 NOTES: GZA IWEULID MW- 63 -35 PNEUMATIC SLUG TEST LOG 3ZA GEOENVIRONMENTAL OF NEW YORK CNAD WELLID MW-63 -35 140 NINTH AVENUE, 18th FLOOR Entergy TEST NO. 2 f 2 4EW YORK, NEW YORK 10001 Indian Point Enersy Centm FILE NO. 41,0017169.01 3CIENTISTS AND ENGINEERS PROJECT LOCATION Mian Point IZA ENGINEER 0Ng19a BORING COORDINATES N 462969.2977 3ZA ENGINEER SraCIsoveltl GROUND SURFACE EL (FT) 14.178 CA VZA ENGINEER TOP OF CASING EL(FT) 13.059 WELL DEPTH (FT) 35.00 WELL DIAMETER 1 INCH GROUND WATER DEPTH 13.43 FT NO OF WELLS IN CLUSTER 2 .Borehole (STATIC WATER LEVEL DEPTH)E 604251.0687 TUM NGVD 29 ATE 5/9/07 MEASUREMENTS TAKEN FROM:[1] ground vurf&#xfd;o j 1j topotOaing WA I LEA COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 35.00 FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 30.00 FT DTW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 13.43 FT WC WATER COLUMN HEIGHT 21.57 FT CH CHANGE IN HEAD AFTER PRESSURIZATION 11.57 FT AS WATER COLUMN ABOVE SCREEN 16.57 FT OTI 35.00 FT-DTW 13.43 FT-WC 21.57 FT DTS 30.00 FT-13.43 FT AS 16.57 FT AS 16.57 FT-SAFE MARGIN 5.00 FT* CH 11.57 FT CH 11.57 FT+ D0W 13.43 FT-WATER LEVEL INDICATOR DEPTH 25.00 FT CH / 2.31 = 5.01 PSI= PRESSURE APPLIED TO WELL HEAD DTW** 13.43 FT+ TRANSDUCER READING 21.4A8 FT TRANSDUCER DEPTH 34.92 FT Time Test Start 10:19 Transducer Reading at test start 21.348 FT Time of Pressurization 10:19 Time of Equilibrium 10:24 Equilibrium Transducer Reading 21.347 FT STATIC WATER LEVEL Time of Pressure Release 10:24 Time Test Stop 10:35 NOTES: GZA IWELLID MW 35 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK cit WELL I0 MW-65-80 440 NINTH AVENUE, 18th FLOOR Entered TEST NO, 1.o2 NEW YORK, NEWYORK 10001 Indian Point En Centei FILE NO. 41,001786901 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point GZA ENGINEER Angel Hough BORING COORDINATES N 462490.1706 GZA ENGINEER Sam Covei GROUND SURFACE EL.(FT) 69.72 GZA ENGINEER TOP OF CASING EL(FT) 68.841 WELL DEPTH (FT) 80 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 35.63 NO. OF WELLS IN CLUSTER 2 (STATIC WATER LEVEL DEPTH)MEASUREMENTS TAKEN FROM: PRESSURE TRANSDUCER CABLE SofE 0mRng WATER LEVEL INDICATOR CABLE LEAK TEST VALVE COMPRESSED AIR OR NITROGREN LINE AIR IN GROUND SURFACE WELL CASING I PVC E 604850.7655 DATUM NGVD29 DATE 12=28106 FT LEGEND: DTI DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 80.00 _FT OTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 60.00 FT D0nW DEPTH TO STATIC WATER LEVEL FROM GROUND SURFACE 35.63 FT WC WATER COLUMN HEIGHT 44.37 FT CH CHANGE N HEAD AFTER PRESSURIZATION 19.37 FT AS WATER COLUMN ABOVE SCREEN 24.37 FT DTI 60.00 FT-DTW 35.63 FT WC 4437 FT DTS 60.00 FT-DTW 35.63 FT AS 24.37 FT AS 24.37 FT-SAFE MARGIN 5.00 FT-CH 1937 FT CH 19.37 FT F DTW 35.63 FT-WATER LEVEL INDICATOR DEPTH 55.00 FT CH / 2.31 = 8.39 PSi= PRESSURE APPLIED TO WELL HEAD D014 35.63 FT+ TRANSDUCER READING 42.200 FT TRANSDUCER DEPTH 77.83 FT Time Test Start 10:47 Transducer Reading at test start 42.102 FT'* , ATIC WATER LEVEL WATER LEVEL INDICATOR PRESSURIZED WATER LEVEL DATALOGGING PRESSURE TRANSDUCER
.................
I.......SCREEN-. WATER OUT DURING.PRESSURIZATION Time of Pressurizationo 10:48 Time of Equilibrium 11:12 Equilibrium Transducer Reading 42.171 FT Time of Pressure Release 11:12 Time Test Stop 11:26 NOTES: GZA I.ELLID MW 80 PNEUMATIC SLUG TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CleW WELL ID MI 80 440 NINTH AVENUE, 18th FLOOR TEST NO. 2 f 2 NEW YORK, NEW YORK 10001 Indian Point Energy Centel FILE NO. 41D001?e0I SCIENTISTS AND ENGINEERS PROJECT LOCATION Indin Poin GZA ENGINEER Anghle Rough BORING COORDINATES N 462490.1706 E GZA ENGINEER Se Cove- GROUND SURFACE ELIFT) 69.72 DA1 GZA ENGINEER TOP OF CASING EL(FT) 68.841 0 WELL DEPTH (FT) 80 WELL DIAMETER 1 INCH GROUNDWATER DEPTH 35.63 FT NO. OF WELLS IN C.USTER 2 (STATIC WATER LEVEL DEPTH)604850,7655
:rM NGVD 29 ATE 12/26/06 MEASUREMENTS TAKEN FROM:-I round -re Lop of cOrng WA K LEA COMPRESSED AIR OR NITROGREN UNE AIR IN GROUND SURFACE LEGEND: DTB DEPTH TO BOTTOM OF WELL FROM GROUND SURFACE 80.00 FT DTS DEPTH TO WELL SCREEN FROM GROUND SURFACE 60.00 FT DTW DEPTH TO STATC WATER LEVEL FROM GROUND SURFACE 35.63 FT WC WATER COLUMN HEIGHT 44.37 FT CH CHANGE N HEAD AFTER PRESSURIZATION 19.37 FT AS WATER COLUMN ABOVE SCREEN 24.37 FT DTB 80.00 FT-DTW 35.63 FT= WC 44.37 FT DTS 60.00 FT-DTW 35.63 FT AS 24.37 FT AS 24.37 FT-SAFE MARGIN 5.00 FT CH 19.37 FT CH 19.37 FT SDTw 3563 FT=WATER LEVEL INDICATOR DEPTH 55.00 FT CH / 2.31 = 8.39 PSI= PRESSURE APPLIED TO WELL HEAD DTW 35.63 FT STRANSDUCER READING 42.200 FT= TRANSDUCER DEPTH 77.83 FT Time Test Start 11:27 Transducer Reading at test start 42.107 FT';T TAT C WATER LEVEL WATER LEVEL INDICATOR Time of Pressurtzation 11:27 TimA of Equilibrium 11:46 Equilibrium Transducer Reading 42.199 FT Time of Pressure Release 11:46 Time Test Stop 12:05 NOTES: GZA WELLID MW 80 GZA 1WELL ID: MW 80 APPENDIX I PACKER TEST FIELD LOGS PACKER TEST LOG GZAkGEOENVIRONMENTAL OF NEW YORK Client BORING NO/ITEST NO .:MW-30 Test 1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1:O:::, i of I NEWYORK, NEWYORK 10001 Indian Point Energy Center FILE NO. <. .4T0017869.1..0 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION IndianPoint Energy Center CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN D. Wood GZA ENG. S. Kline/A. Gallas BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)N 463012,3771 E 604885,1439 51.7 DATUM NGVD29 61.7 DATE START/END 11/22/05 40.55 ft below ground surface DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED TIME ELAPSED DEPTH TO D RAw~DWN RECOVERY INTERVAL T~IME WATER ..RATE FROM/TO (FT.) (HR:MIN.SEC) (At MIN) (FT) I AN Fr) (AHIAt)52.3 to 61.7 13:15 0.0 59.0 18.45 -L= 9.6 ft 13:17 2.0 56.40 15.85 7.93 13:20 5.0 56.37 15.82 3.16 13:25 10.0 56.24 15.69 1.57 13:30 15.0 56.24 15.69 1.05 13:35 20.0 56.18 15.63 0.78 13:40 .25.0 .56.16 15.61 0.62 13:45 30.0 56.05 15.50 0.52 13:50 35.0 56.03. 15.48 0.44 13:55 40.0 55.98 15.43 0.39 14:00 45.0 55.92 15.37 0.34-4-4-4------
-~-~ 4 4 1 t GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE HI GWT D .=1 I TP I+ 1 4 4 4+ 4- 4 4- 4+ 4- 4 4- 4 4- 4 4- 4+ 4- 4 4- 4+ .4- 4 4- 4+ 4- 1 4- 4 4 4- 4 4- *-4 4- 4 4- 4.1. .L J .1.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY
* 2.53 FT BP -TOTAL LENGTH OF BOTrOM PACKER AND ASSEMBLY -OPEN FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE. = 52.3 FT H1- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 40.55 FT GZA 4 Gallons Purge IBORING NbO./TEST.NO.::;
-: MW-30.Testl
.
PACKER TEST LOG--m GZA GEOENVIRONMENTAL OF NEW YORK Client 440 NINTH AVENUE, 18th FLOOR NEW YORK, NEW YORK 10001 .:. I SCIENTISTS AND ENGINEERS Entergy ndian Point Energy Center Buchanan, NY BORING NO~r/EST NO. MW-30 2.Test 2 GZA PROJECTCNO:i.
*: 41.0017869.
10 PROJECT LOCATION Indian Point Energy Center..Im CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN D. Wood GZA ENG. S. Kline/A. Gallas DIAMETER OF DRILLED BOREHOLE 3.83 INCH BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)N 463012.3771 E 604885.1439 51.7 61.7 38.17 DATUM NGVD29 DATE START/END 11/22/05 ft below ground surface I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TESTED TIME .E.APSED D I DEPTH TO DRAWDOWN RECOVERY.INTERVAL TIME WATER RATE FROM/.TO:(FT): (HRMIN.SECI (At MIN) (FT). (AH FT) (611WAt)A 48.2 to 53.0 14:55 0.0 Pump on L= 4.8 ft 14:56 .1.0 Pump off 14:57 2.0 52.81 14.64 7.32.14:58 3.0 52.57 14.40 4.80 15:00 5.0 52.32 14.15 2.83 15:08 13.0 52.28 .14.11 1.09 15:13 18.0 52.32 14.15 0.79 15:18 23.0 52.28 14.11 0.61 15:25 30.0 52.31 14.14 0.47 NITROGEN SUPPLY LINE -GROUND SURFACE ELEVATION.,. I WATER FLOW DIRECTION INFLATABLE PACKERS I PERFORATED PIPE --________ I _______ .1 ______ 1. 1 1 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE HI- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 4.8 2.53 2.45 48.2 38.17 FT FT FT FT FT GZA 4 Gallons Purge I BORING 'N0..rFEST.N0:
:,.MW-30 Test2.GZA 4 Gallons Purge IBORING NO. ITEST No!: MW-30 Test 2 PACKER TEST LOG .,h, GZA GEOENVIRONMENTAL OF NEW YORK Client .. BORINGNO/TEST tIO-; MW-30 Test 3 440 NINTH AVENUE, 18th:FLOOR
-)iEntergy SHEET loft NEW YORK, NEWEYORKi 0001 Indian Point Energy Center FILE NO. ..41.00 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION :Indian Point Energy Center*CONTRACTOR Aquifer Drilling & Testing. Inc.FOREMAN D. Wood GZA ENG. S. Kline/A. Gallas BORING COORDINATES GROUND SURFACE EL.(FT).FINAL BORING DEPTH (FT)N 463012.3771 E 604885.1439 51.7 61.7 DATUM NGVD29 DATE START/END 11/22/05 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)39.97 _ft below ground surface ID. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TESTIED TIME ELAPSED DE .P ITH TO1T0 DRAWDOWN RECOVER Y INTERVAL TIME WATER RATE FROM/ TO ( FT) (HR:MIN SEC) (t MIN) (FT) (AH FT) (LH(I)'45.0 to 49.8 15:44 0.0 L= 4.8 ft 15:45 1.0 49.85 9.88 9.88 15:47 3.0 45.3 5.33 1.78 15:50 6.0 42.8 2.83 0.47 15:55 11.0 42.14 2.17 0.20 16:00 16.0 41.53 1.56 0.10 Sample collected at 16:04* NITROGEN SUPPLY LINE I1=11=11=11=/1=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -H1- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -4.8 FT 2.53 FT 2.45 .FT 45.0 FT 39.97 FT GZA 5.5 Gallons Purge IBORING6 No:!rrET N.i::MW-3 Test 3.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client 40 NINTH AVENUE, 18th FLOOR -NEWYORK, NEWYORK 10001 ~ -Ind SCIENTISTS AND ENGINEERS-Entergy jian Point Energy Center Buchanan, NY BORING No'/TEST NO -MW-30 Test 4 ...SHEET___ _ ________ofn
__ ____FILE NO.-41.0017869.110~
POETLOCATION Indian Point Energy.Center i CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN D. Wood GZA ENG. S. Kline/A. Gallas BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463012.3771 E 604885.1439 51.7_61.7 DATUM NGVD29 'DATE START/END 11/22/05 DIAMETER OF DRILLED BOREHOLE 3.83- INCH GROUND WATER DEPTH 39.98 ft below ground surface (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH PACKER.INFLATION PRESSURE TESTED , TIME ELAPSED DEPTH TO DRAWDOWN RECOVERY.INTERVAL .TIME WATER RATE FROM/TO7 (FT) .(HR:MIN:SEC) (AttMIN) (FT) (AH FT) AtHI,* 41.5 to 46.3 16:28 0 48.24 8.26 L= 4.8 ft 16:29 1.0 47.35 7.37 7T37 16:30 2.0 45.65 5.67 2.84 16:32 4.0 44.93 4.95 1.24 16:35 7.0 44.27 4,29 0.61 16:40 12.0 43.52 3.54 0.30 NITROGEN SUPPLY LINE .-'H=1141=1=11=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS/PERFORATED PIPE ---LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE Hi- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 4.8 2.53 2.45 41.5 39.98 FT FT FT FT FT GZA 5.5 Gallons Purge =0.598 gal per fB I boR I G:NO- TrEST NO.-,:.MW.-3O Test:4, PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK client BORING NO /TEST NO. ..:.MVVB31i.:
Test 1 440 NINTH AVENUE, 18th FLOOR Entergy. ee'SHEET -.1 Of I NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO. ::::.41.0017869.10 S ,CIENTISTS AND ENGINEERS .Buchanan, NY PROJECT LOCATION ~Indian Point:Energy Center CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.D. Wood P. Mahon BORING COORDINATES N 462969.8368 E 604924.2169 GROUND SURFACE EL.(FT) 79.793 FINAL BORING DEPTH (FT) 90 DATUM NGVD29 DATE START/END 1/16/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER.LEVEL DEPTH)32.2 ft below ground surface I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE-NITROGEN SUPPLY LINE P'TESTED 2.>l TIME ELAPSED DEPT.HT TO0 DRAW RECOVERY-INTERVAL..............
TIME .WATER: DOWN '::RATE FROM /ITO ( FT)' (HR MIN:SEC) .(At MIN) '(FT) (AN FT) (AN/Al)79.9-90.0 11:19 -32.2 0.00 L= 10.1 ft 11:34 0 69.2 37.00 -11:44 10 49.0 16.80 1.68 11:54 20 39.6 7.40 0.37 12:04 30 35.2 3.00 0.10 12:14 40 33.9 1.70 0.04 12:24 50 33.5 1.30 0.03.12:34 60 33.5 1.30 0.02 12:44 70 33.4 1.20 0.02 12:54 80 33.3 1.10 0.01 13:02. 88 33.3 1.10 0.01 GROUND SURFACE ELEVATION,"'
WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE II= I/=/HI 3WT D-lii---AI IF TP____ I ____ I** I ___ I ___ I ___4 I 4 4 4.4 I 4 4 4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10.1 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -2.5 FT BP -TOTAL LENGTH OF BOTrOM PACKER AND ASSEMBLY -NA FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 79.9 FT PIP- PACKER INFLATION PRESSURE -140 PSI HI- DISTANCE BETWVEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 87.9 .FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 32.2 FT GZA IBORING:NO;:/TESTMNO.
V MW-31 Test 1:.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK client BORING NO/TEST NO .: MWV31 Test 2 440 NINTH AVENUE, 18th FLOOR Entergy SHEET :* .1 of 1 NEWYORK, NEVYORK 10001 Indian Point Energy Center FILE NO :....::41.0017869.10.S C CIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point Energy Center CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN -D. Wood GZA ENG. P. Mahon BORING COORDINATES N 462969.8368.
E 604924.2169 GROUND SURFACE EL.(FT) .79.793 FINAL BORING DEPTH (FT) 90 DATUM NGVD29.DATE START/END 1/17/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 33.0 ft below ground surface (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS .2 INCH TESTED ITI .ME ELAPSED DEPTH TO DRAW RECOVERY INTERVAL TIME ...WATER DOWN RATE FROM/ TO ( FT), (HR:MIN:SEC) (At MIN) (FT) (aNr FT) 4 (AH/At 73.4-82.0 14:42 -33.0 0.00 -L= 8.6 ft 14:48 0 52.7 19.70 -' 14:58 10 37.6. 4.60 0.46 15:08 20 35.2 .2.20 0.11! 15:16 28 34.8 1.80 0.06 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY.LINE p P= ..II=//=/II=/I=/=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE , *-/=II IHI K3WI D I ITP F~1T~LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -8.6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -2.5 FT.BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.2 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 73.4 FT PIP- PACKER INFLATION PRESSURE -200 PSI HI1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -81.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 33.0 FT GZA IBORING No;ITESTNO.:
MW-31 Test2 PACKER TEST LOG]GZA GEQENVIRONMENTAL OF NEW YORK Client 440 NINTH AVENUE, 18th FLOOR NEW YORK, NEW YORK 10001 India SCIENTISTS ANDENGINEERS
*.Entergy n Point Eneergy Center Buchanan, NY BORING NOJTrEST NO. MW-31 Test 3 SHEET 1 of 1 FILE NO V: 41.0017869.10 PROJECT LOCATION .Indian Point Enerov Centerr CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.D: Wood P. Mahon BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)79.793 DATUM NGVD 29 90 DATE START/END
-1/18/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)32.7 ft below ground surface I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TIME. ELAPSED DEPTH TO TDRAW RECOVERY<INTERVAL~
'.TIME WATER , DOWN RATE>FROM/ TO( -FT) -(HR:MIN:SEC) (At MIN) (FT) , (AH FT) (AHIIAt)65.4-74.0 9:09 .32.7 0.00 -L= 8.6 ft 9:19 0.0 59.9 27.20 9:29 10.0 43.8 11.10 1.11 9:39 20.0 37.0 4.30 0.22 9:49 30.0 34.1 1.40 0.05 9:58 39.0 33.6 0.90 0.02 NITROGEN SUPPLY LINE .'--.II=H=H=H=II=
__ _ I_ _ __ _ 1 _.___4 4 4 4 +GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED
-PIPE -I 4 .4 4 4 4 .4 4 +4 4 .4 4 +4. 4.4 +t -+ .4 .4 4 t- 4. I.+I 4 4 4 +I 4 *1~4 4 4 4 +4 4 4 4 +LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 8.6 2.5 4.2 65.4 160 74 32.7 FT FT FT FT PSI FT FT GZA IBORING NG.z1TEST:NO:::::.:.&#xfd;r, .:MW_31 ... Tes .1 .1. 3, GZA BORING NO;r1EST..NO.::...
.
PACKER TEST LOG 3 GZA GEQENVIRONMENTAL OF NEW YORK Client 4.40 NINTH AVENUE, 18th FLOOR Entergy NEWYORK, NEWVYORK10001 Indian Point Energy Center SCIENTISTS AND ENGINEERS Buchanan, NY BORING NO:TEST NO. .MW-31 Test 4*SHEET N .i: 1.. oin FILE NO~..: 41 .0017869A10..
PROJECT LOCATION .Indian Point Eneray Center CONTRACTOR FOREMAN GZAENG.Aquifer Drilling &.Testing, Inc.D. Wood P. Mahon BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT) 90 DATE START/END 1/18/O6 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)32.6 ft below ground surface I.D. OF DRILLING RODS 2 INCH* .TESTED T .IME ELAP S ED I EIiPTH T RECOVERY INTERVAL:
..TIME WATER' DOWN ~ RATE FROM / O F (HR:MIN:SEC) (At MIN) (FT): ):' (AH FT) (AHlHiAt)58.4-67.0 10:40 32.6 0.00 -L= 8.6 ft 10:52 '62.4 29.80 11:26 1.8 -30.80 11:34 0.0 49.0 16.40 " 11:44 10.0 38.0 5.40 0.54 11:52 18.0 34.6 2.00 0.11.FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE ' -+ I
* t I- 4 4 .4-+ 4 4 4 +GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE rk=11=11 HI WTf a D I TP+ 4 4 4 +4 ,..V.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -8.6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -2.5 FT BP -TOTAL LENGTH OF BOTrOM PACKER AND ASSEMBLY -* 4;2 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 58.4 FT PIP- PACKER INFLATION PRESSURE -160 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .67 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE
* 32.6 FT.GZA IBORING NO.TEST'NO
:.: .- MW-31 Test 4 .
PACKER TEST LOG GZAGEOENVIRONMENTAL OF NEW YORK client BORING NO./TESTNO
.. MW-31 Test'5: 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1lofi NEWYORK, NEWYORK 10001 Indian Point Energy Center FILE NO 41.0017869.10 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point Energy Center CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.D. Wood P. Mahon BORING COORDINATES N 462969.8368 E 604924.2169 GROUND SURFACE EL.(FT) 79.793 FINAL BORING DEPTH (FT) 90 DATUM NGVD29 DATE START/END 1/18/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)33.0 ft below ground surface I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED TIME ELAPSED DEPTH TO DRAW RECOVERY INTERVAL TIME WATER DOWN RATE FROM/ TO. (FT) (HR:MIN:SEC)
(,At MIN) (FT) (AHNFT) 50.9-59.5 12:08 -.33.0 0.00 L= 8.6 ft 12:20 0.0 40.2 7.20 12:30 10.0 33.2 0.20 0.02 12:40 20.0 33.2 0.20 0.01 , i H GROUND SURFACE ELEVATION
/f WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE A=//I=II HI~WT D t TP________ I ________ I ______ V 'I ______ +/- ______Ar&#xfd;4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) --8.6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -2.5 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.2 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -50.9 FT PIP- PACKER INFLATION PRESSURE -160 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = .59.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -33 FT GZA IBORINGN O. /TEST.NO.:
.MW-31 TestS PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK client 440 NINTH AVENUE, 18th FLOOR -NEW YORK, NEWVYORK 10001 SCIENTISTS AND ENGINEERS Entergy ndian Point Energy Center Buchanan, NY BORING NO 'FEST NO MW-31 Test 6 SHEET______
1 Of _FILE NO. .. :. 41.0017869.10 PROJECT LOCATION Indian Point Energy Center .CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.D. Wood P. Mahon BORING COORDINATES N 462969.8368 GROUND SURFACE EL.(FT) 79.793 FINAL BORING DEPTH (FT) 90 DATUM DATE START/END
.1/18/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)33.4 ft below ground surface I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TITESTED TIME ELAPSED DEPTH TO DRAW RECOVERY INTERVAL TIME WATER DOWN RATE FROM/.TO (FT) ( (HR.MIN.sEC) (At MIN) (Fr) .(AH FT) (AH/t')42.9-51.5 13:32 33.4 0.00 L= 8.6 ft 13:48 0.0 34.1 0.70 13:52 10.0 34.1 0.70 NITROGEN SUPPLY LINE .II=//=//=I/=I
+ 4 4 4 .4..1. J & 4 .4..4. 1 4 t ~4.GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE -.4. 4 4 * ++ 4 4 .4 .4..4. 4 4 4 ++ 4 4 4 4..4. 4 4 4 +.4. 4 4 4 .4..4. 4 4 4 ++ 4 4 4 .4..4. 4 4 .4..4. 4 4. 4 .4.+ 4 4 4 +LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE ,PIP-.PACKER INFLATION PRESSURE H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 8&6 FT 2.5 4.2 42.9 160 51.5 33.4 FT FT FT PSI FT FT* A short duration constant head test was performed at this interval with a flow rate of 1.3 gpm and drawdown of 0.7 ft.IBORING NO. /TEST NO.:: :MW-31 Test6 GZA PACKER-TEST'LOG, GZA GEoENVIRONMENTAL OF NEW YORK Client .BORING No R/EST NO MW-31 Test 7 440 NINTH AVENUE, 18th FLOOR *:.* Entergy SHEET 1 Of 1 NEWYORK, NEWYORK 10001 Indian Point Energy Center FILE NO 410m17869:10 SCIENTISTS AND ENG.INEERS Buchanan, NY PROJECT LOCATION Indian Point Energy Cenlter CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN D. Wood GZA ENG. P. Mahon BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462969.8368 E 604924.2169 79.793 90 DATUM NGVD29 DATE STARTEND 1/18/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 32.6 ft below ground surface (STATIC WATER LEVEL DEPTH)ID. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p -' O IESTED , iME ELAPSED :DEPTH TO :DRAW , .-RECOVERY INTERVAL*
TIME ,' WATER DOWN -~RATE, FROM/ TO (HRMINSEC),l (At MIN) .(FT) (AHFT) 34.5-43.1 14:19 -32.6 0.00 L= 8.6 ft 14:29 0.0 42.2 9.60 -14:39 10.0 38.8 6.20 0.62 14:49 20.0 37.0 4.40 0.22* _ 14:59 30.0 34.0 1.40 0.05 15:09 40.0 34.1 1.50 0.04 4 + 4- + 4 4 + + + 4 GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE I:I1 a I WIT D TP 4 + + + *4 ++.4 .41 LJ~4 ++.4 .+LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 8.6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -2.5 FT BP -TOTAL LENGTH OF BOlTOM PACKER AND ASSEMBLY --- 4.2 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE. -34.6 FT PIP- PACKER INFLATION PRESSURE -160 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -43.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 32.6 Fr GZA IBORING,:NO.
I"EST*NO:
.. Mw-i Test 7 PACKER TESTLOG GZA GEOENVIRONMENTAL OF NEW YORK client 440 NINTH AVENUE, 18th FLOOR -I NEWVYORK, NEWVYORK 10001 -, I, SCIENTISTS AND ENGINEERS Entergy ndian Point Energy Center IBuchanan, NY.BORING NO ITEST NO:...: K MW-32 Ti SHEET. .loftS FILE NO.: .41.0017869 01 PROJECT LOCATION K:: Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES
-GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462.953.4787
? 78.898 198.7 DATUM DATE START/END 3/27/06 DIAMETER OF DRILLED BOREHOLE 3.83 .INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)68.11 .ft below ground surface I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED' ELAPSEDi DEPTH TO CUMULATIVE RECOVERY INTEARVAL
..(:. .TIME WATER RECOVERY.
.RATEi.FROM/iTO
.(,FT)~ .(HR:MIN:SEC) (AtIMIN) (FT) .(AH FT),K (L/t 184.4-194.4 11:57 0.0 96.67 0.00 L= 10.0 ft 11:58 1 92.58 4.09 4.09 11:59 2 89.74 6.93 3.47 12:00 3 87.16 9.51 3.17 12:01 4 84.84 11.83 2.96 12:02 5 82.77 13.90 2.78 12:03 6 80.88 15.79 2.63 12:04 .7 79.18 17.49 2.50 12:05 *8 .77.68 18.99 2.37 12:06 9 76.33 20.34 2.26 12:07 10 75.11 21.56 2.16 12:08 11 74.04 22.63 2.06 12:09 12 73.10 23.57 1.96 12:10 13 72.23 24.44 1.88 12:11 14 71.51 25.16 1.80 12:12 15 70.88 25.79 1.72 12:13 16 70.35 .26.32 1.65 12:14 17 69:89 26.78 1.58 12:15 18 69.54 27.13 1.51 12:16 19 69.21 27.46 1.45 12:17 20 69.95 26.72 1.34 12:18 21 68.75 27.92 1.33 12:19 22 68.59 28.08 1.28 12:20 23 68.48 28.19 1.23 12:21 24 68.39 28.28 1.18 12:22 25 68.32 28.35 1.13 I=I==II=I=II=/j=j GROUND SURFACE ELEVATION WATER FLOW DIRECTION, 61=11 H2 7-22-HI D INFLATABLE PACKERS PERFORATED PIPE I .-1.=51 v-1!TP K L1 A I*BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) --- 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -17.15
* FT BP -TOTAL LENGTH OF BOTlOM PACKER AND ASSEMBLY = 4.05 FT D -DISTANCE BETWEEN GROUND SURFACE AND-TOP OF THE TEST ZONE = 184.4 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) " 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 187 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .--68.11 FT GZA IBORING: NO./TEST MW-3271 GZAPACKER IIEST LO " GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO MW 32-T3 44..NINTH AVENUE, 18th FLOOR Entergy :.SHEET of"1 NEW YORK. NEW YORK 10001 Indian Point Energy Cente FILE NO. 41,0017869 01 SCIENTISTS AND:ENGINEERS Euhnn NPRJCT LOCATION Indi tan Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN GZA ENG.Lloyd Adams Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462.953.4787 E 604876.0269 78.898 DATUM 198.7 DATE START/END 68.11 ft below ground surface NGVD 29 3/27/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p r1iii':TESTED ,. TIME r,, ELAPSED DEPTH-TO PUMPING SPECIFIC INTERVAL : ' TIME .WATER DRAWDOWN RATE :CAPACI:TY.:
FROMITO (FT), (HRMIN:SEC)I
.(Lt MIN) , (FT) (NH PT) (gal/min I (Q/s)I 174.4-184.4 14:15 0.0 71 48 3.37 0.714 0.212 L= 10.0 ft 14:16 1 71.50 3.39 0.714 0.211 14:17 2 71.52 3.41 0.714 0.209 14:18 3 71.52 3.41. 0.714 0.209 14:19 4 71.52 -3.41 0.714 0.209 14:20 5 71.52 3.41 0.714 0.209 14:21 6 71.54 3.43 0.714 0.208 14:22 7 71.60 3.49 0.714 0.205 14:23 8 71.60 3.49 0.714 0.205 14:24 9 71.56 3.45 0.714 0.207 14:25 10 71.55 3.44 0.714 0.208 14:26 11 71.55 3.44 0.714 0.208 14:27 12 71.55 3.44 0.714 0.208 14:28 .13 71.54 3.43 0.714 0.208 14:29 14 71.52 3.41 " 0.714 0.209 14:30 15 71.52 3.41 0.714 0.209 14:31 16 71.52 3.41 0.714 0.209 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI I L ;=H H2 II D INFLATABLE PACKERS PERFORATED PIPE A TP F A__________
i ~.. ~A ________ I ________ I ________ I ________ E _______I I BP__________
.1. .1. 1 ________ 1 ________ ________ _______LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -17.15 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.05 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -174.4 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi) =O 185 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -177 FT 112- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -68.11 FT GZA IBORING; NO.i/rEST; NO. MW-32T2 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cient iBORING NO/TEST NO. .MW-32 T3 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1... ., : of 1 NEWYORK, NEWVYORK 10001 Indian Point Energy Center- FILE NO. K *41.0017669 01 SCI&#xfd;ENTISTS AND E.N.G.INEERS Buchanan, NY PROJECT LOCATION >4.>VndianPoint 0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH BORING COORDINATES N 462.953.4787 E 604876.0269 GROUND SURFACE EL.(FT) 78.898 FINAL BORING DEPTH (FT) 198.7 DATUM NGVD29 DATE START/END 3/27/06 GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)68.11 ft below ground surface I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE %NITROGEN SUPPLY LINE ....Q TEST ,ED .4 TIMIE ELAPSE.IFID D eEPTH TO CUMULAT IVE RECOVERY INTERVAL:
.: , .TIME WATER RECOVERY RATE FROM/T 0 ( FT).(HR.MIN.SEC) (AtMIN) 4.(FT) .(.AH FT) (LHAHIIM 169.4-179.4 15:19 0.0 82.98 0.00 -L= 10.0 ft 15:20 1 77.06 5.92 5.92 15:21 2 73.37 9.61 4.81 15:22 3 71.25 11.73 3.91 15:23 4 70.19 12.79 *3.20 15:24 5 69.61 13.37 2.67_ _15:25 6 69.30 13.68 2.28 15:26 .7 69.08 13.90 1.99 15:27 8 68.95 14.03 1.75 15:28 9 68.82 14.16 1.57 15:29 10 68.73 14.25 1.43 15:30 1i 68.67 1 4.31 1.30 15:31 12 68.60 14.38 1.20 GROUND SURFACEI A V=//WATER FLOW DIRECTION*
H1 INFLATABLE PACKERS G H2 WVT Lv D I, A TP I PERFORATED PIPE A I-"A A I BP Fr LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -17.15 FT BP -TOTAL LENGTH OF BO'TOM PACKER AND ASSEMBLY -4.05 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -169.4 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -172 FT' H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 68.11 FT GZA IBORING, NO.i/TEST NO. MW-32 T3 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO ..........
MW-32 :T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEET .K1 of 1.NEWYORK, NEWYORK 10001 Indian Point Energy Center FILE NO :.;:41 E0017869,01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH BORING COORDINATES N 462953.4787 E 604876.0269 GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)78.898 198.7 DATUM NGVD29 DATE START/END 3/28/06 68.11 ft below ground surface I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE'TESTED TIME E LAPSED !DEPIPTH TO CUMULATIVE RECOVERY INTERVAL TIME .~WATER RECOVERY RATE FROM/iTO ( FT) (HR.MIN-SEC) (At MIN) (FT) (AH FT) (AH/Atl)147.4-157.4 15:01 0.0 87.80 0.00 " L= 10.0 ft 15:02 1 84.05 3.75 3.75 15:03 2 81.51 6.29 3.15 15:04 3 .79.31 8.49 2.83 15:05 4 77.42 10.38 2.60 15:06 5 75.77 12.03 2.41 15:07 6 74.36 13.44 2.24 15:08 7 73.14 .14.66 2.09 15:09 8 72.12 15.68 1.96 15:10 9 71.20 16.60 1.84 15:11 10 70.46 17.34 1 1.73 15:12 11 69.82 17.98 1.63 15:13 12 69.25 18.55 1.55 15:14 13 68.79 19.01 1.46 15:15 14 68.38 19.42 1.39 15:16 15 68.05 19.75 1.32 15:17 16 67.76 20.04 1.25 15:18 17 67.52 20.28 1.19 15:19 18 67.30. 20.50 1.14 15:20 19 67.12 20.68 1.09 15:21 20 66.97 20.83 1.04 15:22 21 66.83 20.97 .1.00 15:23 22 66.70 21.1 0.96* 15:24 23 66.59 21.21 0.92 15:25 24 66.50 21.30 0.89 15:26 25 66.41 21.39 0.86 15:27 26 66.32 21.48 0.83 15:28 27 66.25 21.55 0.80 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI k r4Afr/I H2 OWT D INFLATABLE PACKERS PERFORATED PIPE-El--TP A I v LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -17.15 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY 4.05 FrT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 147.4 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 150 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -68.11 FT GZA IBORING NO. TESTNO:MW-32T4
-
,PACKER TEST LOG .: GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOJTEST NO. MW-32 T5 440 NINTH AVENUE, 18th FLOOR .Entergy " .SHEET... loft NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS I Buchanan, NY PROJECT LOCATION ..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Llovd Adams GZA ENG.Sara Covelli BORING COORDINATES N 462.953.4787 E 604876.0269 GROUND SURFACE EL(FT) 78.898 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.7 DATE START/END 3/29/06 GROUND WATER DEPTH 68.11 ft below ground surface (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 I.D. OF DRILUNG RODS 2 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED ..TIME ELAPSED .TRANSDUCER DEPTH TO CUMULATIVEE RECOVERY INTERVAL TIME PRESSURE WATER RECOVERY RATE K FROM/ -TO ( FT) (LtMI D(T20) MIFT): .... .("HFT) (&H/HAt)130.4-140.4 9:49:00 0.0 52.933 80.07 0.00 L= 10.0 ft 9:49:30 0.5 55.570 77.43 2.64 5.28 9:50:00 1.0 57.257 75.74 4.33 4.33 9:50:30 1.5 58.903 74.10 5.97 3.98 9:51:00 2.0 59.989 73.01 7.06 3.53 9:51:30 2.5 61.099 71.90 8.17 3.27 9:52:00 3.0 61.815 71.19 68.8 2.96 9:52:30 3.5 62.534 70.47 9.60 2.74 9:53:00 4.0 63.011 .69.99 10.08 2.52 9:53:30 4.5 63.487 69.51 10.56 2.35 9:54:00 5.0 63.813 69.19 10.88 2.18 9:54:30 5.5 64.137 68.66 11.21 2.04 9:55:00 6.0 64.355 68.65 11.43 1.90 9:55:30 6.5 64.593 68.41 11.66 1.79 9:56:00 7.0 64.767 68.23 11.84 1.69 9:56:30 7.5 64.942 68.06 12.01 1.60 9:57:00 8.0 65.050 67.95 12.12 1.52 9:57:30 8.5 65.182 67.82 12.25 1.44 9:58:00 9.0 65.272 67.73 12.34 1.37 9:58:30 9.5 65.382 67.62 12.45 1.31 9:59:00 10.0 65.448 67.55 12.52 1.25 9:59:30 10.5 65,538 67,46 12.61 1,20 10:00:00 11.0 65.605 67.40 12.68 1.15-10:00:30 11.5 65.672 67.33 12.74 1.11 10:01:00 .12.0 65.738 67.26 12.81 1.07 10:01:30 12.5 65.805 67.20 12.88 1.03, 10:02:00 13.0 65.848 67.15 12.92 0.99 10:02:30 13.5 65.893 67.11 12.96_ 0.96 r-~ ~-4-,.GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 qWT D INFLATABLE PACKERS PERFORATED PIPE-if A TP A IF BP F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " 17.15 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.05 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -- 130.4 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -133 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -68.11 FT GZA IBORING:NO./TESTNO.,MW-32T5
'PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO:/TEST NO. .MW-32 T6 ..440 NINTH AVENUE, 18th FLOOR Entergy SHEET 12 :~*i::of 1..2: NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO. .:.41 001786. 01'SCIENTISTS AND ENGINEERS Buchanan, ..PROJECT LOCATION ..Indian Point.:: A ::;.: .: i :: :: .: : :::i !: : ! i:; .: ]:i !i1 :' :!L :I! : ,';l .i~
c h a n a n ,: N =:: :" " " : : " ' ... ..CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Uoyd Adams GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH-N 462.953.4787 E 604876.0269 78.898. DATUM NGVD 29 198.7 DATE START/END 3/29/06 68.11 ft below ground srface-I).DIAMETER OF DRILLED BOREHOLE 3.83 I.D. OF DRILLING RODS 2 FLOW RATE PACKER INFLATION PRESSURE.NITROGEN SUPPLY UINE p TESTED. .,..*TIME
.:ELAPSED)
TRNDUE D .EPTH TOU CUMULATIVE RECOVERY INTERVAL I TIME PRESSURE.
WTER RECOVERY RATE FROM/TO.(FT);
:(HR:MIN:SEC), (AtMIN)- HEA D (FpT) (IHFT) (./As)116.4-126.4 10:48 0 30.688 88.31 0.00 -L= 10.0 ft 10:49 *1 33.404 85.60 2.72 5.43* 10:50 2 35.506 83.49 4.82 2.41 G 10:51 3 37.390 81.61. 6.70 2.23 10:52 4 .39.157 79.84 8.47 2.12 10:53 5 40.736- 78.26 10.05 2.01 _10:54 6 42.185. 76.82 11.50 1.92 10:55 7 43.510 75.49 12.82 .1.83 10:56 8 44.703 74.30 14.02 1 275 10:57 9 45.769 73.23 15.08 1.68 10:58 10 46.748 72.25 16.06 1.61 10:59 11 47.574 .71.43 16.89 1.54 11:00 12 48.359 70.64 17.67 1.47 11:01 13 49.056 69.94 18.37 1.41-11:02 14 49.688 69.31 19.00 1.36 11:03 15 50.253 68.75 19.57 ';1.30 11:04 16 50.755 68.25 20.07 1.25 11:05 17 51.234 67.77 20.55 1.21 11:06 18 51.670 67.33 20.98 1.17_ 11:07 19 52.062 66.94 21.37 1.12 11:08 20 52.435 66.57 21.75 1.09 11:09 21 52.806 66.19 22.12 .1.05 11:10 22 53.134 65.87 22.45 1.02 11:11 23 53.461 65.54 22.77 0.99 11:12 24 53.767 65.23 23.08 0.96 11:13 25 54.052 64.95 -23.36 0.93* 11:14 26. 54.336 64.66 23.65 0.91 ROUND SURFACE ELEVATION rATER FLOW DIRECTION HI INFLATABLE PACKERS* I H2 4WT D PERFORATED PIPE t TP F A I, B BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ... -17.15 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.05 FT D. -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -116.4 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi) .* -185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -119 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -68.11 FT GZA IBORING NO. /TEST:NO.
MW-32 T6.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO (TEST NO MW-32 T7 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 NEIW.YORK, NEWYORK 1000i Indian Point Energy C FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS BhanNYPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams BORING COORDINATES N 462.953.4787 E 604876.0269 GROUND SURFACE EL(FT) 78.898 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.7 DATE START/END 3/29/06 GZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)68.11 ft below ground surface I.D. OF DRILLING RODS 2 FLOW RATE PACKER INFLATION PRESSURE NI TROGEN SUPPLY LINE* TESTED .TIME ..:ELAPSED TRANSDUCE
.E .1R :DEP THTO~ CU I MMULATIVE RECOVERY INTERVAL * : j TIME : PRESSURE WATER .RECOVERY RTE.F OIHEAD (FrH20) (T ..
* T) , 79.4-89.4 14.06 0 1.915 80.09 0.00 -L= 10.0 ft 14:07 1 3.512 78.49 1.60 3.19 14:08 2 5.372 76.63 3.46 1.73 14:09 3 7.177 74.82 5.26 1.75 14:10 4 7.957 74.04 6.04 1.51 14:11 5 8.676 *73.32 6.76 1.35 14:12 6 9.330 72.67 7.41 1.24 14:13 7 '9.941 72.06 8.03 1.15 14:14 8 10.486 71.51 8.57 1.07 14:15 9 10.966 71.03 .9.05 .1.01 14:16 10 11.426 .70.57 .9.51 0.95 14:17 11 11.926 70.07 10.01 0.91 14:18 12 12.427 69.57 10.51 0.88 14:19 13 12.906 69.09 10.99 0.85 14:20 14 13.341 68.66 11.43 0.82 14:2"1. '.15 13.756 68.24 11.84 0.79 14:22 16 14.103 67.90 12.19 0.76 14:23 17 14.432 67.57 12.52 0.74 14:24 18 14.695 67.31 12.78 0.71 14:25 19 14.935 .67.07 13.02 0.69 14:26 20 15.176 66.82 13.26 0.66 14:27 21 15.372 66.63 13.46 0.64 14:28 22 15.527 66.47 13.61 0.62 14:29 23 15.681 66.32 13.77 0.60 14:30 24 15.814 66.19 13.90 ' 0.58 14:31 25 15.930 66.07 14.02 0.56 14:32 26 16.060 65.94 14.15 0.54 14:33 27 16.146 65.85 14.23 0.53 14:34 28 .16.234 65.77 14.32 0.51 14:35 29 16.300 65.70 14.39 0.50 14:36 30 16.349
* 65.65 14.43 .0.48 14:37 31 16.398 65.60 14.48 0.47 14:38 32 16.466 65.53 14.55 0.45 1 14:39 33 16.513 65.49 14.60 0.44 GROUND SURFACE ELEVATION*
WATER FLOW DIRECTION H1 T &#xfd;1/4/C H2;WT D INFLATABLE PACKERS PERFORATED PIPE LY ,1 TP A 1:I BF IF LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 10 FT 17.15 FT 4.05 FT 79.4 FT 195 PSI 82 'FT 0
-X.,PACKER;TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CletBORING NO /TEST NO. MW-32 T8 440 NINTH AVENUE, 18th FLOOR Entergy SHEET______________
NEWYORK, NEWYORK 10001 P:Clie fl point Energy Cente FILE NO 41.001786901 SCIENTISTS AND- ENGINEERS BuchanaANYnPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc..BORING COORDINATES N 462.953.4787 E 604876.0269 FOREMAN GZA ENG.Lloyd Adams Sara Covelli GROUND SURFACE EL(FT) 78.898 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.7 DATE START/END 3/29/06 -3/30/06 GROUND WATER DEPTH 68.11 ft below ground surface (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 I.D. OF DRILLING RODS 2 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED .: TIME ELAPSED TRANSDuc ER DEPTHTO iCUMULATI IE ; RECOVERY..INTERVAL..V TIME. :PRESSURE WATER RECOVERY RATE<FROM/ TO (FT) :.(HR.MIN SEC) (At MIN) H. A. ( I ,20 (F-T) (AH PT) iAt 69.4-79.4 15:13 0 0.304 71.70 0.00 -L= 10.0 ft 15:16 3 0.325 71.68 0.02 0.00700 15:17 4 0.348 71.65 0.04 0.01100 G 15:19 6 0.353 71.65 0.05 0.00817 15:21 8 0.381 71.62 0.08 0.00962 15:23 10 .0.401 71.60 0.10 0.00970 v.15:33 20 0.496 71.50 0.19 0.00960 15:43 30 0.568 71.43 0.26 0.00880 15:53 40 0.645 71.36 0.34 0.00852 16:03 50 0.705 71.30 0.40 0.00802 16:13 60 0.796 71.20 0:49 0.00820 17:13 120 1.393 70.61 1.09 0.00907 18:13 180 1.887 70.11 1.58 0.00879 19:13 240 3.904 68.10 3.60 0.01500 20:13 300 5.572 66.43 5.27 0.01756 21:13 360 6.505 65.50 6.20 0.01723 22:13 420 7.329 64.67 7.02 0.01673 23:13 480 7.633 64.37 7.33 0.01527 0:13 540 7.851 64.15 7.55 0.01398 1:13 600 8.067 63.93 7.76 0.01294 2:13 660 8.241 63.76 7.94 0.01203 3:13 720 8.393 63.61 8.09 0.01123 4:13 .780 8.524 63.48 8.22 0.01054 5:13 840 8.589 63.41 8.29 0.00986 ROUND SURFACE ELEVATION/ATER FLOW DIRECTION HI INFLATABLE PACKERS Il H2 DT PERFORATED PIPE TP L A--A-Li--I '+B BP: LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -17.15 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.05 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE --69.4 FT PIP- PACKER INFLATION PRESSURE (D PSI1 50 PSII -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " -72 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE " 68.11 FT GZA I BORING NO. ITEST:NO.
MW-32 T8:,
..... -..........................
PACKERTEST LOG .GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO .TEST NO MW-39 Ti 440 NINTH AVENUE, 18th FLOOR Entergy B'SHEET 1 of 1 NEWYORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 4100D17869.01 SCIENTISTS AND ENGINEERS Buchanan,-
NY PROJECT LOCATION Indian Point CONTRACTOR
.Aquifer Drilling & Testing, Inc.BORING COORDINATES N 462425.5051 E 604676.8687 FOREMAN GZA ENG.Lloyd Adamns Sara Conelli GROUND SURFACE EL(FT) 81.864 .DATUM NGVD 29 FINAL BORING DEPTH (FT) 199.3 DATE START/END 4/05/06 GROUND WATER DEPTH 57.12 FT (from ground) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH TESTED TIME ....ELA 1PEDPTHEUNDER .DEPTH TO CUMULATIVE RECOVERY*INTERVAL TIME. ,DWATER (FT) WATER RECOVERY RATE FROM/iTO, (FT) (HR:MINSEC)Q
.(At MIN). : ~. .(FT) (AH FT) (4,HIAI)183.2-193.2 11:21 0 113.287 76.71 0.00 -L= 10.0 ft 11:22 1 116.042 73.96 2.76 2.75500 11:23 2 118.648 71.35 5.36 2.68050 11:24 3 121.043 68.96 7.76 2.58533 11:25 4 123.136 .66.86 9.85 2.46225 11:26 5 124.961 65.04 11.67 2.33480 11:27 6 126.529 63.47 13.24 2.20700 11:28 7 127.865 62.14 14.58 2.08257 11:29 8 128.967 61.03 .15.68 1.96000 11:30 9 129,876 60.12 16.59 1.84322 11:31 10 130.582 59.42 .17.30 1.72950 11:32 11 131.163 58.84 17.88 1.62509 11:33 12 131.617. 58.38 .18.33 1.52750 11:34 13 131.956 58.04 18.67 1.43608.*1135 14 132.202 57.80 18.92 1.35107 11:36 15 132,371 57.63 19.08 1.27227 11:37 16 132.473 57.53 " 19.19 1.19913' 11:38 17 132.527 57.47 19.24 1.13176 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 D A INFLATABLE PACKERS PERFORATED PIPE--TT-TP Fv A I BP IF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 10. FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY .3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 183.2 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -190 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12- FT GZA fBORING-:NOD/TEST NO. :MW-39 T1 .... .
.......................
PACKER~TEST LOG GZA GEQENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO. MW-39 T2.440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1lof I NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILENO _41,00_7869_0 SCIENTISTS AND ENGINEERS Buchanain, NY ~PROJECT LOCATION *..V~Indian Point.CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.BORING COORDINATES N 462425.5051 E 604676.8687 Uoyd Adams Sara Cove/li GROUND SURFACE EL(FT) 81.864 DATUM *NGVD29 FINAL BORING DEPTH (FT) 199.3 DATE START/END 4/05/06 GROUND WATER DEPTH 57.12 FT (from ground) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE ,* TESTED .i .*. TIME ELAPSED .. .I .DEPTH TO , CUMULATIVE RECOVERY DEPTH UNDER............
..INTERVAL .:'TIME WATERl~ (FT) WATER RECOVERY RATE FROM / TO (FT.) (HR:MIN:SEC)
.(LAt MIN). (FT) ~ -/lANFT) ,IAi-/at):
175-185 13:31 0 105.366 76.43 0.00 -L= 10.0ft 13:32 1 107.407 74.39 2.04 .2.04100 13:33 2 109.193 72.61 3.83 1.91350 1* 13:34 3 110.809 70.99 5.44 1.81433 13:35 4 112.313 69.49 6.95 1.73675 13:36 5 113.711 68.09 8.35 1.66900 13:37 6 115.016 66.78 9.65 1.60833 13:38 7 116.234 65.57,. 10.87 1.55257 13:39 8 117.385 64.42 12.02 1.50238 13:40 9 118.454 63.35 13.09 1.45422 13:41 10 119.459 62.34 14.09 1.40930 13:42 11 120.392 61.41 15.03 1.36600 13:43 12 121.200 60.60 15.83 1.31950 13:44 .13 121.873 59.93 16.51 1.26977 13:45 14 122.433 59.37 17.07 1.21907 13:46 15 122.884 58.92 17.52 1. 16787 13:47 16 123.257 58.54 17.89 1.11819 13:48 17 123.553 58.25 18.19 1.06982 13:49 .18 " 123.776 .58.02 18.41 1.02278 13:50 19 123.946 57.85 18.58 0.97789 13:51 20 124.084 : 57.72 18.72 0.93590 13:52 21 124.166 57.63 -18.80 0.89524 13:53 22 124.222. 57.58 18.86 0.85709 13:54 23 124.256 57.54 18.89 0.82130 13:55 24 124.272 57.53 18.91 .0.78775 13:56 25 124.284 57.52 18.92 0.75672*I=/I=I==/I=/1Z GROUND SURFACE ELEVATION WATER FLOW DIRECTION-H1 INFLATABLE PACKERS 4.H2 D TP PERFORATED PIPE 0 ItI A BP NOTES: Due to high communication between the IN ZONE and BELOW ZONE at this test interval, results for this packer test may not be valid. Three additional attempts (at depth intervals 174-184 ft. 176-186 ft, and 177-187 ft) were made to eliminate this communication.
However, all three additional intervals showed the same excess communication between the IN ZONE and BELOW ZONE.~LF~I , LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)- 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -175 FT PiP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi) .-185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -181.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA IBORINGiNO./TEST:NO..
MW-39 T2.. .
0.PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW.YORK Client :BORING NO./TEST NO. MW 3973 440 NINTH AVENUE, 18th FLOOR -Entergy SHEET laof 1 NEW YORK, NEWYORK 10001 Indian0Point Energy Cente FILE NO, 41001786901 SCIENTISTS AND ENGINEERS
:Buchanan,.NY PROJECT LOCATION Indian Point: CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. .Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL(FT) 81.864 DATUM NGVD29 FINAL BORING DEPTH (FT) 199.3 DATE START/END
* 4/05106 -4/06/06 GROUND WATER DEPTH 57.12 FT (from ground) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE.TESTED I. TME E ELAPSED E u DEPTH TO: CUMULILATI IVE RECOVERY.INTERVAL .TIME FT) WATER : RECOVERY>
::::;iRATE FROM I TO:i) FT) (HR:MIN:SEC)I (A: (tMIN) (lFT) FT) ( F (AHAI 165-175 14:32 0 92.892 78.91 0.00 -L= 10.0 ft 14:33 1 93.008 78.79 0.12 0.11600 14:34 2 93.062 78.74 0.17 0.08500 14:35 3 93.092 78.71 0.20 0.06667 14:36 4 93.150 78.65 0.26 0.06450 14:37 5 93.216 78.58 0.32 0.06480 14:38 6 93.268 , 78.53 0.38 0.06267 14:39
* 7 93.313 78.49 0.42 0.06014 14:40 8 93.369 78.43 0.48 0.05963 14:41 9 93.408 78.39 0.52 0.05733 14:42 10 93.458. 78.34 0.57 0.05660 14:52 20 93.928 77.87 .1.04 0.05180 15:02 30 94.341 77.46 1.45 0.04830 15:12 40 94.721 77.08 1.83 0.04573 15:22 50 95.086 76.71 2.19 0.04388 15:32 60 95.436 76.36 2.54 0:04240 16:32. 120 97.305 74.50 4.41 0.03678"17:32 180 98.904 72:90' 8.0 0.03340 18:32 240 100.307 71.49 .7.42 0.03090 19:32 300 101.544 70.26 8.65 0.02884_-20:32
* 360 102.656 *69.14 9.76 0.02712 21:32 420 103.658 68.14 10.77 0.02563 22:32 480 104.580 67.22 11.69 0.02435_23:32. 540 105.407 66.39 12.52 0.02318 0:32 .600 106.164 65.64 13.27 0.02212 1:32 660 106.856 64.94 13.96 0.02116 2:32 720 107.487 64.31 14.60 0.02027' 3:32 780 108.064 63.74 15.17 0.01945* 4:32 840 108.599 63.20 15.71 0.01870 5:32
* 900 " 109.084 62.72 16.19 0.01799 6:32 980 109.531 62.27 16.64 0.01733 I ~ I -fl=11=/H=11 I GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS A I t"=H H21 OWT D PERFORATED PIPE 11 TP* I *IA!I IP 7:32 1020 109.933 1 61.87 17.04 1 0.01671*LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D 0 DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -165 FT PIP- PACKER INFLATION PRESSURE (D PSI+50 PS4 .185 .PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 171.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE " 57.12 FT GZA IBORING NO. TEST NO. :MW-39 T3 GZA GEOENVIRON MENTAL OF NEW YORK 440 NINTH AVENUE, 18th FLOOR N.EWYORK, NEWYORK 10001 SCIENTISTS AND ENGINEERS* Client.:: Entergy Indian Point Energy Cente Buchanan, NY BORING NO/TEST NO.> ::: MW-39 T4 SHEET 1.: :: niofi FILE NO. 41.0017869.01:
PROJECT LOCATION Indian Point ... ::: CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Uoyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 GROUND SURFACE EL.(FT) 81.864 FINAL BORING DEPTH (FT) 199.3 DATE START/END 4/06/06 4 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)57.12 FT (from ground) 0.37 FT ground to casing I.D. OF DRILUNG RODS 2 INCH PACKER INFLATION PRESSURE T 5 TESTED I,, .ELAPSED .DEPTH TO' CUMULATIVE RECOVERY.. .~DEPTH UNDER C INTERVAL ' .TIME "WATERF WATER REC EcOVERY' RATE FROM~ ~ ~ ~ ~ ~~~~~AE (FT)F&#xfd; (H:I:E) L I)(F) (H.FT LJt 152.2-162.2 8:40 0 93.258 65.74 0.00 -L= 10.0 ft 8:41 1 93.364 65.64 0.11 0.10600 8:42 2 93.440 65.56 0.18 0.09100 8:43 3 93.476 65.52 0.22 0.07267 8:44 4 93.526 65.47 0.27, 0.06700 8:45 5 93.595 65.41 0.34 0.06740 8:46 6 93.652 65.35.. 0.39 0.06567 8:47 7 93.711 65.29 0.45 0.06471 8:48 8 93.771 65.23 0.51 0.06413 8:49 9 .93.831 65.17 0.57 0.06367 8:50 10 93.891 65.11 0.63 0.06330 8:55 15 94.181 64.82 0.92 0.06153 9:00 .20 94.456 64.54 1.20 0.05990 9:05 25 94.724 64.28 1.47 0.05864 9:10 30 94.983 64.02 1.73 0.05750 9:15 35 95.220 63.78 1.96 0.05606 9:20 40 95.433 63.57 2.18 0.05438 9:25 45 95.644 63.36 2.39 0.05302 9:30 50 95.838 63.16 2.58 0.05160 9:35 55 96.033 62.97 2.78 0.05045 9:40 60 96.225 62.78 2.97 0.04945 9:45 65 96.413 62.59 3.16 0.04854 9:50 70 96.599 62.40 3.34 0.04773 9:55 75 96.780 62.22 3.52 0.04696 10:00 80 96.950 62.05 3.69 0.04615 NITROGEN SUPPLY UNE GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE -NOTES: Due to time constraints, a full recovery could not be achieved at this interval.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY.BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSi+ 50 PSi HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 10 FT 16.65 FT 3.6 FT 152.2 FT 185 PSI 159 FT 57.12 FT GZA!OIN : O:rS:O W3T GZA I BORING NO. ITESTNO. MW-38 T4.
PACKER TEST LOG&#xfd;GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOT .EST NO. P E S .:MW-39 T 5 440 NINTH AVENUE, 18th FLOOR Entergy *.:.. *SHEE. :.>:.T.: I:.. of N:EWYORK, NEWVYOQRK 10001 Indian Point Energy Cente i FILE NO.. :41.0017869.01.
SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION ..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Lloyd Adams GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462425.5051 E 604676,8687 81.864 DATUM NGVD 29 199.3 DATE START/END 4/06/06 57.12 FT (from ground) 0.37 FT ground to casing 3 INCH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED :': ::;l. TIME W : ELAPSED
*:DEPTH TO CUMULATIVE' RECOVERY1.INTERVAL:
TI :. ,
RECOVERY, W.; RATE," FROM /TO) P T). .(HR:MiN.SEC(.
::(6t MIN):,. ... (FHT) 4T:: Lit 139.2-149.2 13:56 0 77.373 68.63 0.00 -L= 10.0 ft 13:57 1 77.652 68.35 0.28 0.27900 13:58 2 77.871 68.13 0.50 0.24900 13:59. 3 78.096 67.90 0.72 0.24100 14:00 4 78.313 67.69 0.94 0.23500 14:01 5 78.522 67.48 1.15 0.22980 14:02 6 78.727 67.27 1.35 0.22567 14:03 7 78.930 67.07 1:56 0.22243 14:04 8 79.130 66.87 1.76 0.21962 14:05 9 79.322 66.68 1.95 0.21656 14:06 10 79.515 66.49 2.14 0.21420 14:16 20 .81.235 64.77 3.86 0.19310 14:26 30 82.673 63.33 5.30 0.17667 14:36 40 83.900 62.10 6.53 0.16318 14:46 50 .84:931 61.07 7.56 0.15116 14:56 60 85.791 60.21 8.42 0.14030 15:06 70 86.514 59.49 9.14 0.13059 15:16 80 87.110 58.89 9.74 0.12171 15:26 90 87.618 58.38 10.25 0.11383 15:36 100 88.028 57.97 10.66 0.10655 15:46 110 88.361 57.64 10.99 0.09989' 15:56. 120 88.635 57.37 11.26 0.09385* 16:06 130 88.832 57.17 11.46 0.08815 16:16 140 88.957 57.04 11.58 0.08274 16:26 150 89.035 56.97 11.66' 0.07775 16:36 160 89.074 56.93 11.70 0.07313 16:46 170 89.091 56.91 11.72 0.06893 16:56 180 89.103 56.90 11.73 0.06517.. 71=1/=/=1=1/1,=:
GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 D INFLATABLE PACKERS PERFORATED PIPE A TP*It C-A SII BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) " , 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY , .18.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY 3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -139.2 .FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 PSO -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -146 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA I BORING NO. /TEST NO. MW-39 T5 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Ci. ent : BORING NO.TEST NO ...MW-39"T : ..T 6 440 NINTH AVENUE, 18th FLOOR 1. Entergy SHEETe. ofl , NEW YORK, NEW YORK 10001 Indian Point Energy Cente -. FILE NO 41.0017889-01 SCIENTISTS AND ENGINEERS BcanN PROJECT LOCATiON V Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462425.5051 81.864 " " DATUM NGVD29 199.3 DATE START/END 4/10/06 57.12 FT (from ground) 0.37 FT ground to casing E 604676.8687 DIAMETER OF DRILLED BOREHOLE 3.83 INCH H)I.D. OF DRILLING RODS 2 INCH*FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE _p p TESTED TIME :, ELAPSED DP ' NDE DEPTH TO CUMUL ATIVE RECOVERY , :: , : : '::1 :...............
: i 1: :.........."DEPTH UNDER : :* * ..INTERVAL .*TIME. :WATER (FT)* WATER
* RECOVERY RATE:',FROM /TO,( FT) I(HERMIN.SEC)
:(LtMIN)..,;
: ,: ", ,,(FT)&#xfd; , (AH FT) .. .(AHi~t)129-139 11:59 .0 68.059 64.14 0.00 -L=.10.0 ft .12:00 1 68.176 64.02 0.12 0.11700 12:01 2 68.248 .63.95 0.19 0.09450 12:02 3 68.324 63.88 0.27 0.08833 12:03 4 68.409 63.79 0.35 0.08750* __ 12:04 5 68.493 63.71 0.43 0.08680 12:05 6 .68.574
* 63.63 0.52 0.08583* .12:06 7 .68.651 63.55 0.59 0.08457 12:07 8 68.738 63.46 0.68 0.08488 12:08 ." 9 68.841 63.36 0.78 0.08689* 12:09 .10 68.895 63.31 0.84 0.08360 12:14 15 69.284 62.92 1.23 0.08167* 12:19 20 69.666 62.53 1.61 0.08035 , 12:24 25 70.022 62.18 1.96 0.07852* 12:29 30 70.359 61.84 2.30 0.07667 12:34 35 70.709 61.49 2.65 0.07571 12:39 .40 71.046 61.15 2.99 .0.07468 12:44 45 71.366 60.83 3.31 0.07349 12:49 50 71.680 60.52 3.62 0.07242 12:54 55 71.987 60.21 3.93 0.07142* 12:59 60 72.278 59.92 4.22 0.07032 13:09 70 72.821 59.38 4.76 0.06803 13:19 80 73.341 58.86 5.28 0.06603 13:29 90 73.822 .58.38 5.76 0.06403 13:39 100 74.265 57.94 6.21 0.06206 13:49 110 74.680 57.52 6.62 0.06019 13:59 120 75.061 57.14 "7.00 0.05835 NOTES: Due to time constraints, a full recovery could not be achieved at this interval.GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 H2 WTk D INFLATABLE PACKERS PERFORATED PIPE-"A I TP A'IF'BP F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -18.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -129 FT PIP- PACKER INFLATION PRESSURE (D PSI 5 50 PSI) 185 PSI.H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 132.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA .IBORING NO. /TEST NO. MW-39 T6 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK K Client BORING NO ITEST NO. .MW-39 T7 440 NINTH AVENUE, 18th FLOOR ..Entergy SHEET o ofl-.NEW YORK, NEW YORK 10001 I.: Indian Point Energy Cente FILE NO 41.0017869.01 SCI .ENTISTS AND, EN.&#xfd;GINEERS
-. > .Buchanan, NY PROJECT LOCATION ** .Indian Poin~t.;CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL(FT) 81.864 DATUM NGVD 29 FINAL BORING DEPTH (FT) 196.7 DATE START/END 4/10/06 GROUND WATER DEPTH 57.12 FT (from girund) 0.37 FT gmund to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.63 INCH I.D. OF DRILLING RODS 2 INCH TESTED.:, TIME ELAPSED i DEPTH TO* *'. PUMPING SPECIFIC.:DEPTH UNDER .: INTERVAL.
.. .TIME WATER (FT) WATER: DRAWDOWN RATE ': CAPACITY FROM/TO (FT). (HR:MIN:SEC)
(..: MIN) .l:: (FT) (AH FT) ( '(gal/min). " (gpm/6)119-129 15:42 0.0 65.952 56.25 56.25 0.385 0.007 L= 10.0 ft 15:43 1 65.863 56.34 56.34 0.385 0.007 15:44 2 65.823 56.38 56.38 0.385 0.007 15:45 3 65.800 56.40 56.40 0.385 0.007 15:46 4 65.792 56.41 56.41 0.385 0.007 15:47 5 65.786 56.41 56.41 0.385 0.007 15:48 6 65.939 56.26 ' 56.26 0.385 0.007 15:49 7 66.004 56.20
* 56.20 0.385 0.007 15:50 8 66.049 56.15 56.15 0.385 0.007 15:51 9 66.076 56.12 56.12 0.385 0.007 15:52 10 66.079 56.12 56.12 0.385 0.007 15:53
* 11 66.105 56.10 56.10 0.385 0.007 15:54 12 66.106 56.09 56.09 0.385 0.007 15:55 13 66.110 56.09 56.09 0.385 0.007 15:56 14 66.102 56.10 56.10 0.385 0.007 15:57 15 66.110 56.09 56.09 0.385 0.007 15:58 16 66.124 56.08 56.08 0.385 0.007 15:59 17 66.126 56.07 56.07 0.385 0.007 16:00 18 66.124 56.08 56.08 0.385 0.007 16:01 19 65.970 56.23 56.23 0.385 .0.007 16:02 20 65.869 56.33 56.33 0.385 0.007 16:03 21 65.816 56.38 .56.38 0.385 0.007 16:04 22 65.801 56.40 56.40 0.385 I 0.007 16:05 23 65.786 56.41 56.41 0.385 .0.007 16:06 24 65.780 56.42 56.42 0:385 0.007 16:07 25 65.777 56.42 56.42 0.385 0.007 16:08 26 65.777 56.42 56.42 0.385 0.007 16:09 27 65.770 56.43 56.43 0.385 0.007 16:10 28 65.763 56.44 56.44 0.385 0.007 16:11 29 65.763 56.44 56.44 0.385 0.007 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p Q GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 INFLATABLE PACKERS PERFORATED PIPE H2 D Ll TP 14 A I, BP I I -~LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) " 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTrOM BACKER AND ASSEMBLY -3.6 IFT D-DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -119 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -165 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .122.2 ,FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE ' -5 7.12 FT GZA IBORING NO..:iESTND.
MW-39 T7.
.PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK N BORING NO /TEST NO. M:W:-39 T8I.....440 NINTH AVENUE, 18th FLOOR Entergy .:SHEET>.
:.1 o1 NEWYORK, NEWYORK100oo.
Indian Point Energy Cente.-.>:.
FILE NO. 41 0017869 01 SCIENTISTS AND:ENGINEERS Buchanan, NY. PROJECT. LOCATION ...............
Indian Point .CONTRACTOR Aquifer Drilling & Testing; Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL.(FT) 81.864 DATUM NGVD29 FINAL 3ORING DEPTH'(FT) 199.3 DATE STARTIEND 4111106 GROUNDWATER DEPTH 52.5 .FT (from grend) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 _INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .~TESTED 1/4 ..TIME 2. ELA&#xfd;PSED.
1/4 I1/4-DEPTH TO. 1/4 PUMPIING1/4 1/4SPECIFIC...:1/4.."DEPTH UNDER : 1/4r RE.............
INTERVAL .1/4 .. TIME. WATER (FT) HVWATER,:
ORAWDOWN.
RAE AACT FROM /ITO (FT): (HR:MiN:SEC)H
(," MIN) (,T)' (AH FT): .: (ga in) .i(gpirr ftI : 99.5-109.5 8:45 0 48.957 53.74 1.243 1.440 1.158 L= 10.0 ft 8:46 1 48.936 53.76 1.264 1.440 1.139 8:47 ... 2 48.909 53.79 1.291 1.440 1.115.8:48 3 48.889 53.81 1.311 1.440 1.098 8:49 4 48.867 53.83 1.333 1.440 1.080 8:50 5 48.851 53.85 1.349 1.440 1.067 8:51 6 48.836 53.86 .1.364 1.440 1.056 8:52 7 48.814 53.89 1.386 1.440 1.039 8:53 8 48.797 53.90 1.403 1.44o 1.026 8:54 .9 48.787 53.91 1.413 1.440. 1.019 8:55 .10- 48.765 53.94 1.435 1.440 1 003 8:56 11 .48.749 53.95 1.451 1.440 0.992 I1H1=11H=11=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI I H2 D 8:57 12*48.749 1 53.95 1 1.451 1.440 0.992 1 8:58 13 48.732 53.97 1.468 1.440 0.981 INFLATABLE PACKERS PERFORATED PIPE-- Oil EF 2 I'TP&#xfd;A k A BP I I LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .--- 16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY 3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -99.5 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI). ..... 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -102.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA JBORING JNO fITEST NO.. MW39 T8B PACKER TEST LOG: GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO ITEST NO. MW-39 T9 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I f 1 NEWYORK, NEVYORK 10001 Indian Point Energy Cente FILE NO 41.0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL.(FT) 81.864 DATUM NGVD29 FINAL BORING DEPTH (Fr) 199.3 DATE START/END 4/13106 GROUND WATER DEPTH 57.12 FT FT (from ground) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 .INCH TESTED TW IM r .I ELAPSED DE P TO CUMULATIV RECOVERY, INTERAL ..~ ..,TIME<;.
DEPTH ,UNDER *. ..INTERVAL I:ME WATER (FT)
* WATER RE :U RECOVERY.
RATE.FROM /TO: (FT). (HR:MIN:SEC) (L( t MIN) .1 7).; .(FT) .!(AHIFT) (LH/at 89.3-99.3 14:43:30 0.0 16.635 75.87 .0.00 -L= 10.0 ft 14:44:00 0.5 17.810 74.69 1.18 2.35000 14:44:30 1.0 18.933 73.57 2.30 2.29800 14:45:00 1.5 " 19.994 72.51 3.36 2.23933.14:45:30 2.0 21.018 71.48 4.38 2.19150 14:46:00 2.5 21.992 70.51 5.36 2.14280 14:46:30 3.0 22.920 .69.58 6.29 2.09500 14:47:00 3.5 23.814 68.69 7.18 2.05114 14:47:30 4.0 24.661 67.84 8.03 2.00650 14:48:00 4.5 25.463 67.04 8.83 1.96178 14:48:30 5.0 26.206 66.29 9.57 1.91420 14:49:00 5.5 26.937 65.56 10.30 1.87309 14:49:30 6.0 27.632 64.87 11.00 1.83283 14:50,00 6.5 28.293 64.21 11.66 1.79354 14:50 30 7.0 28.912 63.59 12.28 1.75386 14:51 00 8.0 29.504 63.00 12.87 1.60863 14:5200 9.0 30.586 61.91 13.95 1.55011 14:53,00 10.0 31.547 60.95 14.91 1.49120 14:5400 11.0 32.397 60.10 15.76 1.43291 14:55.00 12.0 33.139 59.36 16.50 1.37533 14:56:00 13.0 33.768 58.73 17.13 1.31792 14:57:00 14.0 34.305
* 58.20 17.67 1.26214 14:58:00 15.0 34.765 57.74 18.13 1.20867 14:59:00 16.0 35.152 57.35 18.52 1.15731 15:00:00 17.0 35.460 57.04 18.83 1.10735 15:02:00 19.0 35.896 56.60 19.26 1.01374 15:04:00 21.0 36.142 56.36 19.51. 0.92890 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 OWT D INFLATABLE PACKERS PERFORATED PIPE Ai Ir TP A Ep I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (F-r) " 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -89.3 FT PIP- PACKER INFLATION PRESSURE (D PSI"50 PSI ) 185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 92.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .-- 57.12 FT GZA I BORING NO. /TEST NO. Mw-39."9 9 .
PACKER TEST LOG ..GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-39 T10 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 ..tl NEWYORK, NEWYORK"10001 Indian Point Energy Cente .: FILE NO 41.0017869 01 SCIENTISTS AND ENGINEERS Bcaan NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 462425.5051 E 604676.8687 FOREMAN GZA ENG.Lloyd Adams Sara Covelli GROUND SURFACE EL.(FT) 81.864 DATUM NGVD29 FINAL BORING DEPTH (FT)_,. 199.3 DATE START/END 4/19106 GROUND WATER DEPTH 57.79 FT FT (from ground) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTEDED:
TIME ,, ELAPSED D.EPTH DEPTH'TO CUM.ULATIVE RECOVERY: INTERVAL TIME WATER (F WATER RECOVERY RATE: FROM_/.TO___T (HR:MIN.SEC) (riJmIN) ~ (FT) (L FMIT) (HIt 79.5-89.5 9:22:30 0.0 12.192 70.51 0.00 -L= 10.0 ft 9:23:00 0.5 16.567 66.13. 4.38 8.75000 9:23:30 1.0 18.926 63.77 6.73 6.73400 9:24:00 1.5 20.885 61.82 8.69 5.79533 9:24:30 2.0 22.479 60.22 10.29 5.14350 9:25:00 2.5 23.724 58.98 11.53 4.61280 9:25:30 .: 3.0 .24.672 58.03 12.48 4.16000 9:26:00 3.5 25.356 57.34 13.16 3.76114 9:26:30 *4.0 25.823 56.88 13.63 3.40775 9:27:00 4.5 26.085
* 56.62 13.89 3.08733 9:27:30 5.0 26.273 56.43 14.08 2.81620 9:28:00 5.5 26.380 56.32 14.19 2.57964 9:28:30 6.0 26.452 56.25 14.26 2.37667 9:29:00 6.5 26.485 56.22 14.29 2.19892 9:29:30 7.0 26.514 56.19 14.32 2.04600 9:30:00 7.5 26.526 56.17 14.33 1.91120 9:30:30 8.0 26.532 56.17 14.34 1.79250 9:31:00 8.5 26.550 56.15 14.36 1.68918"__ " .... 9:31:30 9.0 26.556 56.14 14.36 1.59600 9:32:00 9.5 26.561 56.14 14.37 1.51253...... 9:32:30 10.0 26.567 56.13 14.38 1.43750 9:33:00 10.5 26.568 56.13 14.38 1.36914 9:33:30 11.0 26.574 56.13 14.38 1.30745-1-4-4----- , --GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS A H2 QWT D PERFORATED PIPE a.TP I LF A* A constant head test was also run at this interval.I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (F- 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -79.5 FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 PSi 185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -82.7 FT 142- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA I8ORING NO. /TEST NO. MW-39 T10 PACKER-TEST LOG .GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO : TEST NO. MW-: T1: 440 NINTH AVENUE, 18th FLOOR Entergy .SHEET I of 1 NEWYORK, NEWVYORK iorn .. ." Indian Point Energy Cente ..." FILE NO ' .41 0017869,01 SCIENTISTS AND ENGINEERS..
.Buchanan, NY PROJECT Indian Point.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL.(FT) 81,864 DATUM NGVD 29 FINAL BORING DEPTH (FT) 199.3 DATE START/END 4/19106 GRJuND WATER DEPTH 57.79 FT (from groundI) 0.37 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE I NITROGEN SUPPLY LINE ,p t >,TESTED TIME": ELAPSED .EPTHUND:
DEPTHITO::
..,. PUMPINGn' SPECIFIC: ..DEPTH" UNDER .... ..INTERVAL ......TIME :WATER(FT).
WATER DRAWDOWN .RATE CAPACITY FROM/TO (FT) (HR:MIN.SEC)
.(. tMIN) : ..= : .(F'). (AH -r) (gal/mn) (gpm'ft)79.5-M9.5 9:39 0 22.718 59.98 2.192 0.440 0.201 L= 10.0 ft 9:40 1 22.742 59.96 2.168 0.440 0.203 9:41 2 22.735 59.97. .2:175 .0.440 .0.202" ' 9:42 3 22.720 59.98 2.19 0.440 0.201 9:43 4 22.741 59.96 2.169 0.440 0.203 9:44 5 22.741 59.96 2.169 0.440 0.203 9:45 6 22.741 59.96 2.169 0.440 0.203 9:46 7 22.735 59.97 2.175 0.440 0.202 9:47 .8 22.735 59.97 2.175 0.440 0.202 9:48 9 22.731 59.97 2.179 0.440 0.202 9:49 10 22.726 59.97 2.184 0.440 0.201 9:50 11 22.727 59.97 .2.183 0.440 0.202 9:51 12 22.702 60.00 2.208 0.440 0.199 9:52 13 22.686 60.01 2.224 0.440 0.198 9:53 14 22.701 60.00 2.209 0.440 0.199 9:54 15 22.701 60.00 2.209 0.440 0.199_ 9:55 16 22.685 60.02 .2.225 0.440 0.198 9:56 17 22.690 60.01 2.22 0.440 0.198 9:57 18 22.675 60.03 2.235 0.440 0.197 A recovery test was also run at this interval.GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 I H2 3WT I D t TP INFLATABLE PACKERS PERFORATED PIPE A L.V__I BF LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -79.5 PFT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -185 PSI HI- DISTANCE BETWEENWATER PRESSURE GAUGE AND GROUND SURFACE -82.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA "IBoiiNG INO.:itEST NO.&#xfd; PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO : MW-39 T1l 440 NINTH AVENUE, 18th FLOOR ..: Entergy .HSEET oft NEWYORK, NEWYORK 10001 Indian Point Energy Cente .l .** FILE NO 41001786.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 462425.5051 E 604676.8687 GROUND SURFACE EL(FT) 81.864 DATUM NGVD 29 FINAL BORING DEPTH (FT) 199.3 DATE START/END 4119/06 GROUND WATER DEPTH 57.79 FT FT (from ground) 0.37 FT ground to casing (StA'IC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED .TIME ELAPSED EPTH TO CUMULATIVE
.RECOVERY DEPTH UNDER INTERVAL TIME WEWATER (FT) W R RECOVERY.
RATE FROM / TO (FT) (HR:MIN:SEC) (At MIN) (FT) (AH FT) (AH/t)69.5-79.5 11:18 0.0 7.167 65.53 0.00 -L= 10.0 ft 11:19 1.0 8.770 63.93 1.60 1.60300 11:20 2.0 10.066 62.63 2.90 1.44950 11:21 3.0 11.184 61.52 4.02 1.33900 11:22 4.0 12.140 60.56 4.97 1.24325 11:23 5.0 12.937 59.76 5.77 1.15400 11:24 6.0 13.602 59.10 6.44 1.07250 11:25 7.0 14.164 58.54 7.00 0.99957 11:26 8.0 14.621 58.08 7.45 0.93175 11:27 9.0 15.004 57.70 7.84 0.87078 11:28 10.0 15.302 57.40 8.14 .0.81350 11:29 11.0 15.547 57.15 8.38 0.76182 11:30 12.0 15.739 56.96 8.57 0.71433 11:31 13.0 15.884 56:82 8.72 0.67054 11:32 14.0 15.937 56.76 8.77 0.62643 11:33 15.0 15.993 .56.71 8.83 0.58840 11:34 16.0 .16.053 56.65 8.89 0.55538 11:35 17.0 16.097 56.60 8.93 0.52529 11:36 18.0 16.141 56.56 8.97 0.49856 11:37 19.0 16.175 56.53 9.01 0.47411 11:38 20.0 16.213 56.49 9.05 0.45230 11:39 21.0 16.241 56.46 9.07 0.43210 11:40 22.0 16.264 56.44 9.10 0.41350 11:41 23.0 16.286. 56.41 9.12 0.39648 11:42 24.0 16.303 56.40 9.14 0.38067 11:43 25.0 16.320 56.38 9.15 0.36612 11:44 26.0 16.331 56.37 9.16 0.35246*, 44----GROUND SURFACE ELEVATION
/f H2 WATER FLOW DIRECTION HI INFLATABLE PACKERS PERFORATED PIPE-Li--D{ITP OWT.&#xfd;2_1 I IA t BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 1 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 PFT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 FT D- DISTANCE BETWEEN GROUND SURFACE AND.TOP OF THE TEST ZONE 6- .89.5 FT PIP- PACKER INFLATION PRESSURE (D PSI 1 50 pS I) 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -72.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -57.12 FT GZA I BORING NO./TEST NO. MW-39T11:
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK;:. ' :7' ient ..BORING NO/'EST NO' :: ..MW -39 T12 440 NINTH AVENUE, 18th FLOOR ...Entergy .SHEET 1.. v of IvV: NEW YORK, NEWVYORK 10001 :.Indian Point Energy Cente '*:..FILE NO! K.41.0017869.01:
SCIENTISTS AND ENGINEERS
.: Buchanan, NY ..PROJECT:LOCATION
'..' 2**.*: Indian Point.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462425.5051 E 604676.8687 o 81.864 DATUM NGVD29 199.3 DATE START/END 4/19/06 GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUNDWATER DEPTH (STATIC WATER LEVEL DEPTH'I.D. OF DRILLING RODS 2 INCH 57.79 .FT Ifrom gmund) 0.37 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE*TESTED. , TIME:" .ELAPS .ED ' <'DEPTH TO '2:j. .PUMPING SPECIFIC.....: :DEPTH UNDER INTERVAL TIM E WATER (FT): .WATER .DRAVVDOWN RATE ... .. CAPACITY`mFROMI:/TO:(FT)
(:HR:MIN:SEC)
.(61MIN) (FT) ::(AlH FT) .: (gal/min)
: (gprS): 59.2-69.2 12:35 0 2.988 59.41 1.622 2.586 1.594 L= 10.0 ft 12:36 1 2.988 59.41 1.622 2.586 1.594 12:37 2
* 2.972 59.43 .1.638 2.586 1.579 12:38 3 2.977 59.42 1.633 2.586. 1.584 12:39 4 2.961 59.44 1.649 2.586 1.568 12:40 5 2.934 59.47 1.676 2.586 1.543-12:41 6 2.940 59.46 1.67 2.586 1.549 12:42 7 2.929 59.47 1.681 2.586 1.538 12:43 8 2.950 59.45 1,66 2.586 1.558* 12:&#xfd;4 9 I 2.940' 59.46 1.67 " 2.586 1.549* 12:45
* 10 2.934 " 59.47 1.676 2.586 1.543 12:46 11 2.915 59.49 1.695
* 2.586 1.526 12:47
* 12 2.910 59.49 1.7 ..2.586 1.521 12:48 13 2.937 59.46 1.673 2.586 1.546 12:49 14 1 2.914 59.49 1.696 2.400 1.415 12:50 15 2.903 59.50 1.707 2.400 1.406 12:51 16 2.882 59.52 1.728 2.400 1.389 i GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 3Wi 0.*INFLATABLE PACKERS PERFORATED PIPE F TP I JA I, BP LSGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.65 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -3.6 IFT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -59.2 FT PIP -PACKER INFLATION PRESSURE (D PSI +1 0 PSI) ----185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -62.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE ' 57.12 FT GZA jBORING::NO.
:TEST'N6.
MWI39 T12 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK .Client BORING NO/'FEST NO MW-40 T1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 NEW YORK, NEWVYORK10001 I Indian Point Energy Cente FILL/ NO.. 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY :ROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Lloyd Adams Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GR1OUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 461950.5094 E 603899.3458 74.987 DATUM NGVD 29 193 DATE START/END 5/10/06 16.07 (from ground) 0.25 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH ID. OF DRILLING RODS 2 INCH TESTED TIME ELAPSED DEPTH-TO.
CUMULATIVE RECOVERY DEPTH UNDER .....INTERVAL TiME WATER (FT) WATER : RECOVERY RATE FROM / TO (FT) (HR:MIN:SEC) (At MIN) (FTl) (AH F) .(AH/At)178-188 ft 11:56 0 153.499 35,70 0.00 -L= 10.0 ft 11:57 1 153.787 35.41 0.29 0.28800 11:58 2 154.003 35.20 00 0.25200 11:59 3 154.223 34.98 0.72 0.24133 12:00 4 154.477 34.72 0.98 0.24450 12:01 5 154.765 34.44 1.27 0.25320 12:06 10 155.786 33.41 2.29 0.22870 12:11 15 156.074 33.13 2.58 0.17167 12:16 20 156.347 32.85 .2.85 0.14240 12:21 25 156.578 32.62 3.08 0.12316 12:26 30 156.808 32.39 31 0.11030 12:31 35 -156.995 32.21 3.50 0.09989 12:36 40 157.254 31.95 .3.76 0.09387 12:41 45 157.412 31.79 3.91 0.08696 12:46 50 157.613 31.59 4.11 0.08228 12:51 55 157.815 31.39
* 4.32 0.07847 12:56 60 157.987- 31.21 4.49 0.07480 13:01 65 158.189 31.01 4.69 0.07215 13:06 70 158.333 30.87 4.83 0.06906 13:11 75 158.491 30.71 .4.99 0.06656 13:16 80 158.663 .30.54 5.16 0.06455 13:21 85 158.822 30.38 .5.32 0.06262 13:26 90 158.937 30.26 5.44 0.06042 13:31 95 159.109 30.09 ..5.61 0.05905 13:36 l 100 159.253 29.95 5.75 0.05754 13:41 105 159.383 29.82 5.88 0.05604 13:46 110 159.527 29.67 6.03 0.05480 13:51 115 159.642 29.56 6.14 0.05342 13:56 120 159.915 29.29 6.42 0.05347 NOTE: Due to time constraints, a full recovery could not be achieved at this interval.FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE " .GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1.H2 QWT D INFLATABLE PACKERS PERFORATED PIPE TP$, I A I , I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -* 10 FTr TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -178 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS) = 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -189.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.07 FT Q = VOL/TIME = (AH/At) CONV FACTOR (0.653 GAL/FT) .-GAL/MIN GZA .IBORING NO. iTESTiNO, MW4O PACKhR TESTLT L ,: GZA GEOENVIRONMENTAL OF NEW YORK Ci ent BORING NO [TEST NO :MW-40 T2 440 NINTH AVENUE, 18th FLOOR :.'Entergy SHEET 1oft NEW YORK, NEWVYORK 10001 .Indian Point Energy Cente FILE NO 41.0017869,01 SCIENTISTS AND ENGINEERS Buchanan, NY IROJECT LOCATION K)Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.FINAL BORING DEPTH GROUND WATER DEPT (STATIC WATER LEVEL N 461950.5094 E 603899.3458 (FT) 74.987 DATUM NGVD 29 FT) 193 DATE START/END 5/10/06 H 16.11 (from ground) 0.25 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH DEPTH)I.D. OF DRILLING RODS 2 INCH TESTED TIME ~ ELAPSED DET NE DEPTH TO CUMULATIVE IRECOVERY INTERVAL TIME WATER(FT)
.:WATER RECOVERY RATE FROM/To T) .(HR:MIN:SEC)
.. (At MIN)I (:FT) (AH FT) (AH/At)160-170 15:09 0 143.706 27.49 O.00 -L= 10.0 ft 15:10 1 144.152 27.05 0.45 0.44600 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY INE p 15:11 2 144.569 26.63 0.86 0.43150 I 4 .4- 4 .. 4 4 15:12 3 144.900 26.30 1.19 0.39800_ 15:13 4 145.216 j 25.98 1.51 0.37750 15:14 5 145.561 25.64 1.86 0.37100 SROUND SURFACE ELEVATION/,/ATER FLOW DIRECTION HI C SH2;WT I 4 -I- 4 4 4 15:15 6 145.921 25.28 2.22 0.36917 15:16 7 146.323 24.88 2.62 0.37386 15:17 8 146.568 24.63 2.86 0.35775 15:18 9 146:711 24.49 3.01 0.33389 15:19 10 146.783 2442 3.08 0.30770* .15:24 15 147.085 24.12 3.38 0.22527 7 15:29 20 147.215 23.99 3.51. 0.17545!. 15:34 25 147.315 23.89 3.61 0.14436_ _15:39 30 147.387 23.81 3.68 0.12270 15:44 35 *,147.502 23.70 3.80 0.10846 15:49 40 147.574 23.63 3.87 0.09670 15:54 45 147.646 23.55 3.94 0.08756 15:59 50 147.718
* 23.48 4.01 0.08024 16:04 55 147.776 23.42 4.07 0.07400 16:09 60 147.847 23.35 4.14 0.06902 16:14 65 147.934 23.27 4.23 0.06505 16:19 70 147.962 23.24 4.26 0.06080 NOTE: Due to time constraints, a full recovery could not be achieved at this interval.D INFLATABLE PACKERS PERFORATED PIPE )I, TP L A BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (F)T TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI)DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE Q = VOL/TIME = ,AH/At) -CONV FACTOR (0.653 GAL/FT)10 FT 16.85 FT 3.5 FT 160 FT 185 PSI 171.2 FT 16.11 FT GAL/MIN GZA IOIoNraj:iNCIrrns~r Nt MW4ALTf : T'5-
.PACKER TEST LOG 7 7 GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO MW-40 T3 440 NINTH AVENUE, 18th FLOOR Entergy SHEET ... ..I of 1 NEW'YORK, NEWVYORK.10001 Indian Point Energy Cente FILE NO .41.001786901 SCIENTISTS AND ENGINEERS Buhnn)Y~ROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelti BORING COORDINATES N 461950.5094 E 603899.3458 GROUND SURFACE EL.(FT) 74.987 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193 DATE START/END 5/11105 GROUND WATER DEPTH 16.13 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p* TESTED: TIME ELAPSEID 'DEPTH TO 'CUMULATIVE
'RECOVERY*INTERVAL
: TIME V., ATER ) -WA ITER RECOVERY RATE FROMM/TO (FT) (HR.MIN:SEC) (L At MIN) (FT) ..( AH FT)I LH/At)146-156 11:06 0 .130.007 27.19 0.00 -L= 10.0ft 11:07 1 131.013 26.19 1.01 1.00600.11:08 2 131.918 25.28 1.91 0.95550"l 11:09W 3 132.709 24.49 2.70 0.90067 11:10 4 .133.471 23.73 3.46 0.86600_11:11 5 134.132 .23.07 4.13 0.82500 11:12 6 134.750 .22.45 4.74 0.79050 11:13 7 135.354 21.85 ..5.35 0.76386 11:14 8 135.857 21.34 5.85 0.73125 11:15 .9 136.360 .20.84 6.35 0.70589 11:16 10 "136.820 20.38 6.81 0.68130 11:17 11 137.251 19.95 7.24 0.65855 11:18 12 137.700 19.50 7.69. 0.64108 11:19 13 137.970 19.23 7.96 0.61254 11:20 14 138.300 18.90 8.29 0.59236 11:21 15 138.631 18.57 8.62 0.57493 11:22 16 138.904 18.30 8.90 0.55606.11:23 17 139.149 18.05 9.14 0.53776 11:24 18 139.364 17.84 9.36 0.51983 11:25 19. 139.551 17.65 9.54 0.50232 11:26 20 139.738 17.46 9.73 0.48655 11:27 21 139.882 17.32 9.88 0.47024 11:28 22 140.054 17.15 10.05 0.45668 11:29 23 140.155 17.05 10;15 .0.44122 11:30 24 140.284 16.92 10.28 0.42821 11:31 25 140.371 16.83 10.36 0.41456 11:36 30 140.730 16.47 10.72 0.35743 14Al .35 140.903 16.30 10.90 0.31131 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 OWT D PERFORATED PIPE Ar&#xfd;TP A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -146 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI -185 .PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -157.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.13 FT Q = VOL/TIME = (AH/At) CONV FACTOR (0.653 GAL/FT) .GAL/MIN GZA IBoRING:NO.
/TEST NO. MW-40 T3
*PACKER TEST LOG .~ ~GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO .MW-40 T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEET : .': of 1: NEWYORK, NEVVYORK 10001 Indian Point Energy Cente FILENO. .41.0017869 01 SCIENTISTS AND ENGINEERS BuhnnN ROJECT LOCATION ..*.Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams BORING COORDINATES N 461950.5094 GROUND SURFACE EL.(FT) 74.987 FINAL BORING DEPTH (FT) 193 E 603899.3458 Sara Covelli DATUM NGVD 29 DATE START/END 5/11/06 GZA ENG.DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 16.13 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED .: TIME .ELAPSED .: ,, DEPT .0H .TO CUMULATIVE.
E RECOVERY:,, !i : ~ :ii ,;: :: .DEPTH UNDER .....INTERVAL
........ TIME WATER (FT)" WATER 'RECOVERY RATE, FR T (FT) H(Hi (Lt MIN) (HFT) /t 127-137 13:10 0 111.301 26.90 0.00 -L= 10.0 ft 13:11 1 112.105 26.10 0.80 0.80400 13:12 2 112.881 25.32 1.58 0.79000 13:13 3 113.585 .24.62 2.28 0.76133 13:14 4 114.260 23.94 .2.96 0.73975 13:15 5 114.877 23.32 .3.58 0.71520 13:16 6 115.466 22.73 4.16 0.69417 13:17 7 115.983 22.22 4.68 0.66886 13:18 8 116.486 21.71 5.19 0.64813 13:19 9 116.932 21.27 5.63 0.62567.... 13:20 10 117.348 20.85 6.05 0.60470 13:21 11 117.736 20.46 6.44 0.58500 13:22 12 118.081 20.12 .6.78 0.56500.' 13:23 13 118.397 19.80. 7.10 0.54585 13:24 14 118.699 19.50 7.40 0.52843 13:25 15 118.986 19.21 7.69. 0.51233 13:26 16 119.230 18.97 7.93 0.49556 13:27 17 119.489 18.71 8.19 0.48165 13:28 .18 119.690 18.51 8.39 0.46606 13:29 19 119.905 18.30 8.60 0.45284 13:30 20 120.078 18.12 8.78 0.43885 13:31 21 120.236 17.96 .8.94 0.42548 13:212 22 120.408 17.79 9.11 0.41395 13:33 23 120.537 .17.66 9.24 0.40157 13:34 24 120.667 17.53 .9.37 0.39025 13:35 25 120.810 17.39 9.51 0.38036 13:40 30 121.285 16.92 9.98 0.33280 13:45 35 121.586 16.61 .10.29 0.29386 13:50 40 121.759 16.44 10.46 0.26145 13:55 45 121.859 16.34 10.56 0.23462 14:00 50 121.917 16.28 .10.62 0.21232 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION Hi I H2 OWT D INFLATABLE PACKERS PERFORATED PIPE 711 A TP A I I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) " .. 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -127 FT PIP- PACKER INFLATION PRESSURE (D OSI+ 50 PS) .-185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -138.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.13 FT 0 = VOL/TIME = (AH/At) CONV FACTOR (0.553 GAL/Fl) .GAL/MIN GZA .IBoRNG NO. /TESTNO. MW-40.T4 .
PACKER TEST LOG ~ .::. : : ... ., ,ZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO TEST NO. MW40 T5 440 NINTH AVENUE, 18th FLOOR.- Entergy SHEET .1:of 1 NEWVYORK, NEW YORK10001 Indian Point Energy Cente -.: .FILE NO: 41.0017869.01<...
SCIENTISTS AND ENGINEERS Buchanan, NY I'ROJE.CT::LOCATI.ON.
Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 461950.5094 E 603899.3458 74.987 DATUM NGVD 29 193 DATE START/END
.5/11/06 16.13 (from ground) 0.25 FT ground to casing I)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH.TESTED .. TIME E' DEPTH TO CUMULATIVE RECOVE...RY
':5IlNTERVAL, : j i;,i, ELAPSED .; =DEPTH UNDER WERTT:RECOVERY INTERVAL TIME WATER (FT):WATER RECOVERY RATE FROM / TO.) FT): (HR:MIN:SEC) (Lt MIN) _ .F.. .. (T) ( H FT) : (. Lt/95-105 15:15 0 74.914 31.29 0.00 -L= 10.0 ft 15:16 1 76.291 29.91 1.38 1.37700* " " 15:17 2 77.597 28.60 2.68 1.34150* _ 15:18 3 78.802 27.40 3.89 1.29600 15:19 4 79.907 26.29 4.99 1.24825 15:20 5 80.940 25.26 6.03 1.20520-15:21 6 81.858 24.34 6.94 1.15733* 15:22 7 82.719 23.48 7.80 .1.11500 15:23 8 83.494 22.71 8.58 1.07250 S.15:24 9 84.168 22.03 9.25 1.02822 15:25 10 84.800 21.40 9.89 0.98860-15:26 11 85,374 20.83 .10.46 0.95091 15:27 12 85.818 20.38 10.90 .0.90867 15:28 13 86.220 19.98 11.31 0.86969 15:29 14 86.565 19.64 11.65 0.83221* 15:30 15 86.866 19.33 11.95 0.79680 15:31 16 87.167 .19.03 12.25 0.76581 15:32 17 87.411- 18.79 12.50 0.73512 15:33 18 87.641 18.56 12.73 0.70706* 15:34 19 87.856 18.34 12.94 0.68116 15:35 20 88.043 18.16 13.13 0.65645* 15:36 21 88.201 18.00 13.29 0.63271* 15:37 22 88.373 17.83 13.46. 0.61177 15:38 23 .. 88.502 17.70 .13.59 0.59078 15:39 24 88.617 17.58 13.70 0.57096 15:40 25 88.746 17.45 13.83 0.55328 15:41 26 88.846 17.35 13.93 0.53585! 15:42 27 88.933 17.27 14.02 0.51922 15:43 28 89.004 17.20 14.09 0.50321 15:48 33 89.320 16.88 14.41 0.43655 15:53
* 38 89.492 16.71 14.58 0.38363 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p Q~~GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A H2 OWT D INFLATABLE PACKERS PERFORATED PIPE L --1 1 VOW-, TP A BP L-71, I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ..-10 FT .TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -95 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PS -185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -106.2 FT 112- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -* 16.13 FT Q = VOL/TIME = (aH/At) -CONV FACTOR (0.653 GA-/FT) -GAL/MIN GZA IBORiNG NO.;[TEST;NO.:
MW-40 T5 PACKER TEST LOG .GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO I'EST NO MW-40 T6 440 NINTH AVENUE, 18th FLOOR Entergy SHEET ... : 1 of 1: NEW;YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO. 41.0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY I&#xfd;ROJECT LOCATION Indian Point 0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 461950.5094 E 603899.3458 GROUND SURFACE EL.(FT) 74.987 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193 DATE START/END 5/12/06 GROUND WATER DEPTH 15.60 (from ground) 0-25 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p* .TESTED TIME ELAPSED .DEPTH TO CUMULATIVE RECOVERY INTERVAL TIME E DEPTH UNDER INTERVAL TIME WATER (FT) WATER RECOVERY RATE FROM'/TOC FT),
(/t MIN) .:. .(FT) ('H PT) (AH iA)80-90 12:42 0 63.885 27.32 0.00 -L= 10.0 ft 12:43 1 64.903 26.30 1.02 1.01800 12:44 2 65.764 25.44 1.88 0.93950 12.45 3 66.495 24:71 .2.61 0.87000 12:46 4 67.155 24.05 3.27 0.81750 12:47 5 " 67.671 23.53 3.79 0.75720 12:48 6 68.116 23.08 4.23 0.70517_12:49 7 68.474 22.73 4.59 0.65557 12:50 8 68.761 22.44 4.88 0.60950 12:51 9 68.991 22.21 5.11 0.56733 12:52 10 69.206 21.99 5.32 0.53210 12:53 11 69.349 21.85 5.46 0.49673 12:54 12 69.464 21.74 5.58 0.46492 12:55 13 69.579 21.62 5.69 0.43800 12:56 14 69.650 21.55 5.77 0.41179 12:57 -15 69.708 21.49 5.82 0.38820'" 12:58 16 69.765 21.44 5.88 0.36750 12:59 17 69.808 21.39 5.92 034841 13:00 18 69.822 21.38 5.94 0.32983 13:01 19 69.851 21.35 5.97 0.31400 13:02 20 69.880 21.32 6.00 0.29975 13:03 21 69.908 21.29 6.02 0.28681 13:04 22 69.923 21.28 6.04 0 13:05 23 69.937 21.26 6.05 0.26313 13:06 24 69.951 21.25 6.0 0.25275 13:07 25 69.951 21.25 6.07 0.24264 13:08 26 69.980 21.22 6.10 0.23442 13:09 27 69.980 21.22 6.10 0.22574" 13:10 28 69.994 21.21 6.11 0.21818 13:11 29 69.994 21.21 6.11 0.21066 13:12 30 69.994 21.21 6.11 0.20363 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 OWT.&#xfd;a_D INFLATABLE PACKERS PERFORATED PIPE I TP IF A A t BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -80 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .91.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 15.60 " FT 0 = VOLITIME = (AHIAt)
* CONV FACTOR (0.653 GAL/FT) -GALIMIN GZA 0IBORING NO N r/TEsTNO.
JMW-40 T6 G.PACKER TEST LOGa GZA GEOENVIRONMENTAL OF NEW YORK Chent BORING NO /TEST NO. MW-40 T 440 NINTH AVENUE, 18th FLOOR Entergy SHEET f 1 NEW YORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 41,0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY .ROJECT LOCATION Indian Point CONTRACTOR Aquifer Ddilling & Testing, Inc.FOREMAN Uoyd Adams BORING COORDINATES N 461950.5094 GROUND SURFACE E.(FT) 74.987 FINAL BORING DEPTH (FT) 193 E. 603899.3458 GZA ENG.DATUM NGVD 29 DATE START/END 5/15/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 16.05 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH) .I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE I TESTED VTIME ~ ELAPSED. b EPTH:TO< CUMULATIVE&#xfd; RECOVERY INTERVAL..
T.... TIME .WATER (nT) WATER RECOVERY:
:i RATE 62.5-72.5 8:21 0 46.726 26.97 0.00 -L= 10.0 ft 8:22 1 47.400 26.30 0.67 0;67400 8:23 2 48.030 25.67 1.30 0.65200 G 8:24 3 48.589 25.11 1.86 0.62100 8:25 4 49.134 24.57 2.41 0.60200 8:26 5 49.650 24.05 2.92 0.58480 8:27 6 50.123 23.58 3.40 .0.56617 8 6:28 7 50.567 23.13 3.84 0.54871 8:29 8 .50.983 22.72 4.26 0.53213 8:30 9 51.398 22.30 4.67 0.51911 8:31 10 51.771 21.93 5.05 0.50450 8:32 11 52.115 21.59 5.39 0.48991 8:33 12 52.445 21.26 5.72 0.47658 8:34 13 52.760 20.94 6.03 0.46415 8:35 14 53.061 20.64 6.34 0.45250 8:36 15 .53.319
* 20.38 6.59 0.43953 8:37 16 53.577 .20.12 6.85 0.42819 8:38 17 53.821 19.88 7.*1.0 0.41735 8:39 18 54.050 19.65 7.32 0.40689 8:40 19 54.251 19.45 7.53 0.39605 8:41 20 54.437 19.26 7.71 0.38555 8:46 25 55.197 18.50 8.47 0.33884 8:51 30 55.613 18.09 8.89 0.29623 8:56 35 .55.842 17.86 9.12 0.26046 9:01 40 55.985 17.72 9.26 0.23148 9:06 45 56.057 17.64 9.33 0.20736 9:11 50 56.100 17.60 9.37 0*18748 9:16 55 56.143 17.56 9.42 0.17122 9:21 60 56.157 17.54 9.43 0.15718/1=11=/=11=11=
=, ROUND SURFACE ELEVATION VATER FLOW DIRECTION Hl H2 QWT D t TP INFLATABLE PACKERS PERFORATED PIP E A A k IF I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .-10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE W 62.5 FT PIP- PACKER INFLAT1ON PRESSURE (D PSI+ 50 PSO -185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 73.7* FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 16.05 FT Q= VOL/TIME = (AH/At) CONV FACTOR (0.653 GAL/FT) -GAL/MIN GZA 1BORING:iN0./TEST.NO.
MW40T :
PACKER TESTb LOGJ GZA:GEOENVIRONMENTAL OF NEW YORK Client BORINGNOTESTNO
.: .,MW-40,T8
,::.440 NINTH AVENUE, 18th FLOOR iEntergyy SHEET 1:: ,: .E 1of 1 NEWYORK, NEWYORK 10001 -Indian Point Energy Cente :1:::: .FILE NO.
0 SCIENTISTS AND ENGINEERS Buchanan, NY .R: .. rRCT LOCATION :..Indian Point K O.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES N 461950.5094.
GROUND SURFACE EL.(FT) 74.987 FINAL*BORING DEPTH (FT) 193 E .603899.3458 DATUM NGVD29 DATE START/END 5/15/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 16.15 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE rP TESTI ED T. TIME ELAPSED DEP bER .D DEPTH TO: CUMULATIVE RECOVERY I INTERVAL., TIME .WATER (FT) WATER .RECOVERY
.IRATE FROM /TO' (PT): .HR.MINSEC).
l(At MIN) (FT) ( AH PT) ,.(AH/At)52-62 10:20 0 35.536 27.66 0.00 -L= 10.0 ft 10:21 1 36.008 27.19 0.47 0.47200 10:22 2 36.481 26.72 0.95 0.47250 10:23 3 36.882 26.32 1.35 0.44867.10:24 4 , 37.283 25.92 1.75 0.43675 10:25 5 37.670 K 25.53 2.13 0.42680 10:26 6 38.043 25.16 2.51 0.41783 10:27 7 38.401 24.80 2.87 0.40929 10:28 8 38.745 24.46 3.21 0.40113 10:29
* 9 39.060 24.14 3.52 0.39156* 10:30 10 39.375 23.83 3.84 0.38390 10:31 11 .39.676 23.52 4.14 0.37636 10:32 12 39.948 23.25 4.41 0.36767 10:33 13 40.235 22.97 4.70 0.36146 10:34 14 40.507 22.69 .4.97 0.35507 10:35 15 40.750 22.45 5.21 0.34760 10:36 16 40.994 22.21 5.46 0.34113 10:37 17 41.209 .21.99 5.67 0.33371 10:38 -18 .41.438 21.76 5.90 0.32789 10:39 19 41.653 21.55 6.12 0.32195 10:40 20 41.868 21.33. 6.33 0.31660 10:45 25 42.771
* 20.43 7.24 0.28940 10:50 30 43.516 19.68 7.98 0.26600* 10:55 35 44.146 .19.05 .8.61 0.24600 11:00 40 44.677 18.52 9.14 0.22853 11:10 50 45.436 17.76 9.90 0.19800 11:20 60 45.923 17.28 10.39 0.17312 11:30 70 .46.239 16.96 10.70 0.15290* 11:40 80 46.439 16.76 10.90 0.13629 11:50 90 46.554 16.65 11.02 0.12242 12:20 120 46.726 16.47 11.19 0.09325*,- -I--I-I-----, SROUND SURFACE ELEVATIDN WATER FLOW DIRECTION HI S II+ at/=//H2 OWT I &#xfd;2 D t TP INFLATABLE PACKERS PERFORATED PIPE L1 V I *A BP Fr LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) F .... 10 FT rP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ." 16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -52 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS- 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -63.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.15 FT 0 = VOL/TIME = (AH/At) CONV FACTOR (0.653 GAL/FT) -GAL/MIN GZA IBORING NO:/ TEST NO. MW-40T.
.PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clint BORING NO /TEST NO MWN-40 T9 44 ENINTH AVENUE, 18th FLOOR Entergy SHEET 1of 1 NEW YOQRK, NEW:YORK 10001 Indian Point Energy Cente FILE NO. .41.0017869.01.
SCIENTISTS AND ENGINEE .RS Buhnn YI3OJECT LOCATION :&#xfd;. K i. Indian Point CONTRACTOR
..Aquifer Drilling &Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTI-N 461950.5094 E 603899.3458 74.987 DATUM NGVD 29 193 DATE START/END 5/15/06 16.15 (from ground) 0.25 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH I)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE f:TESTED.
K :.">TIME ELAPSED DEPTH TO CUMULATIVE.
RECOVERY i DEPTH.UNDER
......."INTERVAL:
,.TIME .WATER iF' WATER RECOVERY;
.::RATE-FROM /T7 ) (FT).' &#xfd;(HR : NSEC) .(-AtM IN). ..., (AH FT) (&H/At i 44-54 13:59 0 28.216 26.98 0.00 -L= 10.0 ft 14:00 1 28.674 26.53 0.46 0.45800 14:01 2 29.075 26.13 0.86 0.42950 14:02 3 29.491 25.71 t128 0.42500 14:03 4 29.863 25.34 1.65 0.41175* , __ 14:04 .5 30.221 24.98 2.01 .0.40100* 14:05 6 30.565 24.64 2.35 0.39150 14:06 7 30.909 24.29. 2.69 0.38471 14:07 8 31.224 23.98 3.01 0.37600 14:08 9, .31.525 23.68 .3.31 0.36767*14:09 10 31.825 23.38 3.61 .0.36090 14:10 11 32.112 23.09 3.90 0.35418 14:11 12 32.370 22.83 4.15 0.34617 14:12 13 32.628 22.57 4.41 0.33938 14:13 14 32.871 22.33 4.66 0.33250 14:14 15 .-33.115 22.09 4.90 0.32660 14:15 16 33.344 21.86 5.13 0.32050 14:16 17 33.559 21.64 5.34 0.31429 14:17 18 33.759 .21.44 .5.54 0.30794 14:18 19 33.960 21.24 .5.74 0.30232 14:19 20 34.132 21.07 .5.92 0.29580 14:24 25 34.962 20.24 6.75 0.26984 14:29 30 35.621 19.58 7.41 0.24683 14:34 35 36.137 19.06 7.92 0.22631 14:39 40 36.553 18.65 8.34 0.20843 14:44 45 36.882 18.32 8.67 0.19258 14:49 50 37.111 18.09 8.90 0.17790 14:54 55 37.312 17.89 9.10 0.16538* 14:59- 60 37.455 17.75 9.24 0.15398* 15:04 65 37.570 17.63 9.35 0.14391* 15:09 70 37.670 17.53 9.45 0.13506 GROUND SURFACE ELEVATION WATER FLOW DIRECTION Hl H 2 D A INFLATABLE PACKERS PERFORATED PIPE 17-;p TP A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)
* 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWVEEN GROUND SURFACE AND TOP OF THE TEST ZONE -44 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSID -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -55.2 Fr H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 16.15 FT Q = VOL/TIME = (AlI/At) CONV FACTOR (0.653 GALIFT) -GAL/MIN GZA IBORING.:NO,/TEST:NO
:MW-40T9,,:;:-,..
-PACKER TEST LOG ,:x GZA GERENVIRONMENTAL OF NEW YORK ClMWnABORING NO/TESON NO. TI: 440 NI1NITH AVENUE, 18th FLOOR Entergy n -HEET_______
___ _ O _ i NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS
.OJECT LOCATION Ida on Buchanan,.
NY Ida on 0 CONTRACTOR.
FOREMAN.GZA ENG.Aquifer Drilling & Testing, Inc.Lloyd Adams BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 461950.5094 E 603899.3458 74.987 DATUM NGVD 29 193 DATE START/END 5/16/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 16.26 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS "2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE STESTED .>.. I, TIME ..ELAPSED iDEPTH TO; CUMUILATIVE
:RECOVERY: INTERVA!>, .!:; TIME: ;: DEPTH UNDER ,... ..INTERVAL TIME WATER(FTr)
WATER : RECOVERY i :RATE*FROM/.TO:(FT)-. (HR:MIN:SEC) (Lt MIN) "H T) :.'. ....( FT) (AH/At))44-54 8:27 0 19.180 26.02 0.00 -L= 10.0 ft 8:28 1 21.757 23.44 2.58 2.57700 8:29 2 23.805 21.40 4.63 2.31250 8:30 3 25.051 20.15 5.87 1.95700 8:31 4 25.753 19.45 6.57 .1.64325.8:32 5 26.354 18.85 7.17 1.43480: 8:33 6 26.841 18.36 7.66 1.27683.. 8:34 7 27.256 17.94 8.08 1.15371 8:35 8 27.615 17.59 8.44 1.05438 8:36 9 27.887 17.31 8.71 0.96744'8:37 10 28.130 .17.07 8.95 0.89500 8:38 11 28.316 16.88 9.14 0.83055 8:39 12 28.488 16.71 9.31 0.77567 8:40 13 28.617 16,58 9.44 0.72592 8:41 14 28.732 16.47 9.55 0.68229 8:42 15 28.818 16.38 9.64 0.64253 8:43 16 28.903 16.30 9.72 0.60769 8:44 17 28.961 16.24 9.78 0.57535 8:45 18 29.018 16.18 9.84 0.54656 8:46 19 29.047 16.15 9.87 0.51932 8:47 20 29.090 16.11 9.91 0.49550 8:52 25 29.204 16.00 10.02 0.40096 8:5 .57 30 29.262 15.94 10.08 0.33607 9:00 32 29.333 15.87 10.15 0.31728 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A Hl=//M D INFLATABLE PACKERS PERFORATED PIPE TP A SI BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 10. FT TP- TOTAL LENGTH OF TOP PACKER ANDASSEMBLY
= 16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY 3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -34 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 0 PSi -- 185 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -45.2 FT .H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.26 FT Q = VOL./TIME
= (AH/,t) CONV FACTOR (0.653 GAL/FT) -GAL/MIN GZA IBORING':.NO.rEST.NO.
MWW-40 T.10 PACKER TESTILOG ..GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. MW-4-6 T 1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I'1, E:oKV0oe:
I NEWYORK, NEVVYORK 10001 Indian Point Energy Cente FILE NO .41.0017869.01 SCIENTISTS AND ENGINEERS BuhnnN ROJECT LOCA TION. N I Indian Poi CONTRACTOR FOREMAN GZA ENG.Aquifer Ddlling & Testing, Inc.Uoyd Adrms BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 461950.5094 E 603899.3458 74.987 193 DATUM NGVD29 DATE START/END 5/16/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE.3.83 " INCH GROUND WATER DEPTH 16.26 (from ground) 0.25 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TESTED TME ELAPSED DEP .T TO CUMULAfiVE RECOVERY**>INTERVAE:>;
] ;TIME F: WATER RECOVERY :] RATE FROM /TO ( FT) (HR:MIN:SEC)
:<r(Lt MIN)., " (FT) (/NH FT) (AH/At)28-38 9:49:00 0.0 9.961 29.24 0.00 -L= 10.0 ft 9:49:30 0.5 12.867 26.33 2.91 5.81200.... " 9:,50:00 1.0 15.401 23.80 5.44 5.44000 9:50:30 1,5 17.004 22.20 7.04 4.69533 9:51:00. 2.0 18.307 20.89 8.35 4.17300* 9:52:00 3.0 20.211 18.99 10.25 3.41667* 9:53:00 4.0 21.400 17.80 11.44 2.85975 9:54:00 5.0 22.115 17.09 12.15 2.43080 9:55:00 6.0 22.574 16.63 12.61 2.10217 9:56:00 7.0 .22.874 16.33 12.91 1.84471 9:57:00 8.0 23.046 16.15 13.09 1.63563 9:58:00 9.0 23.175 16.03 13.21 1.46822 9:59:00 10.0 23.247 15.95 13.29 1.32860 10:00:00 11.0 23.290 15.91 13.33 1.21173 NITROGEN SUPPLY LINE _//=//=//=//=//=
'GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION INFLATABLE PACKERS 4- 4 4 & 4 4 4 4 & 4 4 4 4 4 4 PERFORATED PIPE 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OFTHE TEST ZONE PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSO HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE Q = VOLrrlME = (AH/At) -CONV FACTOR (0.653 GAUFT)10 FT 16.85 FT 3.5 FT 28 FT 185 PSI.39.2 .FT 16.26 FT GALUMIN[BORING.:NO
/TEST: NO. MW-40T11 .GZA
~PACKER TESTILOG ~.. .GZA GEGENVIRONMIENTAL OF NEW YORK NO.TEST NO. MW-...T120 440 NINTH AVENUE, 18th FLOOR -Ente~rgy SHEET ofI NEW YORK, NEWiYORK 100,01 Indian Point Energy Cente FIL.E NO. 41.0017869.01
.SCIENTISTS AND.ENGINEERS Bhnn NYPROJECT LOCATION Indian Point.N I W K 10 0li::iiii'=i!;
;:i!- =': i ~~.!]Ci: ' :iI". :!' i.i.i li d~ : o nJi n rg ,c e ::'' i :Buchanan, .
['::i IN ]CONTRACTOR.
Aquifer Drilling & Testing, Inc.FOREMAN Lloyd Adams GZA ENG. Sar Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 461950.5094 E 603899.3458 74,987 DATUM NGVD 29.193 DATE STARTIEND 5116/06m DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 16.26 FT (from grmund) .0.25 FT to cosing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 .INCH TESTED T TIME ELPSE.. .). EPTHTO PUMPINGI SPECIFIC INTRVA>.~............::..~
1.DEPTH UNDER...........
..IWATER (PT). W:.'ATER DRAWDOWN .! RATE CAPACITY" FROM/TO (.)HR:MIN:SEC) i(L tMIN) (PT) (AH PT) (galimin) (Q01)18-28 10:57 0 10.390 18.81 2.55 1.667 0.654 L= 10.0 ft 10:58 1 10.376 18.82 2.564 1.667 0.650 10:59 2 10.348 18.85 2.592 1.667 0.643 11:00 3 10.319 18.88 2.621 1.667 0.636 11:0 4 10.305 18.90 2.635 1.667 0.633 11:02 5 10.276 18.92 2.664 1.667 0.626 11:03 6 .10.262 18.94 2.678 1.667 0.622 11:04 7 10.276 18.92 2.664 .1.667 0.626 8 10.262 18.94 2.678 1.667 0.622 11:06 9 10.233 18.97 2.707 1.667 0.616 11:07 10 10.233 18.97 2.707 1.667 0.616 11:08 11 10.233 18.97 2.707 1.667 0.616 11:09 12 10.219 18.98 2.721 1.667 0.613 11:10 13 10.204 19.00 2.736 1.667 0.609 11:11 14 10.262 18.94 2.678 1.667 1 0.622 11:12 15 10.233 18.97 2.707 1.667 0.616 11:13 16 10.233 18.97 2.707 1.667 0.616 11:14 17 10.204 19.00 2.736 1.667 0.609 11:15 18 10.204 19.00 2.736 1.667 0.609 11:16 19 10.190 19.01 2.75 1.667 0.606 11:17 20 10.190 19.01 2.75 1.667 0.606 11:18 21 10.161 19.04 2.779 1.667 0.600 11:19 10.147 19.05 2.793 1.667 0.597 11:20 23 10.176 19.02 2.764 1.667 0.603 11:21 24 10.176 19.02 2.764 1.667 0.603 11:22 25 10.176 19.02 2.764 1.667 0.603.11:23 26 10.176 19.02 2.764 .1.667 0.603 I I'FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 14 H2 w-r D INFLATABLE PACKERS PERFORATED PIPE F A TP.a 0)BF LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -- 10 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY --- 16.85 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.5 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -18 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI)
* 185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 29.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -16.26 FT Q = VOL/TIME = (AH/t) -CONV FACTOR (0.653 GAL/FT) GAUMIN GZA BORING, NO./TEST NO. MW-40 T12 GZA GEOENVIRONMENTAL OF NEW YORK Client 440 NINTH AVENUE, 18th FLOOR Entergy NEW.YORK, NEW YORK 10001. Indian Point Energy Cente S CIENTISTS AND ENGINEERS BcaaN -BORING NO /TEST NO :..MW-51 Tt:.:SHEETt .1 O. .FILE NO. 41.0017869.01.
:PROJECT LOCATION K.Indian Point.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5118/06 GROUND WATER DEPTH 27.66 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE ..... -NITROGEN SUPPLY LINE p K .TESTED[...;
* TIME ELAPSED : -IDEPTH TO CUMULATIVE RECOVERY....... ~~DEPTH'UNDER
,.. ..INTERVAL TIME WATER(F) WATERii RECOVERYK
:RATE:<FROM/ TO (FT) .(HMII (Lt MIN). , (FT)' ..(ZH FT). 11/184;6-194.3 10:17 0 .150.494 45.31 0.00 -L= 9.7"ft .10:18 1 151.630 44.17 1.14 2.27200 10:19 2 152.708 43.09 2.21 1.10700-10:20 3 153.715 42.09 3.22 1.07367 10:21 4 154.664 41.14 4.17 1.04250 10:22 5 155.556 40.24 5.06 1.01240 10:23 6 156.405 39.40 5.91 0.98517 10:24 7 157.210 38.59 6.72 0.95943 10:25 8 157.973 37.83 7.48 0.93488 10:26 9 158.692 37.11 8.20 0.91089 10:27 10 159.368 36.43 8.87 0.88740 10:28 11 160.001 35.80 9.51 0.86427 10:29 12 160.591 .35.21 10.10 0.84142;10:30 13 161.152 34.65 10.66 0.81985 10:31 14 161.670 34.13 11.18 0.79829 10:32 15 162.159 33.64 11.67 0.77767 10:33 16 162.605 33.20 12.11 0.75694 10:34 17 163.037 32.76 12.54 0.73782 10:35 18 163.440 32.36 12.95 0.71922 10:36 19 163.814 : 31.99 13.32 0.70105 10:37 20 164.145 31.66 13.65 0.68255 10:38 .21 164.476 31.32 .13.98 0.66581 10:39 22 164.778 31.02 14.28 .0.64927 10:40 23 165.051 30.75 14.56 0:63291 10:41 24 165.310 30.49 14.82 0.61733 10:42 25 165.540 30.26 15.05 0.60184 10:47 30 166.476 29.32 15.98 0.53273 10:52 35 167.094 28.7.1 16.60 0.47429 10:57 40 167.526 28.27 17.03 0.42580 11:02 45 167.785 28.02 17&#xfd;29 0.38424 4-,
=GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 OWT D tTP PERFORATED PIPE IL A I , 4 BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -184.6 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi .185 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .-195.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.66 FT GZA FBORING NO.frESTNO:MW-51T1.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK lient BORING NO /TEST NO. MW-51 T2 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of I NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 41.0017869801 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer 3ZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 GROUND SURFACE EL(FT) 69.62 FINAL BORING DEPTH (FT) 198.8 E 604275.3373 DATUM NGVD 29 DATE START/END 5/18/08 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 26.65 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p Tr_")T TESTED ..) TIME'. ,'rELAPSED
.. ... KiDEPTH TO CUMULA .IAvE .RECOVERY IA .
ii.i :
UNDER..........
.....NTRV .,.WATER (FT) WATER': RECOVERY IRATE FEROM/TO,(f ) ,.. : H: MlN) ..:.i:.tM IN ! ..: .( I !;MIN) (:: ,H FT):: (A.,At 173.3-183.0 12:52 0 137.145 47.66 0.00 -L= 9.7 ft 12:53 1 138.051 .46.75 0.91 1.81200 12:54 2 138.913 45.89 1.77 0.88400 12:55 3 139.718 45.08 2.57 0.85767 12:56 4 140.509 44.2'9 3.36 0.84100 12:57 5 141.271 .43.53 4.13 0.82520I 12:58 6 142.004 42.80 :4.86 0.80983 12:59 7 142.709 42.09 5.56 0.79486 13:00 8 143.385 41.42 6.24 0.78000 13:01 9 1,44.017.
40.78 6.87 0.76356 13:02 10 144.664 40.14 7.52 0.75190 13:03 11 145.268 39.53 8.12 0.73845 13:04 12 145.829 38.97 8.68 0.72367 13:05 13 146.404 38.40
* 9.26 0.71223 13:06 14 146.922 37.88 9.78 0.69836 13:07 15 147.454 37.35 10.31 0.68727 13:08 16 147.957 36.84 10:81 0.67575 13:09 17 148.446 36.35 11.30 0.66476 13:10 18 148.921 35.88, 11.78 0.65422 13:11 19 149.367 35.43 12.22 0.64326 13:12 20' 149.812 34.99 12.67 0.63335 13:13 21 150.229 34.57 13.08 0.62305 13:14 22 150.632 34.17 13.49 0.61305 13:15 23 151.020 33.78 13.88 0.60326 13:16 24 151.394 33.41 14.25 0.59371 13:17 25 151.768 33.03 14.62 0.58492 13:22 30 153.322 31.48 16.18 0.53923 13:27 35 154.587 30.21 17.44 0.49834 13:37 45 156.256 28.54 19.11 0.42469 13:47 55 157.133 27.67 19.99 0.36342, GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 INFLATABLE PACKERS PERFORATED PIPE A'-TP A I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ---- 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -173.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS .---- 185 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .184.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .-26.65 FT GZA. IBORING NO./TEST NO.:MW-51 T2..
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK lie, t BORING NO/.TEST NO ,VV- : MW,51 T3 .:'440 NINTH AVENUE, 18th FLOOR : ::::::: :K Entergy SHEET 1: : S .: -NEW YORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 4t4.0017869.0l.
0: SCETSSADEGNESBuchanan, NY P~ROJECT LOCATION .KKIndian Point.CONTRACTOR Aquifer Drlling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/18/06 GROUND WATER DEPTH 27.95 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED ..TIME .ELAPSED DEPTH TO CUMULATIVE RECOVERY.IINTERVAL TIM DTHUNDER WATER:.:;
:: RECOVERY .RATE RO I/ .). .(HR MIN):" (LtMIN) '(FT) WATR.F(&H F').157.8-167.5 14:37 0 118.779 50.22 0.00 -L= 9.7 ft 14:38 1 119.756 49.24 0.98 1.95400 14:39 2 120.705 48.30 1.93 0.96300 14:$0 3 121.610 47.39 2.83 0.94367 14:41 4 122.472 46.53 3.69 .0.92325 14:42 5 123.305 45.70 4.53 0.90520 14:43
* 6 124.110 44.89 5.33 0.88850 14:44. 7 .124.914 44.09 6.14 0.87643 14:45 8 125.690 43.31 6.91 0.86388 14:46 9 126.423 ..42.58
* 7.64 0.84933 14:47 10 127.142 41.86 8.36 0.83630 14:48 11 127.832' 41.17 9.05 0.82300 14:49 12 128.507 40.49 9.73 0.81067 14:50 13 129.139 39.86 10.36 0.79692 14:51 14 129.757 39.24 10.98 0.78414 14:52 15 130.375 38.63 11.60 0.77307 1 14:53 16 130.964 38.04 12.19 0.76156 14:54 17 131.525 37.48 12.75 0.74976 14:55 18 132.057 36.94 13.28 0.73767 14:56 19 132.574 36.43 13.80 0.72605 14:57 20 133.077 35.92 14.30 0.71490 14:58 21 133.552 35.45 14.77 0.70348 14:59 22 134.026 34.97 15.25 0.69305 15:00 23 134.457 34.54 15.68 0.68165 15:01 24 134.888 34.11 16.11 0.67121 15:02 25 135.291 33.71 16.51 0.66048 15:07 30 137.088 31.91 18.31 0.61030 15:12 35 138.554 30.45 19.78 0.56500 15:17 40 139.675 29.33 20.90 0.52240-15:22 45 140.509 28.49 21.73 0.48289 II=//=/I/=.=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI.I I A 1/=1 H2 ,WT D INFLATABLE
'PACKERS PERFORATED PIPE )T A"-TP 6 A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7. FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST. ZONE -157.8 FT PIP -PACKER INFLATION PRESSURE (D PS+- 50 PSi), -185 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -169 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.95 FT GZA IBORING.No./EST:NO; MW-SiT3n
~PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK C.ient BORING NO /TEST NO. MW51 T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEET lofl NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO"410017869.01
.SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed BEmer GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 461.822.4272 E 604275.3373 69.62 DATUM. .NGVD 29 198.8 DATE START/END 5/19/06 26.79 (from ground) 0.26 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUNDWATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS' 2 INCH TESTED .*TIME -ELAPSED 'U:E. DEPTHTO CLUMULATIVE RECOVERY.INTERVAL
...............
:: TIME WATER T WT : RECOVERY.
..RATE FROM ITO (FT) (HR:MIN. 6t tMIN) ....(FT~) AH, (~FT):~(H1I 153.9-163.6 8:19 0 117.319 47.88 0.00 -L= 9.7 ft 8:20 1 118.023 47.18 0.70 1.40800 8:21 2 118.684 46.52 1.36 0.68250 8:22 3 119.331 45.87 2.01 0.67067 8:23 4 119.934 45.27 .2.61 0.65375 8:24 5 120.523 44.68 3.20 0.64080 8:25 6 121.069 44.13 3.75 0.62500 8:26 7 121.601 43.60 4.28 0.61171 8:27 8 122.104 43.10 4.79 0.59813" 8:28 9 122.563 42.64 5.24 0.58267.8:29 10 123.037 42.16 5.72 0.57180 8:30 11 1'23.497 41.70 6.18 0.56164* 8:*31 12 123.943 41.26 6.62 0.55200 8:32 13 124.374 40.83 7.05 0.54269 8:33 14. 124.790 40.41 7.47 0.53364 8:34 15 125.178 40.02 7".86 0.52393* 8:39 20 126.946 38.25 9.63 0.48135* 8:44 25 128.426 36.77 11.11 0.44428 8:49 30 129.734 35.47 12.42 0.41383 8:54 35 130.840 34.36 13.52 0.38631* 8:59 40 131:818 33.38 .14.50 0.36248 9:04 45 132.666 32.53 15.35 0.34104.9:09 50 133.356 31.84 16.04 0.32074-9:14 55 133.916 31.28 16.60 0.30176 9:19 60 134.405 30.80 17.09 0.28477 9:24 65 134.764 30.44 17.45 0.26838 9:29 70 135.052 30.15 17.73 0.25333 9:39 80 135.469. 29.73 18.15 0.22688 9:49 90 135.713 29.49 18.39 0.20438 i 9:59 100 135.828 29.37 18.51 0.18509 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLYL UNE p GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 OWT D INFLATABLE PACKERS PERFORATED PIPE A"-r v F TP A BP I, LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -153.9 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) .-185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -165.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .,26.79 FT GZA IBORING TEST NO.: MW-Si74...
........................
PACKER TEST.LOC GZA GEOENVIRONMENTAL OF NEW YORK Cient , BORING NO ,IEST NO. MW 51 TS 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 01 o NEWYORK, NEW:YORK10001 Indian Point Energy Cente FILE NO. 41001769.01 SCIENTISTS AND ENGINEE RS Buchanan, NY:PROJECT LOCATION Indian Point: BuORInGn, C N N 491.822.4272 E " 04275.3373 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli"BORING COOR DINATES N 461.a22.4272 E 604275.3373 GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH-(FT) 198.8 DATE START/END 5/19/06 GROUND WATER DEPTH 27.02 (from ground) -,; 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH* FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .pQ.T.. ..TIME ELAPSED DEPTH TO .CUMULATIVE!
RECOVERY INTERVAL .: .TIME DEPTH UNDER ..... .INTERVAL TTIME WAER (FT) WATER RECOVERY RATE FROM/ TO ( FT) (HR.MIN).. (at (AMIN) ...___ lFT) &#xfd;,(AHFT). (AHI~t)1: 143.4-153.1 11:12 0 106.274 48.33 0.00 -L= 9.7 ft 11:13 .1 106.949 47.65 0.67 1.35000 11:14 2 107.538 47.06 1.26 0.63200 11:15 3 108.070 46.53 1.80 0.59867 11:16 4 108.587 46.01 2.31 0.57825 11:17 5 5 109.075 45.53 2.80 0.56020 11:18 6 109.506 45.09 3.23 0.53867 11:19 7 109.908 44.69 3.63 0.51914 11:20 8 110.281 44.32 4.01 0.50088 11:21 9 110.626 43.97 4.35 0.48356 11:22 10 110.971 .43.63 4.70 0.46970 11:23 11 111.315 43.29 5.04 0.45827 11:24 12 111.646 42.95 5.37 0.44767.11:25 13 111.947. 42.65 5.67 0.43638 11:26 14 112.263 42.34 5.99 0.42779 11:27 15 112.565 42.04 6.29 0.41940 11:32 20 113.944 40.66 7.67 :0.38350 11:37 25 115.179 39.42 8.91 0.35620 11:42 30 116.271 38.33 10.00 0.33323 11:47 35 117.276 37.32 11.00 0.31434 11:52 40 118.167 36.43 11.89 0.29733 11:57 45 118.943. 35.66 .12.67 0.28153 12:02 50 119.647 34.95 13.37 0.26746 12:07 55 120.279 34.32 .14.01 0.25464.12:17 65 121.241 .33.36 14.97 0.23026 12:27 75 121.960 -32.64 .15.69 0.20915 12:37 85 122.563 32.04 16.29 0.19164 12:47 95 123.052 31.55 16.78 0.17661 12:57 105 123.497 31.10 17.22 0.16403 13:07 115 123.842 30.76 17.57 0.15277 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 H2 D INFLATABLE PACKERS PERFORATED PIPE 7-T A TP I A I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (F0) * ." 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " .16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13
* FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -143.4 FT PIP -PACKER INFLATION PRESSURE (D PSI 4" 50 PS -185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .154.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.02 FT GZA IBORING:.NO:rrEST.
NO. MW-51.r5,::::
PACKER TEST LOG > '.*GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO MW 51,:T.440 NINTH AVENUE, 18th FLOOR Entergy SHEET NEW YORK, NEw YORK.10001 Indian Point Energy Cente FILE NO. 41.0017869.01.:i.=
SCIENTISTS AND ENGINEERS .Buchanan, NY PROJECT LOCATION indian Point:.0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 461.822.4272 E 604275.3373 69.62 DATUM NGVD 29 198.8 DATE START/END 5/19/06 27.87 (from ground) 0.26 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH-I)ID. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE " KTESTED. ..i TIME ELAPSED DEPTH TO'; CUMULATIVE.
RECOVERY.DEPTH UNDER .. ..INTERVAL: , :., TIME 1 WATER (FT); WATER R i- R nECOV.RY RATE FROM/:TOt(.FT)
.(HR.MIN).
.. ..(At MIN). (.).. .':( H FT); (LHI/t)131.5-141.2 13:52 0 .99.727 43.07 0.00 -L= 9.7 ft 13:53 1 100.229 42.57 0.50 1.00400 13:54 2 100.703 42.10 0.98 0.48800 13:55 3 101.177 41.62 1.45 0.48333* " 13:56 4 101.608 41.19 1.88 0.47025 13:57 5 102.039 40.76 2.31 0.46240* 13:58 6 102.441
* 40.36 2.7.1 0.45233 13:59 ..7 102.828 39.97 3.10 0.44300" 14:00 8 103.187 39.61 3.46 0.43250 14:01 9 103.546 39.25 3.82 0.42433.14:02 10 103.876 38.92 4.15 0.41490 14:03 11 104.207 38.59 4.48 0.40727 14:04 12 104.508 38.29 4.78 0.39842 14:05 13 104.824 37.98 5.10 0.39208 14:06 14 105.140 37.66 5.41 0.38664 14:07 15 105.442 37.36 5.71 0.38100 14:08 16 105.714 37.09 .5.99 0.37419 14:09 17 105.987 36.81 6.26 0.36824 14:10 18 106.246 36.55 6.52 0.36217 14:11 19 106.504 36.30 6.78 0.35668 14:12 20 106.763 .36.04 7.04 0.35180 14:13 21 1.106.992 35.81-. 7.27 0.34595 14:18 26 108,113 34.69 8.39 0.32254.14:23 31 109.104 33.70 9.38 0.30248 14:28 36 109.937 32.86.. 10.21 0.28361 14:33 41 110.683 32.12 10.96 0.26722 14:43 5.1 .111.847 30.95 12.12 0.23765 14:53 61 112.737 30.06 13.01 0.21328 15:03 71 113.398 29.40 13.67 0.19255 GROUND SURFACE ELEVATION WATER FLOW DIRECTION Hl INFLATABLE PACKERS H2 OWT D PERFORATED PIPE V TP L, A-Er-BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -131.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS. 185 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -142.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.87 FT GZA IBORING: NO:./TEST NO. :MW-S1: .T6
-PACKER TEST LOG.~GZA GEOEINVIRONMENTAL OF NEW YORK Client BORING NOJ/TEST NO MW-51 17 440: NINTH AVENUE, 18th FLOOR Entergy -SHEET Ilofi1 IN..E .WYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 41 0017869 01 SCIENTISTS AND.ENGINEERS Buhnn YPROJECT LOCATION Indian Psin ZONTRACTOR FOREMAN 3ZA ENG.Aquifer Drilling & Testing, Inc.BORING COORDINATES N 461.822.4272 E 604275.3373 Ed Bomer Sara Covelli GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/22/06 GROUND WATER DEPTH 26.65 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SU PPLY LINE rp ii* TESTED TIME ELAPSED ':." DEPTH TO ,CUMULATIVE RECOVERY DEPTH UNDER SIINTERVAL TIME WATERI(F..) .iWATER RECOVERY RATE.FROM /TO. (PFT) .(HR:MIN) t(LtMIN)'____ (FT) I (&#xfd;H FT) .(ALsH/tI)120.4-130.1 8:35 0 86.235 45.27 0.00 -L= 9.7 ft 8:36 1 86.665 44.84 0.43 0.86000 8:37 2 87.024 44.48 0.79 0.39450 8:38 3 87.340 44.16 1.11 0.36833 8:39 4 87.655 43.85 1.42 0.35500 8:40 5 87.957 43.54 1.72 0.34440 8:41 6 88.201 43.30 1.97 0.32767 8:42 7 .88.445 43.06 2.21 0.31571 8:43 8 88.674. 42.83 2.44 0.30488 8:44 9 88.904 42.60 2.67 0.29656 8:45 10 89.119 42.38 2.88 0.28840 8:46 11 89.320, .42.18 .3.08 0.28045 8:47 -12 89.535 41.97 3.30 0.27500 8:49 13 89.722 41.78 3.49 0.26823 8:50 14 .89.909 41.59 .3.67 0.26243 8:51 15 90.296 41.20 4.06 0.27073 8:56 20 91.215 40.29 4.98 -.0.24900 9:01 25 92.090 39.41 5.86 0.23420 9:06 30 92.880 38.62 6.65 0.22150 9:11 35 93.655 37.85 7.42 0.21200 9:16 40 94.372 37.13 8.14 0.20343 9:26 50 95.693 .35.81 9.46 0.18916 9:36 60 96.884 34.62 10.65 0.17748 9:46 70 97.932 33.57 11.70 0.16710 9:56 80 98.851 32.65 12.62 0.15770 10:06 90 99.670 31.83 13.44 0.14928 10:16 100 100.387 31.11 14.15 0.14152 10:26 110 101.005 30.50 14.77 0.13427 10:36 120 101.565 29.94 15.33 0.12775 10:46 130 102.053 29.45 15.82 0.12168 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS D H2 PERFORATED PIPE If Ai TP L ,A A IF.BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -120.4 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) .-175 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .131.5 FT H2o-DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE * -26.65 FT GZA ..IBORING NO. /TESTNO.:MW-5i1"7
-P A C K E KR TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOJ/TEST NO. MW-51 T8&#xfd;440 NINTH AVENUE, 18th FLOOR Entergy -SHEET 1 ofl NEWYOERK, NEWYORKN10001 Indian Point Energy Cente FILE NO 41.001786.01 SCIENTISTS AND ENGINEERS Bcan, Y PROJECT LOCATION Indian Pcint:4 0 N N PIA E II: :II8 h ;:
n~ r
:: ~i:`;Buchana n, N H : : : : ;
CONTRACTOR Aquifer Dnilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/22/06 GROUND WATER DEPTH 27.80 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE r..P _i T:ESTED:.:
TIME ELAPSED-:
>. DEPTH TO CUMULATIVE.
RECOVERY: INTERVAL TIME .WATER RECOVERRI.
ATE WNATER (F:T)!i :FROM./TO (FT) i.(HR.MtN)
.(At MIN)-- ~. P) (AH PT). >((XHtit)109.3-119.0 12:24 0 72.347 47.95 0.00 -L= 9.7 ft 12:25 1 76.134 44.17 3.79 7.57400 12:26 2 79.433 40.87 7.09 3.54300 12:27 3 81.672 38.63 9.33 3.10833 12:28 4 83.322 36.98 10.98 2.74375 12:29 5 84.584 35.72 12.24 2.44740 12:30 6 85.546 .34.75 13.20 2.19983 12:31 .7 .86.278 .34.02 -13.93 .1.99014 12:32 8 86.895 33.41 14.55 1.81850 12:33 9 87.397 .*32.90. 15.05 1.67222 12:34 10 87.828 32.47 15.48 1.54810"12:35 11 88.186 32.11 15.84 1.43991 12:36 12 88.502 31.80 16.16 1.34625 12:37 13 88.760 31.54 16.41 1.26254 12:38 14 88.990 31.31 16.64 1.18879 12:39 15 89.177 31.12 16.83 1.12200.12:40 16 89.349 30.95 .17.00 1.06263 12:41 17 89.507 30.79 17.16 1.00941-12:42 18 89.621 30.68 17.27 0.95967 12:43 19 89.751 30.55 17.40 0.91600 12:44 20 89.865 30.44 17.52 0.87590 12:45 21 89.937 30.36 17.59 0.83762-12:46 22 90.009 30.29 17.66 0.80282 12:47 23 90.095 30.21 17.75 0.77165 12:48 24 90.167 30.13 17.82 0.74250 12:49 25 90.224 30.08 17.88 0.71508 12:54 30 90.440 29.86 18.09 0.60310 12:59 35 .90.597 29.70 18.25 0.52143 13:04 40 90.712 29.59 18.37 0.45913.... 13:09 45 90.784 29.52 18.44 0.40971.I &#xfd;--4* =//==/I=II=1r4=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION.
H1 INFLATABLE PACKERS H2 D PERFORATED PIPE TPI I A BP I&#xb8;LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT.- -DISTANCE BETWEEN'GROUND SURFACE AND TOP OF THE TEST ZONE ..109.3 FT PIP- PACKER INFLATION PRESSURE(lD PSI+ 50 PSi ., 160 PSI W. H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .* 120.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.80 FT GZA IBORING: NO. rTEST NO .:MW51T8 .
PAGIQR Ttb 1. LU(U GZA GEQENVIRONMENTAL OF NEW YORK Client BORING NO/fTEST NO MWV-51 T9 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 oti NEWYORK, NEW YORK 10001 indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION .Indian Poin CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer.GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 461.822.4272 E 604275.3373 69.62 DATUM NGVD 29 198.8 DATE START/END 5/22/06 27.41 (from gmround) 0.26 FT ground to casing I)3 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE I I %NITROGEN SUPPLY UINE P TESTED , -TIME ELAPSED DEPTH TO CUMULATIVE RECOVERY DEPTHUNDER INTERVAL I TIME WATR WATER::I .RECOVERY RATE FROM/TO (FT) ::I(HRiMIN) , I:(At-MIN)
: (FT) " (,AHFT)I (AH/JAt)100.0-109.7 14:09 0 73.552 37.55 0.00 L= 9.7 ft 14:10 1 74.269 36.83 0.72 1.43400 14:11 2 74.857 36.24 1.30 0.65250 14:12 3 75.474 35.63 1.92 0.64067 14:13 4 76.019 35.08 2.47 0.61675 14:14 5 76.535 34.57 2.98 0.59660 14:15 6 77.009 34.09 3.46 0.57617 14:16 7 77.453 33.65 3.90 0.55729 14:17 8 77.841 33.26 4.29 0.53612 14:18. 9 78.243 32.86 4.69 0.52122 14:19 10 78.587 32.51 5.04 0.50350 14:20. 11 -78.931 32.17 5.38 0.48900 14:21 12 79.218 31.88 5.67 0.47217 14:22 13 79.491 31.61 5.94 0.45685 14:23 14 79.749 31.35 6.20 0.44264 14:24 15 79.979 31.12 6.43 0.42847 14:25 16 .80.208 30.89 6.66 0.41600 14:26 17 80.409 30.69 6.86 0.40335 14:27 18 80.610 30.49 7.06 0.39211 14:28 19 80.768 30.33 7.22 0.37979 14:29 20. 80.925 30.18 7.37 0.36865 14:30 21 81.083 30.02 7.53 0.35862 14:31 22 81.212 29.89 7.66 0.34818 14:32 23 81.356 29.74 7.80 0.33930 14:33 24 81.471 29.63 7.92 0.32996 14:34 25 81.585 29.52 8.03 0.32132 14:35 30 81.672 29.43 8.12 0.27067 14:40 35 82.102 29.00 8.55 0.24429 14:45 40 82.403 28.70 8.85 0.22128 14:50 45 82.604 28.50 9.05. 0.20116 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS I H2 D PERFORATED PIPE L1 TP I F A I B'LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) * .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY " * -4.13 FT P -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -100.0 FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 Ps) = 160 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -111.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.41 FT GZA IBORING NO: /TEST NO;:&#xfd; MW-51 T9 0 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.TEST NO MW-51 T10i 440 NINTH AVENUE, 18th FLOOR .Entergy SHEET- .. 10f o NEWYORK, NEWYORK.10001 Indian Point Energy Cente FILE NO -41.001789.01 SCIENTISTS AND ENGINEERS Buchanan, .NY PROJEC TLOCATION Indian Point CONTRACTOR Aquifer Ddlling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/23/06 GROUND WATER DEPTH 26.82 (from ground) 0.26 FT grund to caning (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED TIME ELAPSED DEPTH TO CUMULATIVE RFECOVERY INTERVAL .: : TIME :WATER (NE WATER ' RECOVERYi RATE FROM /TO, (PFT) (HR:MIN) (AtMIN) ,(FT) , (AH FT) (AH/It)88.8-98.5 8:32 0 58.451 41.65 0.00 L= 9.7 ft 8:33 1 59.555 40.55 1.10 2.20800 8:34 2 60.544 39.56 2.09 1.04650 8:35 3 61.476 38.62 3.03 1.00833 8:36 4 62.322 37.78 3.87 0.96775 8:37 5 63.111 36.99 4.66 0.93200 8:38 6- 63.857 36.24 5.41 0.90100 8:39 7 64.559 35.54 6.11 0.87257 8:40 8 65.190 34.91 6.74 0.84238 8:41 9 65.792 34.31 7.34 0.81567 8:42 10 66.395 33.71 7.94 0.79440 8:43 11 66.940 33.16 8.49 0.77173 8:44 12 67.442 32.66 8.99 0.74925 8:45 13 67.929 32.17 9.48 0.72908 8:46 14 68.374 31.73 9.92 0.70879 8:47 15 68.790 31.31 10.34 0.68927 8:48 16 69.191 30.91 .10.74 0.67125 8:49
* 17 69.564 30.54 11.11 0.65371 8:50 18 69.923 30.18 11.47 .0.63733 8:51 19 70.253 29.85 11.80 0.62116 8:52
* 20 70.568 29.53 12.12 0.60585 8:53 21 70.841 29.26 12.39 0.59000 8:54 22 71.113 28.99 12.66 0.57555 8:55 23 71.357 28.74 12.91 0.56113 8:56
* 24 71.572 28.53 13.12 0.54671 8:57 25 71.854 28.25 13.40 0.53612 9:02 30 72.763 27.34 14.31 0.47707 9:07 35 73.423 26.68 14.97 0.42777 9:12 40 73.910 26.19 15.46 0.38648 9:17 45 74.283 25.82 15.83 0.35182 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H2 WIT Hl I D INFLATABLE PACKERS PERFORATED PIPE I TP A A I 1'BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND.SURFACE AND TOP OF THE TEST ZONE -88.8 .FT PIP- PACKER INFLATION PRESSURE (D PSI+ 590 PS) 165 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -100.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -26.82 FT GZA IBORING NO. [TESTNO. MW-51. TI
-''..'.. ..'PACKER TEST LO , GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO. MW-51 Ti 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I.. of 1 NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 41.001786.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Poi CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/23/06 DIAMETER OF DRILLED BOREHOLE .3.83 INCH GROUND WATER DEPTH 26.95 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p.. ...TESTED TIME ELAPSED 2, E -.DEPTH'TO )CUMULATIVE
.&#xfd;RECOVERY
... .,..DEPTH UNDER TIINTERVAL iME I. WT .FI WATER RECOVERY 'RATE~::.FROM/.:TO( FT) .~(HR:MiN) .LtM IN)_ (FT): ~(aKFT) LAj 77.8-87.5 10:22 0 41.796 57.10 0.00 .L= 9.7 ft 10:23 1 42.269 56.63 0.47 0.94600 10:24 2 42.699 56.20 0.90 0.45150 10:25 3 43.158 55.74 1.36 0.45400 10:26 4 43.559 55.34. 1.76 0.44075 10:27 5 43.975 54.93 2.18' 0[43580 10:28 6 44.390 54.51 2.59 0.43233.10:29 7 44.791 54.11 3.00 0.42786 10:30 8 45.178 53.72 3.38 0.42275 10:31 9 45.594 53.31 3.80 0.42200 10:32 10 45.981 52.92 4.19 0.41850 10:33 11 46.368 52.53 4.57 0.41564 10:34 12 46.755 52.15 4.96 0.41325 10:35 13 47.113 51.79 5.32 0.40900 10:36 14 47.471 51.43 5.68 0.40536 10:37 15 47.815 51.09 6.02 0.40127 10:42 20 .49.463 49.44 7.67 0.38335 10:47 25 50.983 47.92 9.19 0.36748* 10:52 30 52.330 46.57 10.53 0.35113 10:57 35 53.563 45.34 11.77 0.33620 11:02 40 54.652 .44.25 12.86 032140 11:07 45 55.613 43.29 13.82. 0.30704 11:12 50 56.444 42.46 14.65 0.29296 11:22 60 57.835 41.07 16.04 0.26732 11:32 70 58.881 40.02 17.09 0.24407 11:42 80 59.684 39.22 17.89 0.22360 11:52 90 60.286 38.61 18.49 0.20544 12:02 100 60.731 38.17 18.94 0.18935 12:12 110 61.061 37.84 19.27 .0.17514 3ROUND SURFACE ELEVATION WATER FLOW DIRECTION HI_j 114 H2 wTR D INFLATABLE PACKERS PERFORATED PIPE-"A TP L A I BP r'LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY " 4.13 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -77.8 FT PIP- PACKER INFLATION PRESSURE (D PSI "50 PSI )- 165 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE * = 98.9 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .26.95 FT GZA .BORING NO:"rEST NO. :MW-5"i T... -.-.....
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PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO. MW-81 T12 440 NINTH AVENUE, 18th FLOOR Entergy SHEET l1of 1 NEWYORK, NEw YORK10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION .Indian Point.CONTRACTOR Aquifer Drilling &-Testing, Inc.FOREMAN Ed Bomer BORING COORDINATES GROUND SURFACE EL.(FT)N 461.822.4272 E 604275.3373 69.62 DATUM NGVD29 198.8 DATE START/END 5/23/06 GZA ENG.Sara Covelli FINAL BORING DEPTH (FT)DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 27.47 (from ground) "0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE rp" I" i'* TESTEDq i TIM .E E LAPSED DE.PTH TO CUMULATIVE.
RECOVERY INTERVAL:i....... TIME:....
DEPTHEUNDR WATER RECOVERY RATEl:FROM/.TO(FT) (HR:MIN) :(Lt MIN) W IFT) ..(H FT) (:M/At)65.0-74.7 13:01 0 27.772 48.53 0.00 -L= 9.7 ft 13:02 1 28.144 48.16 0.37 0.74400 13:03 2 28.531 47.77 0.76 0.37950 13:04 3 28.903 47.40 1.13 0.37700 13:05 4 29.276 47.02 1.50 0.37600 13:06 5 29.620 46.68 1.85 0.36960 13:07 6 .29.992 4631 2.22 0.37000 13:08 7 30.321 45.98 2.55 0.36414 13:09 8 30.651 45.65 2.88 0.35988 13:10 9 30.995 45.31 3.22 .0.35811 13:11 10 31.324 44.98 3.55 : 0.35520 13:12 11 31.639 44.66 3.87 0.35155 13:13 12 31.983 44.32 4.21 0.35092 13:14 13 32.312. 43.99 4.54 0.34923 13:15 14 32.656 43.64 4.88 0.34886 13:16 15 33.000 43.30 5.23 0.34853 S.13:17 20 33.301 43.00 5.53 0.27645 13:18 21 33.630 42.67 5.86 0.27895 13:19 22- 33974 42.33 6.20 0.28191 13:20 23 34.289 42.01 6.52 0.28335 13:21 24 34.590 41.71 6.82 0.28408 13:22 25 34.905 41.40 7.13 .: 0.28532 13:27 30 36.424 39.88 8.65 0.28840 13:32 35 37.828 38.7. 10.06 0.28731 13:37 40 .39.160 37.14 11.39 0.28470 13:42 45 40.392 5.91 12.62 0.28044 13:47 50 41.553 34.75 13.78 0.27562 13:52 55 42.599 33.70 14.83 0.26958 13159 60 43.975 32.33 16.20 0.27005 14:09 " 70 45.637 30.66 17.87 0.25521 14:19 80 47.070 29.23 19.30 0.24123 GROUND SURFACE ELEVATION=/
WATER FLOW DIRECTION HI A H2 D INFLATABLE PACKERS PERFORATED PIPE A"&#xfd;4 I k TP A LV BP F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) = 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 16.74 FT BP- TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -= 4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 6- 65.0 FT PIP-.PACKER INFLATION PRESSURE (D PSI+ 50 PSI. 160 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -76.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.47 FT GZA IBORING:NO.
rTEsT NO. MW-51 T12.
-OF , PACKER.TESTIOG GZA GEOENVIRONMENTAL O.NEW YORK CBORING: NO/TEST NO MW.51 1 4.40 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 ofIl NEWYORK, N:EVYORK 10001 indianPoint Energy Cente FILENO. :.410017869.01 SCIENTISTS AND ENGINEERS BcanNYPROJECT LO CA ,TION ]Indian Poin CONTRACTOR " Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 461.822-4272 E 604275.3373 GROUND SURFACE EL.(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/24/06 GROUND WATER DEPTH 27.10 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED. .TIME ,ELAPSED .U DEPTH TOI CUMULATIVE RECOVERY INTERVAL ...TIME WATER: (T) WATER RECOVERY .. RATE FROM /TO: (PT): <(HR.MIN) (At MIN) ., (PT) (6h (FT):~ (6AN/t)50.0-59.7 8:09 0 9.804 51.60 0.00 L= 9.7 ft 8:10 1 10.133 51.27 0.33 05800 8:11 2 10.806 50.59 1.00 0.50100 8:12 3 11.664 49.74 1.86 0.62000 8:13 4 12.509 48.89 2.71 0.67625 8:14 5 13.325 48.08 3.52:. 0.70420 8:15 6 14.098 47.30 4.29 0.71567 8:16 7 14.713 46.69 4.91 0.70129 8:17 8 15.129 46.27 " 5.33 0.66562 8:18 9 15.615 45.79 5.81 0.64567 8:19 10 16.088 45.31 .6.28 0.62840 8:20 11 16.546 44.85 6.74 0.61291 8:21 12 16.990 44.41 7.19 0.59883 8:22 13 17.433 43.97 7.63 0.58685 8:23 14 17.863 43.54 8.06 0.57564 8:24 15 18.293 43.11 8.49 0.56593 8:25 20 18.736 42.66 8.93 0.44660 8:26 21 19.137 42.26 9.33 0.44443 8:27 22 19.552 41.85 9.75 0.44309 8:28 23 19.953 41.45 10.15 0.44126 8:29 24 20.340 41.06 10.54 0.43900 8:30 25 20.727 40.67 10.92 0.43692 8:35 30 22.531 38.87 12.73 0.42423 8:40 35 24.163 37.24 " 14.36 0.41026 8:45 40 25.223 36.18 .15.42- 0.38548 8:50 45 25.996 35.40 16.19 0.35982 9:00 55 27.428 33.97 17.62 0.32044 9:10 65 28.703 32.70 18.90 0.29075 9:20 75 29.791 31.61 19.99 0.26649' I 9:30 85 30.765 30.64 20.96 0.24660' 9:40 95 31.611 29.79 21.81 0.22955 3ROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS I I A H2 dWT D PERFORATED PIPE-"A TP I IA I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (Pr) 9.7 FT-TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FPT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUNDOURFACE A TOP OF THE TEST ZONE o= 50 T PIP- PACKER INFLATION PRESSURE (D 50 .-. 165 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 61.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.10 FT GZA IBORING.NO.
frEST:NO..:MW-51'T13, ......
PACKER TEST: LOG'GZA GEOENVIRONMENTAL OF.NEW YORK Cient BORING NO [TEST NO .MW-5.NTW5-
.440 NINTH AVENUE, :18th FLOOR Entergy .. SHEET I :.1t ...NEWYORK, NEW YORK 10001 Indian Point Energy Cente FILE NO : 41.0017869.01.:::;
SCIENTISTS AND ENGINEERS Buchanan, NY -PROJECT LOCATION *... : -..Point .ot::.,:.: ::: : ..+ ,:; :; :
~i::i~ i i. I! .~ i::i i~ '.ll ld ;A:.;. ]Buchana n ,: : N Y:i :.:-. " " :+" ,ONTRACTOR Aquifer Dnilling & Testing, Inc.FOREMAN Ed Bomer 3ZA ENG. Sara Covelli BORING COORDINATES N 461.822.4272 E 604275.3373 GROUND SURFACE EL(FT) 69.62 DATUM NGVD 29 FINAL BORING DEPTH (FT) 198.8 DATE START/END 5/24/06 GROUND WATER DEPTH 26.96 (from ground) 0.26 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE.
" NITROGEN SUPPLY LINE _., ------I: TESTED' .): TIME .ELAPSED D UD DEPTH TO CUMULATIVE RECOVERY;!I':iINT RV `; : : ::i ' i ::: DEPTH:UNDERI iW T R ~, v R ! ... ...: INTERVAL < i. TIME .WATER (FT) WATER RECOVERY, RATE FROM/TO .(FT)i *.(: IHR.MIN) (atMIN)i F) :(F) )(HFT)I, IAHH/It 39.5-49.2 10:47 0 5.353 45.45 0.00 -L= 9.7 ft 10:48 1 5.768 45.03 0.41 0.83000 10:49 2. 6.168 44.63 0.81 0.40750 10:50 3 6.569 .44.23 1.22 0.40533 10:51 4 6.955 43.85 1.60 0.40050 10:52 5 7.342 43.46 1.99 0.39780 10:53 6 7.728 .43.07 2.38 0.39583 10:54 7 .8.100 42.70 2.75 0.39243 10:55 8 8.473 *42.33 3.12 0.39000 10:56 9 8.845 41.96 3.49 0.38800 10:57 .10 9.217 41.58 3.86 0.38640 10:58 11 9:575 41.23 4.22 0.38382 10:59 12 10.247 40.55 4.89 0.40783 11:00 13 12.423 38.38 7.07 0.54385 11:01 14 14.413 36.39 9.06 0.64714 11:02 15 15.658 35.14 10.31 0.68700 11:03 16 .16.804 34.00 11.45 0.71569 11:04 17 17.906 32.89 12.55 0.73841 11:05 18 18.865 31.94 13.51 0.75067 11:06 19 19.735 31.07 14.38 -0.75695 11:07 20 20.569 30.23 15.22 0.76080 11:08 21 21:256 29.54 i1s.90 0.75729 11:09 22 21.872 28.93 16.52 0.75086 11:10 .23 22.445 28.36 17.09 0.74313 11:11 24 22.932 27.87 17.58 0.73246" 11:12 25 23.361 27.44 18.01 0.72032 11:13 26 23.734 27.07 18.38 0.70696 11:14 27 24.077 26.72 18.72 0.69348 11:15 28 24.364 26.44 19.01 0.67896 11:16 29 24.593 26.21, 19.24 0.66345 11:17 30 24.765 26.04 19.41 0.64707 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 qWT D v PERFORATED PIPE Li I TP vI*A" BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT"P -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .-4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -39.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS -150 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 5 50.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -26.96 FT GZA IBORING NNo. [EST NO ;:MW-51 T"14,..
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client .,BORING NO/TEST NO. MW-51 T1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1.of-1 NEWYORK, NEWYORK10001 Indian Point Energy Cente .FILE NO. 410017869.01 SCIENTISTS A N DENGI NEER S Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR.
Aquifer Drilling & Testing, Inc.BORING COORDINATES N 461.822.4272 E 604275.3373 FOREMAN GZA ENG.Ed Borner Sara Covelli GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)69.62 DATUM NGVD 29 198.8 DATE START/END 5/24/06 27.03 (from ground) 0.26 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE ** TESTED h TIME' 1':., ELAPSED ...DEPTH TO CUMULATIVE RECOVERY.:IiINtERVAUU
;:i' ; DEPTH UINDER .... ...I: VV WATER.(FTr)
.....WATER. : 'RECOVERY RATE FROM/TO (FT) <(HR.MIN) (AtMIN). (IFT) ..(AN FT)- A/t 29.0-38.7 12:09 0 4.752 35.69 0.00 -L= 9.7 ft 12:10 1 4.895 35.55 .0.14 0.28600 12:11 2 5.023 35.42 0.27 0.13550 12:12 3 5.167 35.27 0.41 0.13833* 12:13 4 5.324 35.12 0.57 0.14300 12:14 5 5.438 35.00 0.69 0.13720 12:15 6 5.567 34.87 0.81 0.13583 12:16 7 5.667 34.77 0.91 0.13071 12:17 8 5.811 34.63 1.06 0.13238 12:18 9 5.925 34,52 1.17- 0.13033 12:19 10 6.040 34.40 1.29 0.12880 12:20 11 6:168 34.27- 1.42 0.12873' "
* 12:21 12 6.297 34.14 1.54 0.12875 12:22 13 6.412 34.03 1.66 0.12769 12:23 14 6.526 .33.91 1.77 0.12671 12:24 15 6.641 33.80 1.89 0.12593 12:25 .16 6.769 33.67 2.02 0.12606 12:26 17 6.870 33.57 2.12 0.12459 12:27 18 6.998 33.44 2.25 0.12478 12:28 19 7.113 33.33 2.36 0.12426 12:29 20 7.227 33.21 2.48 0.12375.12:34 25 .7.786 32.65 3.03 0.12136 12:39 30 8.401 32.04 3.65 0.12163_. 12:44 35 8.916 31.52 4.16 0.11897 12:49 40 9.446 30.99 4.69 0.11735 12:54 45 10.662 29.78 5.91 0.13133 12:59 50 13.668 26.77 8.92 0.17832 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI 1=H H2 QWT D I I INFLATABLE PACKERS PERFORATED PIPE-Li--I TP A k A 1 4 .1. 4 4 4 I , BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP- TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ---- 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -29.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -150 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -40.44. FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -27.03 FT GZA " BORING NO. ITEST'NO; MW-51T15 PACKER TEST LOCu GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.TEST .MW-52 T1 440 NINTH AVENUE, 18th FLOOR ~-Entergy SHEET lofiYORK, NEWYORK:10001 " Indian Point Energy Cente FILE NO 41.0017869.01
, SCIENTISTS AND ENGI NEERS Buchanan-NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG.. Steve Kline DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES N 463253.9453 " E 604733.0454 GROUND SURFACE EL(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 5/30/06 GROUND WATER DEPTH 10.5 (from ground) 0.43 FT ground to casing 3 INCH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p--N.TITESTED ...).TIMEi.;
:.:ELA.PF";:)
DEPTH TO CUMULATIVE RECOVERY" T A .." 'i-' TI M 0 .. .. DEPTHUNDER
.. ..INTERVAL : TIME .WATER(F')
..WATER RECOVERY ..RATE FROM i'TO IHR MIN) .(.:. AtMIN) :.(F (AH.FT) ' '(.H t)179.5-189.2 1100 0 142.657 46.74 0.00 -L= 9.7 ft 1101 1 143.375 46.03 0.72 0.71800 1102 -2 143.965 45.44 1.31 0.65400 1103 3 144.497 44.90 1.84 0.61333 1104 4 144.971 44.43 2.31 0.57850 1105 5 145.446 43.95 2.79 0.55780_ 1106 6 145.892
* 43.51 3.23 0.53917 1107
* 7 146.323..
43.08 3.67 0.52371 1108 8 .146.711 42.69 4.05 0.50675 1109 9 147.114 42.29 4.46',.. 0.49522 1110 10 147.488 41.91 4.83 0.48310 1111' 11 147.847 41.55 5.19 0.47182 1112 12 148.207 41.19 5.55 0.46250 1113 13 148.566 40.83 5.91 0.45454 1114 14 148.883 40.52 6.23 0.44471 1115 15 149.228 40.17 6.57 0.43807 1116 .. 16 149.559 39.84 6.90 0.43137 1117 17 149.889 39.51 7.23 .0.42541 1118 18 150.206 .39.19 7.55 0.41939 1119 19 150.508 38.89 7.85 0A41321 1120 20 150.824 38.58 8.17 0.40835 1121 21 151.126 38.27 -8.47 0.40329 1122 22 .151.400 38.00 8.74 .0.39741 1123 23 152.090 37.31 9.43 0.41013 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI ,A H2 WT-INFLATABLE PACKERS PERFORATED PIPE D ,0 TP L A I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7* FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY.
-16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 179.5 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSIQ .200 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 189.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -10.5 FT GZA BORING NO. [TEST NO.::MW-52.T1:Jib
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PACKER TESTLOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO [TEST NO. MW-52T2T 440 NINTH AVENUE, 18th FLOOR Entergy SHEET loft1 NEWYORK, NEWYORK10.001 Indian Point Ene.rgy Cente FILE NO. 41,0017869 01 SCIENTISTS AND ENGINEERS
: .BUChanan,.NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Steve Kline BORING COORDINATES N 463253.9453 E 604733.0454 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND SURFACE EL(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 5/30/06 GROUND WATER DEPTH 17.8 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED ** TIME ELAPSED DP DEPTH TO CUMULATIVE RECOVERY DEPTH:UNDER
;.INTERVAL'
.TIME WATER RECOVERY.
' RATE FROM/TO (PFrT), (HR:MIN) I (,t MIN) WATER (FT IFT)> (,H FT) .(A I H/ At)'168.5-178.2 1216 0 129.116 49.28 0.00 -L= 9.7 ft 1217 .1 129.964 48.44- 0.85 0.84800 1218 2 130.740 47.66 1.62 0.81200 1219 3 131.487 46.91 2.37 0.79033 1220 4 132.220 46.18 3.10 0.77600 1221 5 132.910 45.49 3.79 0.75880 1222 6 133.557 44.84 4.44 0.74017 1223 7 134.218 44.18 .5.10 0.72886 1224 8. 134.850 43.55 5.73 0.71675 1225 9 135.469 42.93 6.35 .0.70589 1226 10 136.087 42.31 6.97 0.69710 1227 11 136.719 41.68 7.60 0.69118 1228 12 137.265 41.14 8.15 0.67908 1229 13 137.840 40.56 8.72 0.67108 1230 14 138.401 40.00 9.29 0.66321 1231 15 138.933 39.47 9.82 0.65447 1232 16 139:781 38.62 10.67 0.66656 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION HI INFLATABLE PACKERS A I I + t -t *I I + t -~ I PERFORATED PIPE TP H2 D t A I 1 4 t I I 1 '1- t -t .I 1 1 1 I I 1 1 F t I , BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) " 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = .168.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS -200 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND'SURFACE
.178.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE ..* -. 17.8 FT GZA IBORING NO:/TEST NO ::MW-52 T2
-PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW BORING NOITEST NO. MW-52 .3 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 f.........
NEWYORK, NEWVYORK 10001 Indian Point Energy-Cente FILE NO 410789O.SCIENTISTS AND ENGINEERS Buchanan, NY T. PROJECT LOCATIO N :...Indian Point.0 r CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH BORING COORDINATES N 463253.9453 E 604733.0454 GROUND SURFACE EL.(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 5/31/06 GROUND WATER DEPTH .12.60 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)FLOW RATE PACKER INFLATION PRESSURE TIESTED :* TIME , ELAPSED. DEPTH TO..[ CUMULATIVE RECOVERY.~~ .. ~~DEPTH UNDER /... , INTERVAL .TIME................WATER' RECOVERY .RATE FROM/TO .K )HR:MIN) I(tMIN) (T. FT). (H/Lt)158.3-168.0
.1015 0 138.904 30.30 .0.00 -L= 9.7 ft 1016 1 139.911 29.29 1.01 1.00700 1017 2 140.845 2836 1.94 0.97050 1018 3 141.722 27.48 2.82 0.93933 1019 4 142.542 26.66 .3.64 0.90950 1020 5 143.318 25.88 4:41 0.88280 1021 6 144.080 25.12 5.18 0.86267 1022 7 144.770 24.43 5.87 0.83800 1023 8 145.432 23.77 6.53 0.81600.1024 9 146.050 23.15 7.15 0.79400 1025 10 146.668 22.53 7.76 0.77640 1026 11 147.229 21.97 833 0.75682 1027 12 147.761 21.44 8.86 0.73808 1028 13 148.264 20.94 9.36 0.72000 1029 14 148.725 20.48 9.82 0.70150 1030 15 149.170. 20.03 10.27 0.68440 1i031>&#xfd; 16 149.587 19.61 10.68 0.66769 1032 17 149.990 19.21 11.09. 0.65212 1033 18 150.364 18.84 11.46 .0.63667 1034. 19 .150.724 18.48 11.82 0.62211 1035 20 151.054 18.15 12.15 0.60750" 1036 21 .151.371- 17.83 12.47 0.59367 1037 22 151.673 17.53 12.77 0.58041.1038 23 151.960 17.24 13.06 0.56765 1039 24 152.191 17.01 13.29 0.55363 1040 25 152.435 16.77 13.53 0.54124 1045 30 153.399 15.80 14.50 0.48317 1050 35 154.003 15.20 15.10 0.43140 1055 40 154.477 14.72 15.57 0.38933 1100 45 154.895 14.31 15.99 0.35536 1105 50 155.254 13.95 16.35 0.32700 NITROGEN SUPPLY LINE p I GROUND SURFACE ELEVATION WVATER FLOW DIRECTION H1 H2 QWT 1. i77 V D INFLATABLE PACKERS PERFORATED PIPE TP 1' jL A I1 BP LEGEND: A -TOTAL LENGTH OF TEST SECTION ('T), .9.7 FT ._TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE --158.3 FT PIP- PACKER INFLATION PRESSURE D PSi" 50 PSD. -175 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -169.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE * -12.60 FT GZA ORG :ENO.-MW-52 T3 GZA , ,. PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO [TEST NO. MW-52 T4 440:NINTH AVENUE, 16th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEWYORK':
10001 Indian Point Energy Cente FILE NO 41 0017868901 SCIENTISTS AND ENGINEERS B Buchanan NY PROJECT LOCATION Indian Point ZONTRACTOR .Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer BORING COORDINATES N 463253.9453 GROUND SURFACE EL(FT) 1877 FINAL BORING DEPTH (FT) 193.0 E 604733.0454 DATUM NGVD29 DATE START/END 5/31/06 3ZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILUNG RODS 2 INCH 14.98 (from ground) 0.43 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p~TESTED .. .: TIME ELAPSED, ~
* DEPTH TO CUMULATIVE.
RECOVERYI DEPTH UNDER. ....INTERVAL ' ME ATER' "I F) WATER AT RECOVERY .>< RATE. FROM/ TO (FT) ;.>:(HRMIN) (AtMIN) l(FT) (AHFT) .(AHwt)143.5-153.2 1205 0 119.460 .34.84 0.00 -L= 9.7 ft 1206 1 120.394 33.91 0.93 0.93400 1207 2 121.227 1 33.07 1.77 0.88350 1208 3 122.017 32.28 2.56 0.85233 1209 4 122.808 31.49 3.35 0.83700 1210 .. 5 123.540 30.76 ..4.08 0.81600 1211 .6 124.259 30.04 4.80 0.79983 1212 7 124.934 29.37 5.47 -0.78200 1213 8 125.609 28.69 6.15 0.76863.1214 9 126.227 28.07 6.77 0.75189 1215 10 126.845 27.46 7.39 0.73850 1216 .11 127.434 .. 26.87 7.97 0.72491 1217 .12 127;.995 26.31 8.54 0.71125 1218 13 128.555 25.75 9.10 0.69962 1219 14 129.087 25.21 9.63 0.68764 1.1220 15 129.590 24.71 10.13 0.67533 1221 16 130.079 24.22 10.62 0.66369 1222 17 130.539 23.76 11.08 0.65171 1223. 18 130.970 23.33 11.51 0.63944*.1224 19 131.387 22.91 11.93 0.62774 1225 .20 ,131.803 22.50 12.34 0.61715 1226 21 132.177. 22.12 12.72 0.60557 1227 22 132.551 21.75 13.09 0.59505" " 1228 23 132.910 21.39 13.45 0.58478 1229
* 24 133.241 21.06 13.78 0.57421 1230 25 133.600 20.70 14.14 0.56560 1235 30 135.138 19.16 15.68 0.52260..... 1240 35 136.274 18.03 16.81 0.48040 1245 40 137.208 17.09 17.75 0.44370 i" 1250 45 138.157 16.14 18.70 0.41549 1300 55 139.594 14.71 20.13 0.36607 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION L i H2l=//H2 HI INFLATABLE PACKERS PERFORATED PIPE L 'l-, Ll TP D r A I v BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -143:5 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) 160 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 154.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUNDWATER TABLE -14.98 FT GZA IBORING NO"./TEST.
NO. :MW-52T4 ...4 ,
..Ah~PACKER TEST LOG.GZA.GEOENVIRONMENTAL OF NEW YORK -lient BORING NO/[TEST NO. MW-527 440 NINTH AVENUE, 16th FLOOR --Entergy SHEET 1 of 1 NEW YORK, NEWYORK 10001 .-Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS
--Buchanan, NY PROJECT LOCATION Indian Point W CONTRACTOR Aquifer Ddlling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 463253.9453 GROUND SURFACE EL.(FT) 16.77 FINAL BORING DEPTH (FT) 193.0 E 604733.0454 DATUM NGVD29 DATE START/END.
5/031106 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH 15.40 (from ground) 0.43 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE\N P NITROGEN SUPPLY LINE , TESTED TIME ELEPSED :o:DEPT HTO CUMULATIVE
;RECOVERY EASD DEPTH UNDER ..INTERVAL::
.TIME IiWATER,(FT)
WATER... .RECOVERY ..RATE.FROM/ TO I: FT IHR.MIN). (LtMIN) (.T ... .., FT) ________133.2-142.9 1359 0 110.626 33.57 0.00 -L= 9.7 ft 1400 1 111.344 32.86 .0.72 0.71800 1401 2 112.048 32.15 1.42 0.71100 1402 3 112.723 31.48 2.10 0.69900 1403 4 113.355 30.85 2.73 0.68225 1404 5 113.972 30.23 3.35 0.66920 1405 6 114.533 29.67 3.91 0.65117 1406 7 .115.078 29.12 4.45 0.63600 1407 8 115.610 28.59 4.98 0.62300 1408 9 116.084 28.12 5.46 0.60644 1409 10 116.572 27.63 5.95 0.59460 1410 11 117.032 27.17 6.41 0.58236 1411 12 117.463 26.74 6.84 0.56975 1412 13 117.851 26.35 7.22 0.55577 1413 14 118.224 25.98 7.60 0.54271 1414 15 118.598 25.60 7.97 0.53147 1415 16 .118.957 25.24 8.33 0.52069 1416 17 119.302 24.90 8.68 0.51035, 1417 18 119.618 24.58 8.99 0.49956 1418 19 119.934 24.27 9.31 0.48989 1419 20 120.236 23.96 9.61. .. 0.48050 1420 21 120.509 23.69 9.88 0.47062 1421 22 .120.767 23.43 10.14 0.46095 1422.......23 121.055 23.15 10.43 0.45343 1423: 24 121.285 22.92 10.66 0.44413 1424 25. 121.529 22.67 10.90 0.43612 1429 30 122.621 21.58 .12.00 0.39983 1439 40 124.244 19.96 13.62 0.34045 1449 50 125.466 18.73 14.84 0.29680 1459 60 126.371 17.83 15.75 0.26242 1509 70 127.046 17.15 16.42 0.23457 GROUND SURFACE ELEVATION WVATER FLOW DIRECTION HI t &#xfd;/&#xfd;//C ,H2 B T D INFLATABLE PACKERS PERFORATED PIPE j LI TP IA IF BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (F') -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .-133.2 FT PIP- PACKER INFLATION PRESSURE (ID PSI+ 50 PSi -160 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -144.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -15.40 FT GZA IBORING :NO. /TEST NO: i:MW-52T5
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PACKER TEST LOC GZA GEOENVIRONMENTAL OF NEW Y OR K B O RNG NOG/TEST NO. MW-52 T6 440 NINTH AVENUE, 18th FLOOR Entergy SHEET t lof NEWYORK, NEWYORK 10001 Inian Point Energy Cente FILE NO .41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (PT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 463253.9453 E 604733.0454 16.77 DATUM \ NGVD29 193.0 DATE START/END 6/1/06 12.17 (from ground) 0.43 PT ground to casing H)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED TIME ELAPSED.........DEPT .H .TO' .CU .MUL.A Ti.VE. RECOVERY DEPTHiUNDER 3INTERVALW TIME WATER *WATER .=,RECOVERY RATE FiRO:M iTO ( FT) ":.!iH:R.M;:IN)~
i IIii : tM~lIN) '; !!~ ii'ii ii:
FT)!': : 115.3-125.0 838 0 95.880 30.42 0.00 -L= 9.7 ft 839 1 96.755 29.55 .0.88 0.87500 840 2 97.530 28.77 1.65 0.82500* 841 3 98.306 27.99 2.43 0.80867 842 4 99.067 27.23 3.19 0.79675 843 5 99.770 26.53 3.89 0.77800-.844 6 .100.445 25.86 4.57 0.76083 845 7 101.105 25.20 .. 5.23 .. 0.74643 846 8 101.737 24.56 5.86 0.73213**847 -9 .102.326 23.97 6.45 0.71622.848 10 102.929 .23.37 7.05 0.70490 849 11 103.460 22.84 7.58 0.68909* 850 12 103:991 22.31 8:11 0.67592 851 13 104.494 21.81 8.61. 0.66262* 852 14 105.011 21.29 9.13 0.65221 853 15 105.456 20.84 9.58 0.63840 854 16 105.887 20.41 10.01 0.62544 855 17 .106.303 20.00 10.42 0.61312 856 18 106.677 19.62 10.80 0.59983* 857 19 107.079 19.22 11.20 0.58942 858 20 107.409 18.89 11.53 0.57645 859 21 107.754 18.55 11.87 0.56543_ 900 22 108.098 18.20 12.22 0.55536 i 901 23 108.400 17.90 12.52 0.54435 902 24 108.687 17.61 12.81 0.53363 903 25 108.974 17.33 13.09 0.52376.908 30 110.195 16.11 14.32 0.47717 913 35 111.100 15.20 15.22 0.43486 918 40 111.746 14.55 15.87 0.39665 923 45 112.249 14.05 16.37 0.36376 GROUND SURFACE ELEVATION" WATER FLOW DIRECTION HI VI=1 H2 dWT D INFLATABLE PACKERS PERFORATED.
PIPE TV A TP I A BP Fr LEGEND: A -TOTAL LENGTH OF TEST SECTION.(FT)
-9.7 PT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 PT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 PT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -115.3 F PT .PIP- PACKER INFLATION PRESSURE (D PSI+ 5 PSI) = 155 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -126.3 PT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.17 IT GZA IBORING :No. TEST NO. :MW-52T6.:..., .. .
0 PACKER TEST LOG .GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO (VEST NO MW-527 440 NINTH AVENUE, 18th FLOOR Entergy SHEET loftI NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Ddilling & Testing, Inc.FOREMAN Ed Borner BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463253.9453 E 604733.0454 16.77 DATUM NGVD 29 193.0 DATE START/END 6/1/06 3ZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH.GROUND WATER DEPTH jSTATIC WATER LEVEL DEPTH)14.90 (from ground) 0.43 FT ground to casing)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE.-...-..
--.TESTED :'%,TIME ELAPSED..
HDEPTH TO. CUMULATIVE RECOVERY.:
INTERVAL .... ... TlME .WATERT(PT)I
'WATE R RECOVERY RATE FROM/TO (FT)::(HR:MIN) (AitMIN) ..:.....(F;
' i((AH FT):. A (IA/At)100.5-110.2 1032 0 76.205 35.40 0.00 -L= 9.7 ft 1033 1 77.439 34.16 1.23 1.23400 1034 2 78.573 33.03 2.37 1.18400 1035 3 79.663 31.94 3.46 1.15267 1036 4 80.682 30.92 4.48 1.11925 1037 5 81.657 29.94 5.45 1.09040 1038 6 82.604 29.00 6.40. 1.06650.1039 7. 83.479 28.12 7.27 1.03914 1040 8 84.312 27.29 8.11 1.01338 1041 9 85.101 26.50 8.90 0.98844 1042 10 85.790 25.81 9.59 0.95850 1043 11 86.407 25.19 10.20 0.92745 1044 12 86.995 24.61 10.79 0.89917 1045 13 87.569 24.03 11.36 0.87415 1046 14 68.086 23.51 11.88 0.84864 1047 15 88.602 23.00 12.40 0.82647 1048 16 89.076 22.52 12.87 0.80444 1049 17 89.521 22.08 13.32 0.78329 1050 18 89.952 21.65 13.75 0.76372 1051 19 90.368 21.23 14.16 0.74542 1052 20 90.741 20.86 14.54 0.72680' 1053 21 91.114 20.49 14.91 0.70995 L 1054 22 91.444 20.16 15.24 0.69268" " ....1055 23 91.760 19.84 15.56 0.67630 1056 24 92.076 19.52 15.87 0.66129* 1057 25 92.334 19.27 16.13 0.64516 1102 30 93.540 18.06 17.34 0.57783 1107 35 94.444 17.16 18.24 0.52111 1112 40 95.176. 16.42 18:97 0.47428 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H2&#xfd;WT HI I I INFLATABLE PACKERS PERFORATED PIPE D TP k A II BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (IT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ', " 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .-.-..100.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -155 .PSI Hi--DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -111.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 14.90 FT GZA I BORING: NO. /EST :NO.:UMW52 ......:.
PACKER TESTLOG GZA GEOENVIRONMENTAL OF NEW YORK Cient : BORING NO:/TEST NO MW-52 T8 440 NINTH AVENUE,:18th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEV,.YORK 10001 .Iian Point Energy Cente FILE"NO SCENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG.
* Sara Coelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463253.9453 E 604733.0454 16.77 DATUM NGVD 29 193.0 DATE START/END 6/1106 16.65 (from ground) 0.43 FT ground to caning 3 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILUNG RODS 2 INCH PACKER INFLATION PRESSURE TESTED TIME ELAPSED DEPTH TO CUMULATIVE RECOVERY INTERVALDEPTHiUNDER INTRVL:4TIE~
WATER IFT) WATER , RECOVERY /RATE FROM /TO ( FT) (HR:MIN)%_.. (AtMIN) .<(FT) (61H FT)%.., l~t 89.0-98.7 1211 0 63.283 36.82 0.00 L= 9.7 ft 1212 .1 64.272 35.83 0.99 0.98900 1213 2 65.161 34.94 1.88 0.93900 1214 3 66.065 34.04 2.78 0.92733 1215 4 66.954 33.15 3.67 0.91775 1216 `5 67.772 32.33 4.49 0.89780.1217 6 68.589 31.51 1 5.31 0.88433 1218 7 69.349 .30.75 6.07 0.86657 1219 8 70.095 30.01 6.81 0.85150* 1220 9 70.812 29.29 7:53 0.83656 1221 10 71.472 28.63 8.19 0.81890 1222 11 ,72.132 27.97 8.85 0.80445 1223 12 72.734 27.37 9.45 0.78758 1224 13 73.322 26.78 10.04 0.77223 1225 14 73.910 26.19 10.63 0.75907 1226 15 74.455 25.65 11.17 0.74480 1227 16 74.972 25.13 11.69 0.73056 1228 17 75.517 24.58 12.23 0.71965I 1229 18 76.062 24.04 .12.78 0.70994 1230 19 76.564 23:54 13.28 0.69900 1231 20 .77.037 23.06 13.75. 0.68770 1232 21 77.497 22.60 14.21 0.67686 1233 22 77.913 .22:19 14.63 0.66500 1234 .23 78.314 21.79 15.03 0.65352 1235 24 79.032 21.07 15.75 0.65621 1236 25 79.362. 20.74 .16.08 0.64316 1241 30 80.538 19.56 *17.26 0.57517 1246 35 81.643 18.46 18.36 0.52457I 1251 40 82.489 17.61 19.21 0.48015 1256 45 83.178 "16.92 19.90 0.44211"" *** 1301 50 83.809 16.29 20.53 0.41052.NITROGEN SUPPLY LINE _3ROUNDSURFACE ELEVATION WATER FLOW DIRECTION Hl INFLATABLE PACKERS Z PERFORATED PIPE NOTE: Extremely heavy rain began at approximately 1300 hrs.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION pRESSU.E(D pS.! 5 PSJI.......
Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 9.7 FT 19.74 FT 4.13 FT 89.0 FT 165 PSI 100.1 FT 16.65 FT IBORING NO.iTEST NO.::MW.92T T GZA
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PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO. ..MW-52 T9 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEw 'W)YORK, NEW YORK 1N001 Indian Point Energy, Cente FILE NO. ::N... .41.0017869.01 SCIENTISTS AND ENG INEERS .Buchanan, PROJECTLOCATION I: .Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner BORING COORDINATES.
GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463253.9453 E 604733.0454 GZA.ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH 16.77 DATUM NGVD29 193.0 DATE START/END 6/2/06 10.25 (from ground) 0.43 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p:?.. TIME ELAPSED..............
.DEPTH TO' CUMULATIVE RECOVERY....N ...... :. .-DEPTHUNDER
,.INTERVA .....TIME ...WATER, .*WATER RECOVERY  ,FROM/:TO (FT) (HR.MIN)'
.l i MIN)Y. ..., .. .l T) :(.()H FT). <.(AH/ht)76.4-86.1 847 0 58.164 29.44 0.00 -L= 9.7 ft 848 .1 58.623 28.98 0.46 0.45900 849 2 59.025 28.58 0.86 0.43050 850 3 59.412 28.19 1.25 0.41600 851 4 '59.756 27.84 1.59 0.39800 852 5 60.057 27.54 1.89 0.37860 853 6 60.315 27.29 2.15
* 0.35850 854 7 .60.587 27.01 2.42 0.34614 855 8 60.860 26.74 2.70 0.33700 856 9 61.089 26.51 2.93 0.32500 857 10 61.333 26.27 3.17 0.31690 858 11 61.534 26.07 3.37 0.30636 859 12 61.749 25.85 3.59 0.29875 900 13 61.935 25.67 3.77 0.29008 901 14 62.136 25.46 3.97 0.28371 902 15 62.337 25.26 4.17 0.27820 907 20 63.125;-`
24.48 4.96 0.24805 912 25 63.857 23.74 ,5.69 0.22772 917 30 64.516 23.08 6.35 0.21173 922 35 65.061 22.54 6.90 0.19706 927 40 65.577 22.02 7.41 0.18533 932. .45 66.036 21.56 7.87 0.17493 937 50 66.466 21.13 8.30 0.16604* 942 55 66.825 20.78 8.66 0.15747 947 60 .67.155. 20.45 8.99 0.14985 957 70 67.728 19.87 9.56 0.13663 1007 80 68.159 19.44 10.00 0.12494 1017 90 68.503 19.10 10.34 0.11488 1027 100 68.847 18.75 10.68 0.10683.1042 115 69.306 18.29 11.14 .0.09689, 1057 130 69.679 17.92 11.52 0.08858 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION HI I S11=11 H2 (WT D INFLATABLE PACKERS PERFORATED PIPE[T1 TP r K A I BP NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY ----4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -76.4 FT PIP- PACKER INFLATION PRESSURE (0 PSI+ 50 PS) -155 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 87.- 676 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -10.25 FT GZA IBORING NO /TESTNO.::MW-52T9
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.-PACKER TEST LOG&#xfd;GZA GEOENVIRONMENTAL OF NEW YORK .Client BORING-NO/TEST NO MW-2 TIO: 440 NINTH AVENUE, 18th FLOOR Entergy SHEET -.1...s..of 1 NEW YORK, NEW YORK IO000 Indian Point Energy C FILE 41.00 SCIENTISTS AND ENGINEERS Buchanan, NY PRO .JECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 463253.9453 E 604733.0454 GROUND SURFACE EL-(FT) 16.77 DATUM NGVD'29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 6/2/06 GROUND WATER DEPTH 13.67 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE* PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p ., TESTED ::i:.: TIME ELAPSED DEPTH DEPTH T6 CUMIULATIVE.
;RECOVERY INTERVAL!
TIME WATER.(FT) ,WATER ..RECOVERY::
RATE.FROM/TO (FT): (HR:MIN) (AtMIN)....
(.. .........iFT):." 6.lH(FT) ; (H/At)69.0-78.7 1147 0 45.680 34.52 0.00 -L= 9.7 ft 1148 1 45.694 34.51 0.01 0.01400 1149 2 45.694 34.51 0.01 0.00700 1150 3 45.708 34.49 0.03 0.00933 1 151 4 45.708 34.49 0.03 0.00700 1.152 5 45.723 34.48 0.04 0.00860 1153 6 45.723 34.48 0.04 0.00717 1154 7 45.723 34.48 0.04 0.00614 1155 8 45.737 34.46 0.06 0.00713_ 1156 9 .45.737 34.46 -0.06 0.00633 1157 10 45.737 34.46 0.06 0.00570 1158 11 45.751 34.45 0.07 0.00645 1159 12 45.751 34.45 0.07 0.00592 1200 13 45.766 34.43 0.09 0.00662 1201 14 45.751 34.45 0.07 0.00507 1202 15 45.766 34.43 " 0.09 0.00573" 1207 20 45.780 34.42. 0.10 0.00500 1212 25 '45.794 34.41. 0.11 0.00456 1217 30 45.809 34.39 0.13 0.00430 1222 35 45.823 34.38 0.14 0.00409 1227 40 45.837 34.36 0.16 0.00393 1232. 45 .45.8"52 34.35 0.17 0.00382 1237 50 45.866 34.33 0.19 0,00372 1 '.1242 55 45.880 34.32 0.20 0.00364 1247 60 45.895 34.31. 0.22 0.00358 1257 70 45.909 34.29 0.23 0.00327 1307 80 45.952 34.25 0.27 0.00340 1317 90 45.981 34.22 0.30 0.00334 1327 100 45.995 34.21 0.31 .0.00315 1342 .115 46.038 34.16 0.36 0.00311 1357 130 46.067 34.13 0.39 0.00298 NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.GROUND SURFACE ELEVATION VATER FLOW DIRECTION H1 INFLATABLE PACKERS A H2 D PERFORATED PIPE A"'TP I A I, BP FLEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 69.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+50 PSI) -" 150 PSI.Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 80.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.67 FT GZA IBORING:ONO;TTEST NO. :MW52TIO:
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PACKER TEST LOG. .GZA :GEOENVIRONMENTAL:OF NEW YORK CletBORING NO /TEST NO MW-52: TIl1 440 ,NINTH AVENUE, 16th FLOOR 7Entergy SHEET liOf I NEWYORK, 10001 Indian Point Energy Cente FILE NO 410017869.01 SCIENTISTS AND.ENGINEERS
-Buchanan, .NY PROJECT LOCATION I-:ndian Point: CONTRACTOR " Aquifer Ddlling & Testing, Inc.FOREMAN Ed Borner BORING COORDINATES N 463253.9453 E 604733.0454 GROUND SURFACE EL.(FT) 16.77 FINAL BORING DEPTH (FT) 193.0 DATUM NGVD29 DATE START/END 615106 GZA.ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 10.30 (from ground) 0.43 FT gmund to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 .INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED TIME ELAPSED E U ..DEPTH TO CUMULATIVE, RECOVERY DEPTH UNDER : ...~1 INTERVAL .i i ME WATER (FT) :WATER RECOVERY .RATET FROMi T.:(T). (HRWNWATERIN (PT ) ...:.:A T... HI)60.0-69.7 633 0 40.192 31.01 0.00 -L= 9.7 ft 834 1 40.278 30.92 0.09 0.08600 835 2 40.321 30.88 0.13 0.06450 836 3 40.392 30.81 0.20 0.06667-837 4 40.435 30.77 0.24 0.06075 838 5 40.493 30.71 0.30 0.06020* 839 6 40.550 30.65 0.36 0.05967 840 7. 40.593 .30.61 .0.40 0.05729 841 8 40.622 30.58 0.43 0.05375 842 9 40.650 30.55 0.46 0.05089'843 10 40.665 30.54 0.47 0.04730.844 11 40.693 30.51 0.50 0.04555 845 12 40.708 30.49 0.52 0.04300 846 13 40.722 30.48 0.53 0.04077 847 14 40.736 30.46 0.54 0.03886 848 15 40.765 30.44 0.57 0.03820 853 20 40.836 30.36 0.64 0.03220:
* 858 .. 25 40:937 30.26 0.74 0.02980" 903 30 40.994 30.21 0.80 0.02673 908 35 41.066 30.13 0.87 0.02497: 913 40 41:152 30.05 0.96 0.02400_ 918 45 41.223 29.98 1.03 0.02291*
* 923 50 41.295 29.91 1.10 0.02206.928 55 41.367 29.83: 1.18 0.02136_ _933 60 41 .424 29.78 1.23 0.02053 943 70 41.567 29.63 1.38 0.01964 953 80 41.739 29.46 1.55 0.01934 1003 90 "41.854 29.35 1.66 0.01847 1013 100 41.997. 29.20 1.81 0.01805 1023 110 42.126 29.07 1.93 0.01758 1033 120 42.241 28.96 2.05 0.01708 NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.'.
GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI I II I'H2 OWT D-6 INFLATABLE PACKERS PERFORATED PIPE.L1 TP I L A I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY " -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -60.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI * -150 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -71.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 10.30 FT GZA IBORING iNO: TESTNO. iMW.52-TI:.i.
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PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK hCient BORING NO'/TEST NO. MWN52 T1 440 NINTH AVENUE, ,18th FLOOR Entergy -SHEET 1of11 NEWYORK, NEWVYORK 10001 Indian Point Efnergy Cente FILE NO 41,0017869 0 I SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LO:.O C :ON Indian Point CONTRACTOR Aquifer Drillina & Testing. Inc.BORING COORDINATES N 463253.9453 E 604733.0454 FOREMAN GZA ENG.Ed Bonner Sara Covelli GROUND SURFACE EL.(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 615/06 GROUND WATER DEPTH 14.26 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE .TESTED .TIME ELAPSED .. DEPTH TO CUMULATIVE.
RECOVERY INTERVAL....TIM.
DEPTH UNDER iNERALTIE WATER (FT):. WATER ,RECOVERY, K RATE FROM/TO (P, FT); (HR.MIN) (W ' MIN) (.FT)... .:(&#xfd;HFT) ' (AH/It)50.0-59.7 1204 0 26.855 34.45 0.00 -L= 9.7 ft 1205 1 27.615 33.69 0.76 0.76000 1206 2 28.359 32.94 1.50 0.75200_ 1207 3 29.090 32.21 2.24 0.74500 1208 4 29.777 31.52 2.92 0.73050 1209 5 30.465 30.84 3.61 0.72200 1210 6 31.124 30.18 4.27 0.71150.1211 7 31.797 29.50 4.94 0.70600 1212 8 32.413 28.89 5.56 0.69475 1213 .9 33.014 28.29 6.16 0.68433 1214 10 33.602 27.70 6.75 0.67470.1215 11 34.189 27.11 7.33 0.66673 1216 12 34.748 26.55 7.89 0.65775 1217 13 35.292 26.01 8.44 0.64900 1218 14 35.822 25.48 8.97 0.64050 1219 15 36.338 24.96 9.48 0.63220 1224 20 38.702 22.60 11.85 0.59235 1229 .25 40.779 20.52 13.92 0.55696 1234 30 42.542 18.76 15.69 0.52290 1239 35 44.046 17.25 17.19 0.49117* 1244 40 45.293 16.01 18.44 0.46095.1249 45 46.411 14.89 19.56 0.43458 1254 50 47.328 13.97 20.47 0.40946 12&#xfd;59 55 48.102 13.20 21.25 0.38631 1304' 60 48.718 12.58 21.86 0.36438 1309 65 49.234 12.07 22.38 0.34429 1314 70 49.664 11.64 22.81 0.32584 11=//H=11?=1//
3ROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS H2 OWT I D PERFORATED PIPE-4'N TP A TF I I BP i .1. A A .1.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) --- 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .50.0 .FT PIP- PACKER INFLATION PRESSURE (D PSI"+ 50 PSi) =" 160 PSi H1- DISTANCEBETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -61.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -14.26 FT GZA IBORING:.NO./rEST NO. MW-52 T12.:.:
PACKER TEST LOG.GZA GEOENVIRONMENTAL OF: NEW YORK lirent BORIN G NO /TEST NO. MW-52:T1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET lot 1f NEWYORK, NEWYORK 001:i Indian Point Energy Cente -.. FILE NO, 41001786901 SCIENTISTS AND ENGINEERS BuchananB..Y"PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463253.9453 E 604733.0454 Ed Bomer Sara  FOREMAN GZA ENG.Ed Somer Sara Covelli GROUND SURFACE EL.(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 6/5/06 GROUND WATER DEPTH 14.82 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED .TIM ELAPSED DEPTH'TOi CUMULATIVE RECOVERY:TIME DEPTH UNDER .........INEVL IE WATER (FT) WATER ~ RECOVERY .RATE A FROMITO (FT)' IHRIMIN) (LtMIN) .:i> (FT) A1 *I(lFT);&#xfd;: (AH/At)38.8-48.5 1401 0 15.315 34.89 0.00 o L==9.7 ft 1402 1 15.315 34.89 .0.00 0.00000 1403 2 15.343 1 34.86 0.03. 0.01400 1404 3 15.358 34.84 0.04 0.01433" .1405 4 15.372 34.83 0.06 0.01425" 1406 5 , 15.372 34.83 0.06 0.01140 1407 6 15.386 34.81 0.07. 0.01183_ _1408 7 .- 15.415. 34.79 ... 0.10 0.01429* 1409 8 15.415 34.79 0.10 .0.01250 1410 9 15.429 34.77. 0.11 .0.01267-* 1411 .10 15.444 34,76 0.13 0.01290 1412 11 15.444 34.76 0.13 0.01173 1413 12 15.458 34.74 0.14 0.01192.1414 13 15.472 34.73 0.16 0.01208 1415 14 15.486 34.71 0.17 0.01221 1416 15 15.501I 34.70
* 0.19 0.01240 1421 20 15.544 34.66 0.23 0.01145 1426 25 15.615 34.59 .0.30 0.01200 1431 30 15.673 34.53 0.36 0.01193 GROUND SURFACE ELEVATION.
WATER FLOW DIRECTION H1 Ai H2 D INFLATABLE PACKERS PERFORATED PIPE TP A L+ 1 4 A+ 1 4 4 4 +4 1 4 4 4 .4 I BF NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.FLEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) " 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM*PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -38.8 FT.PIP- PACKER INFLATION PRESSURE (D PSI+ 0 PSI) --- 150 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 50.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUNDWATER TABLE .14.82 IFT GZA IBoRING No: 'TEST.NO.::MW-52 T13 :
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PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Chent ,W .' .BORINGNO./TEST NO. -MW 52 T14 440 NINTH AVEINUE, .18th FLOOR Entergy SHEET !1 nf NEWYORK, NEW.YORK 10001 Indian Point Energy Cente FILE NO., -41.0017869.01 SCIENTISTS AN D ENGdINEERS
.Buchanan NY PROJECT LOCATION Indian Point:. :!; = !;:. :.z .! -i: , : :; ' :i ;::;i;!'. !; u ,I~ l H : I .i:i :il~.: :i-=Bu c:ha n a n , N i':"= ... .. .... " ". .CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 463253.9453 E 604733.0454 GROUND SURFACE EL(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (Fr) 193.0 DATE START/END 6/6/06 GROUND WATER DEPTH 11.10 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED TIME ELAPSED 1 *. " DEPTH.'TO
'CUMULATIVE
.RECOVERY DEPTH UNDER.............1.." INTERVAL TIME I WATER RECOVERY RATE WATER (FT). ,.. .FROM/TO (.FT) ."..(HR:MIN)
FT).- .(AH FT) .(AHItM(28.2-37.9 854 0 9.761 29.74 0.00 -L= 9.7 ft 855 1 9.761 29.74 0.00 0.00000.* 856 2 9.789 29.71 0.03 0.01400 857 3 9.789 29.71 0.03 0.00933 858 4 9.789 29.71 0.03 0.00700 859 5 9.789 29.71 0.03 0.00560 900 6 9.804 29.70 0:04 0.00717 901
* 7 9.804 29.70 0.04 0.00614 9"02 8 9.804 29.70 0.04 0.00538 903 9 9.804 29.70 0.04 0.00478"904 10 9.804 29.70 0.04 0.00430 905 11 9.804 .29.70 0.04 0.00391 906 12 9.804 29.70 0.04 0.00358 907 13 9.804 29.70 0.04 0.00331 908 14 9.804 29.70 0.04 0.00307 909 15 9.818 29.68 0.06 0.00380 914 20 9.818 29.68 0.06 .0.00285 919 25 9.847 29.65 0.09 0.00344 924 30 9.861 29.64 .O.10O, 0.00333 929 35 9.875 29.63 0.11 .0.00326 934 40 9.875 29.63 0.11 0.00285 939 45 9.875 29.63 0.11 0.00253 944 50 9.904 29.60 0.14 0.00286 NOTE: Due to time constraints and low yield, full recovery could.not be achieved at this interval.I GROUND SURFACE ELEVATION
/t WATER FLOW DIRECTION H2 QWT D H1 INFLATABLE PACKERS PERFORATED PIPE TP A BP p-IT--LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .-9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -28.2 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS " 150 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -39.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .-11.10 FT GZA 3IBORING .NO.rTEST.NO.
:MW-52 T14 PACKER TEST LOG GZA:GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO. MW-52 T15 440RNINTH AVENUE, 18th FLOOR -- Entergy SHEET I :f..NE .W .YORK, NEW YORK 10001 Indian Point Energy: Cente FILE NO 41.0017869.01 SCIENTiSTS AND ENGINEERS -BuhnNYPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Borner BORING COORDINATES GROUND SURFACE EL.(FT)N 463253.9453 E 604733.0454 16.77 .DATUM NGVD 29 193.0 DATE START/END, 6/6/06 IGZA ENG , -., Sara Covelli FINAL BORING DEPTH (FT)DIAMETER OF DRILLED BOREHOLE , 3.83 INCH GROUND WATER DEPTH 14.00 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS &#xfd; 2 INCH FLOW RATE PACKER INFLATION PRESSURE ..NITROGEN SUPPLY LINE -TE.ET...E..
T.. TIME ELAPSED DEPTH TO: I CUMULATIVE
.RECOVERY... ... DEPTH UNDER ...INTERVAL.
T ..........
M WATER (FT) WATER> .RECOVERY.:
R. RATE.FROMTO(FT)
'(M .E At MIIN (FT " (AH'FT)F (1/w)18.5-28.2 1024 0 4.637 25.16 0.00 -L= 9.7 ft 1025 1 4.637 25.16 0.00 0.00000 1026 2 4.637 25.16 0.00 0.00000.1027. 3 4.637 25.16 0.00 0.00000 1028 4 4.637 25.16 0.00 0.00000 1029 5 4.637 25.16 0.00 0.00000 1030 4.666 25.13 0.03 0.00483.1031 7 4.666 25.13 0.03 0.00414 1032 8 4.680 25.12 0.04 0.00537* 1033 9 4.680 25.12 .0.04 0.00478 1034 10 4.680 25.12 0.04 0.00430* 1035 11 4.680 25.12 0.04 0.00391 1036 4.680 25.12 0.04 0.00358.1037 13 4.680 25.12 0.04 0.00331-. 1038 14 4.680 25.12 0.04. 0.00307 1039 15 4.680 25.12 0.04 0.00287 1044 20 4.709 25.09 0.07 0.00360 1049 25 4.723 25.08. 0.09 0.00344 1054 30 4.752 25.05 0.11 0.00383 1059 35 4.752 25.05 0.11 0.00329 1104 .40 4.766 25.03 o0.13 0.00323.1109 45 4.780 25;02 0.14 0.00318_1114 50 4.794 25.91 0 0.16 0.00314 1119 55 4.794 25.01 0.16 0.00285 1124 60 4.823 24.98 .0.19 0.00310 NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.GROUND SURFACE ELEVATION/
WATER FLOW DIRECTION A L f /H2 OWT D HI I INFLATABLE PACKERS PERFORATED PIPE TP A I A I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ----9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY --- 16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -18.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 Ps -150 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -29.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -14.00 FT GZA IBORING :!No. rTEST NO.:MW-52T,15
... .. * ..
...... ;PA C K ER TEST LO G .... ...... ...'GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./FEST NO MW-52: T16 .440 NINTH AVENUE, 18th FLOOR .Entergy SHEET lof 1 NEW YORK, NEWYORK 10001 Indian Point Energy Cente, FILE NO 41.0017869.01 SCIENTISTS AND:ENGINEERS
:: .Buchanan, NY PROJECT LOCATION Indian Point .:..CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463253.9453 E 6047330454 FOREMAN Ed Borner GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE GROUND SURFACE EL.(FT) 16.77 DATUM NGVD 29 FINAL BORING DEPTH (FT) 193.0 DATE START/END 6/6/06 GROUND WATER DEPTH 13.13 (from ground) 0.43 FT ground to casing (STATIC WATER LEVEL DEPTH)3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY INE p TESTED TIME ELAPSED DEPTH TO CUMULATIVE DEPTH UNDER INTERVAL TIME WATER (FT) WATER R. RECOVERY RATE FROM/TO ( FT) (HR:MIN) (Lt MIN) (FT) (AH FT) (AN/Lt)12.5-22.2 1314 0 4.637 19.36 0.00 -L= 9.7 ft 1315 1 4.680 19.32 0.04 0.04300 1316 2 4.694 19.31 0.06 0.02850 1317 3 4.723 19.28 0.09 0.0286T 1318 4 4.752 19.25 0.11 0.02875 1319 5 4.780 19.22 0.14 0.02860 1320 6 4.809 19.19 .0.17. 0.02867 1321 7 4.837 .19.16 0.20 0.02857 1322 8 4.852 19.15 0.22 0.0688 1323 9 4.880 19.12 0.24 0.02700 1324 10 4.909 19.09 0.27 0.02720 1325 11 4.923 19.08 0.29 0.02600 1326 12 4.938 19.06 0.30 0.02508 1327 13 4.966 19.03 0.33 0.02531 1328 14 4.995 19.01 0:36 0.02557 1329 15 5.009 18.99 0.37 0.02480 1334 20 5.138 18.86 0.50 0.02505 1339 25 5.281 18.72 0.64 0.02576 1344 30 5.396 18.60 0.76 0.02530 1349 35 5.510 18.49 0.87 0.02494 1354 40 5.610 18.39 0.97 0.02433 1359 45 5.710 18.29 1.07 0.02384 II=I/=II=/=/Icul GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A H2 OWT D INFLATABLE PACKERS PERFORATED PIPE t Ep TP A I BP.1. .1. J S. .L NOTE: Due to time constraints and low yield, full recovery could not be achieved at this interval.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -16.74 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.13 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -12.5 FT PIP- PACKER INFLATION PRESSURE (D PSI &#xf7;50 PS) 150 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -24 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.13 FT GZA IBORING NO. [TEST NO. MW-52 T16 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO .MW-54 7 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY .PROJECT LOCATION Indian Point CONTRACTOR Aquifer Dnllinr & Testing, Inc.BORING COORDINATES N 462935.7461 E 604551.9223 FOREMAN GZA ENG.Paul Gaddis Sara Covelli GROUND SURFACE EL(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) -206 DATE START/END 9/26/06 GROUND WATER DEPTH 9.34 (below grade) .0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P TESED TIE EAPEDDEPTH TO CUMULATIVE .RECOVBRY INTERAL ITIME DEPTH UNDER INTERVAL ITME WATER (FT) WATER RECOVERY RATE FROM/TO (FT) (HR:MIN), (AtMIN).. (FT) .. (AH FT). (AH/t" casing to 24.0. 1135 .0 0.605 19.72 0.00 -L= 3 ft 1136 1 1.006 19.31 0.40 0.40100 1137 2 1,365 18.96 0.76 0.38000 1138 3 1.752 18.57, 1.15 0.38233 1139 4 2.197 18.12 1.59 0.39800 1140 5 2.498 17.82 1.89 0.37860 1141 6 2.886 17.43 2.28 0.38017 1142 7 3.172 17.15 2.57. 0.36671 1143 8 3.517 16.80 2.91 0.36400 1144 9 .3.847 16.47 3.24 0.36022 1146 10 4.162 16.16 3.56 0.35570 1146 .11 4.478 15.84 3.87 0.35209 1147 12 4.793 15.53 4.19 0.34900 1148 13 5.109 15.21 4.50 0.34646 1.149 14 5.525 14.80 4.92 0.35143 1150 15 5.683 14.64 5.08 0.33853 1151 16 6.027 14.29 5.42 033888 1152 17 6.329 13.99 5.72 0.33671 1153 18 .6.730 13.59 6.13 0.34028 1154 19 7.046 13.27 6.44 0.33900 115S 20 7.361 12.96 6.76 0.33780 1200 21 8.466 11.85 7.86 0.37433 120S 26 9.442 10.88 8.84 0.33988 1210 31 10.231 10.09 9.63 0.31052 121S 36 10.920 9.40 10.32 0.28653* 1220 41 11.494 8.83 10.89 0.26559 1225 46 11.982 8.34 11.38 0.24733 1230 51 12.398 7.92 11.79 0.23124 1240 61 13.015 7.31 12.41 0.2034 1250 71 13.445 6.88 12.84 0.18085.130S 86 13.818 6.50 13.21 0.15364 GROUND SURFACE ELEVATION W/ATER FLOW DIRECTION H1 INFLATABLE PACKERS I a V/=//C H2 WVT D A PERFORATED PIPE I R TP-Ii--A I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -3 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 21.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -20.32 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.34 FT NOTE: Only the bottom packer was inflated for this test The interval tested here may be considered from bottom of casing to 24.0 big.GZA IBORING NO /TEST NO, MW-54.T1 PACKER TIESTILOG.G.
..GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. T2. .. MW-:4:T 440 NINTH AVENUE, 18th FLOOR Entergy S=E1 of il NEWYORK, NEWYORK. I 1N0001 Indian Point Energy Cente FILE NO .41.0017865.01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION.....Indian Poit CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN GZA ENG.Paul Gaddis Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462935 7461 E 604551.9223 N 462935.7461 14.99 206 DATUM NGVD29 DATE START/END 9/26/06 E 604551.9223 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH -8.95 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UINE p.TES T& TME DEPTHuNDER EDEPTH TO CUMULATIVE RECOVERY INTEH VADE INTEVALTIME i"WATER (FT) WATER RECOVERY , RATE FROM/TO ( FT) ((HRLMI'N)
' (.ASMIN) .(FT) ,. : (AH FT) i (AH/At)24.0-33.9 1411 0 4.578 25.52 0.00 -L= 9.7 ft 1412 1 8.997 21.10 4.42 4.41900 1413 2 10.504 19.60 5.93 2.96300 1414 3 11.896 18.20 7.32 2.43933 1415 4 13.158 16.94 8.58 2.14500 1416 5 14.292 15.81 9.71 1.94280 1417 6 15.354 14.75 10.78 1.79600 1418 7 16.287 13.81 11.71 1.67271 1419 8 17.119 12.98 12.54 .1.56763 1420 9 17.837 12.26 13.26 .1.47322 1421 10 18.468 11.63 13.89 1.38900 1422 11 18.999 11.10 .14.42 1.31100 1423 12 19.444 10.66 14.87 1.23883 1424 13 19.817 .10.28 15.24 1.17223 1425 .......14 20.147 9.95 15.57 1.11207 1426 15 20.420 9.68 15.84 1.05613 1427 16 20.635 9.47 16.06 1.00356 1428 17 20.822 9.28 16.24 0.95553 1429 18 20.966 9.13 16.39 0.91044 1430 19 21.066 9.03 16.49 0.86779 1431 20 21.152 8.95 16.57 .0.82870 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS A H2 9WT D~Th PERFORATED PIPE TP L A'-A I]BPJ-&#xfd;r LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = .15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -24.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi) = 190 PSI H1- DISTANCE BETWEEN WATER. PRESSURE GAUGE AND GROUND SURFACE -30.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .8.95 FT GZA FBORING3:
NOrTEST NO.r:MW-54 T2 PACKER TEST LOG, ~GZA GEOENVIRONMENTAL OF NEW YORK Chint BORING NO./TEST NO MW-54 T 440YNINTH AVENUE, 18th FLOOR Entergy SHEET: .;:,:.-0 .1 :oft1 NEWVY.OR.K, NEWYORK 10001 Indian Point Energy -Cet FILE NO 41.001786901 SCIENTIST.S AND ENGINEERS Buchanan, NY: PROJECT LOCATION K>Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. Sara Covelli BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END 9/27/06 GROUND WATER DEPTH 9.39 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P TESTED .TI:TME ELAPSED DEPTH TO CUMULATIVE RECOVERY INTERVAL.
TIME DEWATER (FT) .WATER RECOVERY RATE: :[ E = iiiii!: W ATH NER (FF.. .."):FROM! TIO &#xfd; F ): (:
ii(&t MIN)" ': :i i (FT); : ! FT i, .(AH/At);35.1-44.8 1110 0 17.191 23.71 0.00 -L= 9.7 ft 1111 1 19.645 21.26 2.45 2.45400 1112 2 22.286 18.61 5.10 2.54750 1113 '3 24.382 16.52 7.19 2.39700 1114 4 26.119 14.78 8.93 2.23200 1115 5 27.497 13.40 10.31 2.06120* 1116 6 .28.559 12.34 11.37 1.89467* 1117 7 29.392 11.51 12.20 1.74300 1118 8 30.096 10.80 12.91 1.61313 1119 9 30.641 10.26 13.45 1.49444 1120 10 31.086 9.81 .13.90 1.38950 1121 11 31.416 9.48 14.23. 1.29318* 1122 12 31.689 9.21 14.50 1.20817 1123 13 31.919
* 8.98 14.73 1.13292 1124 14 32.077 8.82 14.89 1.06329 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS H2 STP PERFORATED PIPE k A I vI .LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 15.7 FT .BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -35.1 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -185 .PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --= 40.9 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.39 FT GZA 1BORING &#xfd;NO:
:MW-54 T3 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO .7MW-54 T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEET --.... ::.lol .NEWYORK, NEW YORK.10001 Indian Point Energy Cet- FILE NO .41.0017889.01 SCIENTISTS AND ENGINEERS Buchanan,:NY:
PROJECT LOCATION .:. Indian Point: : :
i!i=:
!i~ .,.
CONTRACTOR FOREMAN GZA ENG.Aquifer Ddlling & Testing, Inc.Paul Gaddis Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING.DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462935.7461 E 604551.9223 14.99 DATUM NGVD 29 206 DATE START/END 9/27/06 9.10 (below grade) 0.75 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE " i" i-TESTED:: TIME ELAPSED DEPTH TO CUMULATIVE
.RECOVERY DEPTH UNDER .:. .I T'ERVA L T:IME WATER (FT) i WATER ..RECOVERY.
RATE FROM/ TO ( FT): .~(HR.MIN) (At MIN) (~ AF)~ .~/t 44.8-54.5 1222 0 26.679 23.80 0.00 .-L= 9.7 ft 1223 1 29.837 20.64 3.16 3.15800 1224 2 32.422 18.06 5.74 2.87150 1225 3 34.504 15.98 7.83 2.60833 1226 4 36.198 14.28 .9.52 2.37975 1227 .5 37.562 12.92 10.88 2.17660 1228 6 .. 38.839 11.84 11.96 1.99333 1229 7 39.458 11.02 12.78 .1.82557 1230 8 40.119 10.36 13.44 1.68000 1231 9 40.621 9.86 13.94 1.54911 1232 10 41.023 9.46 14.34 1.43440 1233 11 41.311 9.17 14.63 1.33018 1234 12 41.540 8.94 14.86 1.23842 1235 13 41.713 8.77 15.03 1.15646 1236 14 41.828 8.65 15.15 1.08207 1237 15 41.943 8.54 15.26 1.01760 1238 ". 16 42.014 8.47 .15.34 0.95844 1239 17 42.072 8.41 15.39 0.90547.-.._ _,.. ._ ...-t. t GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 D.I TP PERFORATED PIPE I, A-Li--I F IF BP F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) --- 9.7 FT TIP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY --- 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -44.8 FT PIP- PACKER INFLATION PRESSURE (D0PSI'+ 50 PSD -180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .50.48 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 9.1 FT GZA FBORING::NO:/TEST NO. MW-54T4
................................
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clent BORING NO/TrEST NO. MW-54 TS 440 NINTH AVENUE, 18th FLOOR .Entergy SHEET 1 of 1 NEWYORK, NEWYORK10001 Indian Point Energy Cente FILE NO. 410017699.01 SCIENTISTS AND ENGINEERS Buchanan,.N.
:PROJECT LOCATION Indian Paint.....: :::::::::::::::::::::
I Buc....han
'an, .&#xfd;Y
' CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. Sara Covelli BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 1 DATUM NGVD 29 FINAL BOR!NG DEPTH (FT' 206 DATE START/END
..9/27/06 GROUND WATER DEPTH 8.79 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p TESTED .. TIME ... ELAPSED. DEPTHUNDE DEPTH. TO CUMULATIVE.
RECOVERY INTERVAL:.*..<=
K .., TIME I .WATERIF)-
WATER:.K RECOVERY H' :.RATE FROM/TO (FT) I(HR.MIN)LH (AtIMIN).....
.... .........IFT) : (AH FT). 7. (-H/t)I 54.5-64.2 1415 0 35.695 24.43 0.00 -.L= 9.7 ft 1416 1 37.720 22.40 2.03 2.02500 1417 2 39.487 20.63 3.79 1.89600 1418 " .3 41.038 19.08 5.34 1.78100 1419 4 42.417 17.70 6.72 1.68050 1420 5 43.666 16.45 7.97 1.59420.1421 .6 44.772 15.35 9.08 1.51283_" 1422 7- 45.763 14.36 10.07 1.43829 1423 -8 46.711 13.41 11.02 1.37700-. 1424 9 47.516 .12.60 11.82 1.31344" 1425 10 48.220 11.90 12.53 1.25250 1426 11 48.852 11.27 13.16 1.19609 1427 12 .49.398 10.72 13.70 1.14192 1428 13 49.858 10.26 14.16 1.08946 1429 14 50.245 9.88 14.55 1.03929 1430 15 50.576 .9.54 14.88 0.99207 1431 16 50.834 9.29 15.14 0.94619 1432 17 51.079 9.04 .15.38 0.90494 1433 18 51.280 8.84 15.59 0.86583 1434 19 51.424 8.70 15.73 0.82784 1435 20 51.567 8.55 15.87 0.79360*i~ 111 1 GROUND SURFACE ELEVATION=
WATER FLOW DIRECTION.
HI I H2 QWT D INFLATABLE PACKERS PERFORATED PIPE A TP I, A IF BP LV-F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .-4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -54.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) .180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -60.12 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER.TABLE
= 8.79 FT GZA FIBORING iNO: /TEST.NO.
:MW-54T5
&#xfd;PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING:NO/:TEST NO MW -54 T6 440 NINTH AVENUE, 18th FLOOR Entergy ~SHEET l.afM NEWYORK, NEW YORK 10001 -Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATiON Indian Point:,: ., : , ' uchanan : .N Y'.. i ZONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis 3ZA ENG. Sara Covelli BORING COORDINATES N 462935.7461
-. " .E 604551.9223 GROUND SURFACE EL(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END 9/28/06 GROUND WATER DEPTH 9.12 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE _-4___TESTED : .; .TIME ELAPSED DEETH U DEPTH TO.! CUMULATIVE RECOVERY INTERVALi TIME WATER (FT): WATER RECOVERY .:RATE:FROM/ TO(FT) FT (HRMIN) , (it MIN) (,T) (AH FT) __ _("_.)64.2-73.9 902 0 45.821 23:73 0.00 -L= 9.7 ft 903 1 47.257 22.29 1.44 1.43600..904 2 48.622 20.93 2.80 1.40050 G 905 3 49.843 19.71 4.02 1.34067 906 4 50.949 18.60 5.13 1.28200 907 5 51.941 17.61 6.12 22400 908 6 52.846 16.70. 7.03 1.17083 909 7 53.665 15.89 7.84 1.12057 910 8 54.398 15.15 8.58 1.07213 911 9 55.059 14.49 .9.24 1.02644 912 10 55.705 13.85 9.88 0.98840 913 11 56.266 13.28 10.45 0.94955 914 12 56.826 12.72 11.01 0.91708 915 13 57.329 12.22 11.51 0.88523 916 14 57.774 11.78 11.95 0.85379 917 15 58.206 11.34 12.39 0.82567 918 16 58.622 10.93 12.80 0.80006 919 17 58.967 10.58 13:15 0.77329 920 18 59.269 10.28 13.45 0.74711 921 19 59.542 10.01 13.72 0.72216 922 20 59.786 9.76 13.97 0.69825 923 21 .60.031 9.52 *14.21 0.67667 924- 22 60.232 9.32 14.41 0.65505 925 23 60.404 9.15 14.58 0.63404 926 24 60.562 8.99 14.74 0.61421 927 25 60.720 8.83 ' 14.90 0.59596 928 26 60.850 8.70 15.03 0.57804 933 31 61.310 8.24 15.49 0.49965 938 36 61.568 7.98 15.75 0.43742.943 41 61.784 7.77 15.96 0.38934 948 46 61.870 7.68 16.05 .0.34889 rI 4 ROUND SURFACE ELEVATION 1ATER FLOW DIRECTION H1 H2 D A INFLATABLE PACKERS PERFORATED PIPE-"A t TP A I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ... -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT 0 -DISTANCE BETWEEN GROUND SURFACE AND*TOP OF THE TEST ZONE ---- 64.2 IFT PIP- PACKER INFLATION PRESSURE (D PSI+ o0 PSI -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE ' = 69.55 FT 1H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.12 FT GZA .BORING:iNOTfrEST NO:.:MW-54T6 GPACKER TEST LOG GZA:GEOENVIRONMENTAL OF NEW YORK CletBORING NO /TEST NO1:..- MW 94.: 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEWVYORK.
NE WYOR K 1oo000i 1 Indian Point Energy Cente FILE No 41001786901 SCIENTISTS AND ENGINEERS BUchaan NY PROJECT LOCATION Indian Point.6c.aan..:.NY CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. Sara Covelli BORING COORDINATES N 462935.7461 B 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END
.9/28/06 GROUND WATER DEPTH 9.34 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED , : TIME ELAPSED .DEPTH TO CUMULATIVE RECOVERY.., , .. .DEPTH UNDER INTERVAL ;, TIME WATERI FT): WATER; .RECOVERY ,. RATE.FROM/TO I(FT) (HR:MIN) (LAtMIN)..
: ' (FT); .' I(HFT) I (AH/At)73.9-83.6 1033 0 54.211 25.12 0.00 -L= 9.7 ft 1034 1 55.073 24.26 0.86 0.86200 1035 2 55.863 23.47 1.65 0.82600 1036 3 -56.582 22.75 2.37 0.79033" 1037 4 57.228 22.10 3.02 0.75425._ " 1038 5 57.832 21.50 3.62 0.72420 1039 6 58.364 20.97 4.15 0.69217" 1040. 7 58.852 20.48 4.64 0.66300 1041 8 59.312 20.02 5.1o 0.63763 1042 9 59.743 19.59 5.53 .0.61467 1043 10 60.146 19.18 5.94 0.59350 1044 11 60.519 18.81 6.31 0.57345 1045 12 60.864 18.47 6.65 0:55442 1046 13 61.209 18.12 7.00 0.53831 1047 14 61.540 17.79 7.33 0.52350 1048 15 61.827 17.50 7.62 0.50773 1049 16 62.172 17.16 7.96 0.49756 1050" 17 62.445 16.89 8.23 0.48435 1051 18 62.704 .16.63 8.49 0.47183 i 1052 19 63.034 16.30+ 8.82 0.46437 1053 20 63.322 16.01 9.11 0.45555 i 1054 21 63.595 15.74 9.38 0.44686 1055 22 63.839 15.49 9.63 0.43764_ _ 1056 23 64.084 15.25 9.87 0.42926 1057 .24 64.299 15.03 10.09 0.42033 1058 25 64.500 14.83 10.29 0.41156 1059 26 64.702 14.63 10.49 0.40350 1100 27 64.903 .-14.43 10.69 0.39600 1101 28 65.090 .14.24 10.88 0.38854 1106 33 65.938 13.39 11.73 0.35536 1111 38 66.671 12.66 12.46 0.32789 r -t-t- '?~-II=II=II-II-I=i1=,/
GROUND SURFACE ELEVATION
!WATER FLOW DIRECTION I H2 D H1I I INFLATABLE PACKERS PERFORATED PIPE A TP k A ,It BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -73.9 FT PIP -PACKER INFLATION PRESSURE (0 PSI + 50 PS)= 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -79.33 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 9.34 FT GZA IEBORING:NO.:
/TEST NO.:. MW-54 T7.
PACKERGTEST LOG,. :. : ..N. :.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO ITEST NO. .MW-54 T8 440:NINTH AVENUE, 18tt- FLOOR Entergy SHEET -I .-lof 1 NEWYORK, NEWYOE"ERs..K 1 .0001, Indian Point Energy Cente FILE NO :n..41.0017869 01 SCIE' , NTISTS: -G ..E N IERS Buchanan, NY: PROJ ECT LOCATION ..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. .Sara Covelli BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END 9/28/06 GROUND WATER DEPTH 9.15 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH... FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P TESTED TIME ELAPSED DEPTH 'UNDER .DEPTH TO CuMULATIVE 1 RECOVERY INTERVAL TIME WATER (FT) *WATER RATE: FROM/TO (FT) .(HR.MIN).
.((tMIN) ; , .. '(FT) )(AHFT)I .(AH/At)83.6-93.3 1201 0 64.285 24.83 0.00 -L= 9.7 ft 1202 1 66.139 22.97 1.85 1.85400 1203 2 67.763 21.35 3.48 1.73900 1204 3 69.172 19.94 4.89 1.62900 1205 4 70.379 18.73 6.09 1.52350 1206 5 71.443 17.67 7.16 1.43160 1207 6 72.407 16.70 8. .12 1.35367 1208 7 73.240 15.87 8 6.96 :1.27929 1209 8 74.117 14.99 9.83 1.22900 1210 9 74.664 14.45, 10.38 1.15322 1211 10 75.268
* 13.84 10.98 1.09830 1212 11 75.800 13.31 11.52 1.04682*_1213 12 76.260 12.85 11.98 0.99792 1214 13 76.691 12.42 12.41 0.95431 1215 14 77.079 12.03 12.79 0.91386 1216 15 77.410 11.70 13.13 0.87500 1217 16 "77.712 11.40 .13.43 0.83919 1218 17 77.985 11.13 13.70 0.80588 1219 18 78.244 10.87 13.96 .0.77550.1220 19 78.445 10.67 14.16 0.74526 1221 20 78.647 10.46 14.36 0.71810 1222 21 78.819 10.29 .14.53 0.69210 1223 22 78.977 10.13 14.69 0.66782.1224 23 79:135 9.97 14.85 0.64565 1225 24 79.251 9.86 14.97 0.62358 1226 25 79.366 9.74 15.08 0.60324 1231 30 79.797 9.31 15.51 0.51707 1236 35 80.041 9.07 15.76 0.45017 1241 40 80.214 8.90 15.93 0.39823 1246 45 80.300 8.81 .16.02 0.35589 1251 50 80.343 8.77 .16.06 0.32116 I/III=/1=11=1=/7:
GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 OWT b INFLATABLE PACKERS PERFORATED PIPE-io.TP A A IF BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 "FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY * -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 83.6 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -89.11 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -g.15 FT GZA IBORING:NO.
ITEST NO. TMW-54TB
*PACKER TEST LOG, N0ZA:GEOENVIRONMENTAL OF: NEW YORK. ient BORING:NO ITEST NO M!W54 T9 440 NINTH AVENUE, 18th FLOOR -.-Entergy SHEET 1ot I NEWVYORK, NEWVYORK 10001 &sect;Indian Point Energy Cente FILE NO .41.0017869.01 SCIENTISTS AND ENGINEERS
:Buchanan, NY, PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing. Inc.FOREMAN Paul Gaddis BORING COORDINATES N 462935.7461 GROUND SURFACE EL.(FT) 14.99 E 604551.9223 GZA ENG.Sara Conelli FINAL BORING DEPTH (FT)206 DATUM NGVD 29.DATE START/END 9/28/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)8.89 (below grade) 0.75 FT ground to casing I.D. OF DRILLING RODS 2 INCH TESTED .TIME ELA PSED DEPTHUNDER DEPTH TO CUMULATIVE:
RECOVERY INTERVAL:
TIME WAE F) WATER RECOVERYI, RATE FROM/TO (FT) .(HR.MIN)....
:L ) .,N, FTWATE- F AHt)101.0-110.7 1349 0 81.408 25.08 0.00 -L= 9.7 ft 1350 1 83.522 22.97 2.11 2.11400 1351 2 85.506 20.98 4.10 2.04900 G 1352 3 87.204 19.29 5.80 1.93200" _1353 .4 88.656 17.83 7.25 1.81200 ,1354
* 5 89.994 16.50 8.59 1.71720 v 1355 .6 .91.116 15.37 9.71 1.61800_ 1356 7 92.195 14.30 10.79 1.54100-1357 8 92.986 13.50 11.58 1.44725 1358 9 93.835 12.66- 12.43 1.38078 1359 10 94:454 12.04 .13.05 1.30460 1400 11 94.928 11.56 13.52 1.22909 1401 12 95.533 10.96 14.13 1.17708 1402 13 95.820 10.67 14.41 1.10862 1403 14 96.281 10.21 14.87 1.06236 1404 15 96.597 9.89 15.19 1.01260 1405 16 96.712 9.78 15.30 0.95650 1406 17 96.971 9.52 15.56 0.91547_ _1407 18 97.273 9.22 15.87 0.88139 1408 19 97.317 9.17 15.91 0.83732 1409 20 97.633 8.86 16.23 0.81125 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p"I I " F ROUND SURFACE ELEVATION NATER FLOWDIRECTION HI INFLATABLE C W1=1//H2 D S PACKERS PERFORATED PIPE T7 TP A A , IF I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY = 4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 101 FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 PS). -180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -106.49 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -, -, , 8.89 FT GZA IBORING :NO. /TEST.NO.
:MW54 T9 0 S~PACKER TEST-LOG GZA GEOENVIR.O.NMIENTAL OF: NEW YORK Cin OIGN rS O M 4T 440 NINTH AVENUE, 18th FLOOR .Entergy -SHEET 1 of 1 NEWYORK, NEWYORK 10001, Indian Point Energy Cente FILE NO 41 0017869 01 SCIENTISTS AND ENGINEERS BhanNYPROJECT.
LOCATION I ndian Poin CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Paul Gaddis BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462935.7461
'E 6045519223 14.99 DATUM NGVD 29 206 DATE START/END 9/29/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 9.04 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE _p T TESTED I:; .' TIME ELAPSED E UER. DEPTH TO CUMULATI .rVE INTERVAL , TIME WAT(ER:' W ::.ER RECOVERY; FROM/TO (FT) I (HR MIN) Lt .AMIN) ..(PT) .(LH FT) (LH/LQ 110.7-120.4 814 0 90.670 25.43 0.00 -L= 9.7 ft 815 1 93.389 22.71 2.72 2.71900 816 .2 95.676 20.42 5.01 2.50300 817 3 97.633 18.47 6.96 2.32100 818 .4 99.302 16.80 8.63 .2.15800 819 5 100.669 15.43 o10.00 1.99980.*.820 6 101.835 14.27 11.17 1.86083 821 7 102.813 13.29. 12.14 1.73471 822 8 103.662 12.44 12.99 1.62400 823 9 ..104.339 11.76 13.67 1.51878 824 10 104.929 11.17 14.26 1.42590 825 11 105.418 10.68 14.75 1.34073 826 12 105.835 10.27 15.17 1.26375 827. 13 106.166 9.93 15.50 1.19200 828 14 106.454 9.65 15.78 1.12743*6829 15 106.685 9.41 16.02 1.06767 GROUND SURFACE ELEVATION ft WATER FLOW DIRECTION H 2 qWT B HI INFLATABLE PACKERS PERFORATED PIPE A"" TP I, A BP A, v I F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP- TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -110.7 FT PIP- PACKER INFLATION PRESSURE (D PSI1 50.PSI). .180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -118.10 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.04 FT GZA IBORING NO./TESTNO.
MW-54 Ti0 SPACKER TEST LOG GZA GEOENVIRONMENTALOF NEW YORK Ct eBORING NOE/TEST NO MW 54 T11 440 NINTH AVENUE, 18th FLOOR Entergy -.SHEET 1 nof NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILENO. 410.0.178&8901 SCIENTISTS AND ENGINEERS uhnaN PROJECT LOCATION Indian Point 0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul.Gaddis GZA ENG. .Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END 9129/06 GROUND WATER DEPTH 9.19 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)13 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED:. .I TIME ELAPSED. .........DEPTH TO CUMULATIVE' INTERVAL : TIME WATER RECOVERY RA....ATE FROM/&#xfd;TO IFET) (HR.MIN) (,MtMIN), .(FT). (aN FT) (6IiHAtI______ _____ .WATER (FT"),. __ _ _120.4-130.1 10:16:00 0.0 101.115 24.77 0.00 L= 9.7 ft 10:16:30 0.5 104.914 20.97 3.80 7.59800 10:17:00 1.0 109.131 16.75 8.02 8.01600 10:17:30 1.5 111.953 13.93 10.84 7.22533 10:18:00 2.0 113.738 12.14 12.62 6.31150 10:18:30' 2.5 114.803 11.08 13.69 5.47520 10:19:00 3.0 115.422
* 10.46 14.31 4.76900 10:19:30 3.5 115.782 10.10 14.67 4.19057 10:20:00 4.0 115.983 9.90 14.87 3.71700 10:20:30 4.5 116.113 9.77 15.00 .3.33289 10:21:00 5.0 116.185 9.69 15.07 3.01400 10:21:30 5.5. 116.242 9.64 15.13 2.75036 10:22:00 6.0 116.271 9.61 15.16 2.52600 10:22:30 6.5 116.314 9.57 15.20 2.33831 10:23:00 7.0 116.358 9.52 15.24 2.17757 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 D INFLATABLE PACKERS PERFORATED PIPE I TP A A I I BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7. FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE " 120.4 FT PIP- PACKER INFLATION PRESSURE (D PSI1 50 PSI) 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -125.88 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 9.19 FT NOTE: A constant head test was also run at this interval.GZA B13ORNG !No TEST NO MW-54 T1
-C ............... ....................... ........ .. .. .......HA(-Kt-K I 1=5 I ILUU GZ EEVROMNA F NEW YORK CletBRN OfETN A54 Th ..440 NINTH AVENUE, 18th FLOOR Entergy *::*. SHEET .1 o.f 1 .NEW YORK, NEW YORK:10001 Indian Point Energy :;;..s ~ FILE NO. 41,0017869.01 SCIENTISTS AND ENGINEERS Buchanani ,NY PROJECT LOCATION Indian Point.:.CONTRACTOR
* Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. Sara Covelli BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD29 FINAL BORING DEPTH (FT) 206 DATE STARTIEND 9/29/06 GROUNDWATER DEPTH 9.19 FT (ffrm manhole) 0.75 FT manhole to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE Q TESTED> Ti ..>IME<. ELAPSED DEPTH:< UNDERTD PH TO : KK -PUMPING .SPECIFIC.INTERVAL .. TIME WATE)(F6...
WATER :DRAWDOWN RI:.:,RATE:
.CAPACITY FROM/ TO (F): H)R:N:SE)Il (6t MIN) (FT) A H FT). K(ga.imin), (Qi 120.4-130.1 1028 0 100.022 25.86 16.668 2.400 0.144 L= 9.7 ft 1029 1 99.259 26.62 17.431 2.300 0.132 1030 2 98.966 26.89 17.704 2.000 0.113 1031 3 99.086 26.79 17.604 2.000 0.114 1032 4 100.497 25.38 16.193 2.000 0.124 1033 5 101.216 24.66 15.474 2.000 .0.129 1034 6 101.202 24.68 15.488 2.000 0.129 1035 7 101.158 24.72 15.532 2.000 0.129.1036 .. .101.101 24.78 15.589 2.000 0.128 1037 9 101.072 24.81 15.618 2.000 0.128 1038 10 101.029 24.85 15.661 2.000 0.128 1039 11 .101.000 24.88 15.69 2.000 0.127 S 1040 12 100.971 24.91 15.719 2.000 0.127 1041 13 100.943 24.94 15.747 .2.000 0.127 1042 14 100.928 24.95 15.762 2.000 0.127 1043 15 100.899 24.98 15.791 2.000 0.127 1044 16 100.885 25.00 15.805 2.000 0.127 1045 .17 100.842 25.04 15.848 2.000 0.126 1046 18 100.828 25.05 15.862 2.000 0.126 1047 19 100.828 25.05 15.862 2.000 0.126 1048 20 100.856 25.02 15.834 2.000 0.126 1049 21 100.842 25.04 15.848 2.000 0.126 1050 22 100.828 25.05 15.862 2.000 0.126"_1051 23 100.813 25.07 15.877 2.000 0.126_ _1052 24 100.813 25.07 15.877 2.000 0.126 1053 25 100.813 25.07 15.877 2.000 0.126_ 1054 26 100.799 25.08 15.891 2.000 0.126 1055 27 100.784 25.10 15.906 2.000 0.126 1056 28 100.770 25.11 15.92 2.000 0.126 1057 29 100.770 25.11 15.92 2.000 0;126____. _ 1058 30 100.756 25.12 15.934. 2.000 0.126 3ROUND SURFACE ELEVATION WVATER FLOW DIRECTION I H1 I INFLATABLE PACKERS PERFORATED PIPE )RATED H2 D I TP BP F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT SBP TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -120.4 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PS -- 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -125.88 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.19 FT NOTE: A recovery test was also run at this interval.GZA IBORING NO. /TESTNO. MW.54Tili PACKERT TEST-,LOG GZA GEOENVIRONMENTAL OF NEW YORK; Client BORING NO./TEST NO. MW-54 T12 440 NI I NTH AVENUE, I .8th FLOOR -Entergy SHEET I oil NE.WY ORK, NEWYORki10001 Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEE S .SB uchanani NY- PROJECT LOCATION Indian Point:.0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN GZA ENG.Paul Gaddis Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 462935.7461 E 604551.9223 DIAMETER OF DRILLEDBEOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)14.99 DATUM NGVD 29 206 DATE START/END 9/29/06 9.25 .... (below grade) 0.75 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTEDD .TIME .*LAPSED EPUE DEPTH TO CUMULATIVE.
RECOVERY... : IDEPTH UNDER ; : i INTERVAL T :!: TIME ., WATER (FT) WATER;;; RECOVERY RATE/: FROM iTO (PFT). .HR.M[N) :(At MIN) ..(FT).. (LH FT)..> /L 136.3-146.0
.11:52:30 0.0 115.998 25.60 0.00 -L= 97 ft 11:53:00 0.5 120.187 21.41 4.19 8.37800 11:53:30 1.0 124.723 16.88 8.72 8.72500 11:54:00 1.5 127.690 13.91 11.69 7.79467_ 11:54:30 2.0 129.605 12.00 13.61 6.80350 11:55:00 2.5 130.757 10.84 14.76 5.90360 11:55:30 3.0 131.334 10.27 15.34 5.11200' 11:56:00 3.5 131.650 9.95 15.65 4.47200 11:56:30 4.0 131:794 9.81 15.80 3.94900 11:57:00 4.5 131.895 9.70 15.90 3.53267 GROUND SURFACE ELEVATION
/- t H2 WATER FLOW DIRECTION HI INFLATABLE PACKERS OWT-D PERFORATED PIPE I-TP-Li--A I .'BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9- .7 FT IP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -136.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) ---- 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -141.60 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.25 FT NOTE: A constant head test was also run at this interval.GZA IBORING NO. ITEST NO. MW-54:T12
-~'-A`1,,ArM FMO ULUUj GZA GEOENVIRONMENTAL OF NEW YORK Ciet BORING NO,/TEST NO;] ",MV-54 T12 440 NINTH AVENUE, 18th FLOOR Entergy SHEET. .:. 1:: :ofti NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS BuhnnPYROJECT LOCATION ~..IndiamPoint
.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis GZA ENG. Sam Cove/li DIAMETER OF DRILLED BOREHOLE 3.83 INCH BORING COORDINATES N 462935.7461 E 604551.9223 GROUND SURFACE EL.(FT) 14.99 DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END 9/29106 GROUND WATER DEPTH 9.25 FT (from manhole) 0.75 FT manhole to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH TESTED;. >TWIE~ ~ELAPSED RE I. DETH TO PU91/2 IPMPING S .PECIFIC>..............
.:~DEPTH UNDER ...IN .... .. ..,ATER(FT*)
1WVATER:i DRAWDOWN .;VRATE IICAPACITY FROM / TO,( F.T) .(HR:MiN.SEC) (Att MIN) I I.~ F)~ I q HT~ (u/m 0s 136.3-146.0 1203 0 113.939 27.66 18.411 2.500 0.136 L= 9.7 ft 1204 1 113.925 27.68 18.425 2.300 0.125 1205 2 114.184 27.42 18.166 2300 0.127 1206 3 113867 27.73 .18.483 2.400 0.130 1207 4 113.536 28.06 18.814 2.400 0.128 1208 5 1.13.306 28.29 19.044 2.400 .0.126* ._ 1209 6 113.147 28.45 19.203 2.400 0.125 1210 7 113.140 28.46 >19.21 2.400 0.125 1211 8 113.032 28.57 19.318 2.400 0.124 1212 9 112.931 28.67 19.419 2.400 0.124 1213 .10 112.802 28.80 19.548 2.400 0.123 1214 11 112.701 28.90 19.649 2.400 0.122-1215 12 112.672 28.93 19.678 '2.400 0.122 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 J H2 WM V "'A 1216 13 112.672 1 28.93 19.678 2.400 0.122 w 1217 14 112.586 29.01 19.764 2.400 0.121 1218 15 112.514 29.09 19.836 2.400 0.121 1219 16 112.500 29.10 19.85 2.400 0.121 1220 17 112.456 29.14 19.894 2.400 0.121 1221 18 112.370 29.23 19.98 2.400 0.120 1222 19 112.312 29.29 20.038 2.400 0.120 1223 20 112.284 29.32 20.066 1 2.400 0.120 1224 21 112.284 29.32 20.066 2.350 0.117 1225 22 112.240 29.36 20.11 2.350 0.117 1226 23 112.226 29.37 20.124 2.350 0.117 1227 24 112.269 29.33 20.081 2.350 0.117 1228 25 112.255 29.35 20.095 2.350 0.117 1229 26 112.255 29.35 20.095 2.350 0.117 1230 27 112.240 29.36 20.11 2.350 0.117 1232 29 112.255 29.35 20.095 2.350 0.117 1234 31 112.212 29.39 20.138 2.350 0.117 INFLATABLE PACKERS PERFORATED PIPE TP A I , BP I~ I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER.AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY --- 4.65 FT SD- DISTANCE BETWEEN GROUNDSURFACEANDTOPOFTHETESTZONE
-136.3 FT PIP -PACKER INFLATION PRESSURE (D PSI +"50 PSI) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -141.60 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 9.25 FT NOTE: A recovery test was also run at this interval.GZA IBORING NO.rESTNO.MVW.54T12
...............................
PACKER TESTILOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO " MW-54 T13 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 NSEWYORK, NEWYORK10001 Indian Point Energy Cente FILE NO. 41.001786901 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION -.. Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Paul Gaddis Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462935.7461 E 604551.9223 14.99 DATUM NGVD29 206 DATE START/END 9/29/06 9.14 (below grade) 0.75 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p~TESTED. K :YTIME 'EL .A.P SE.D' I DEP.THTO&#xfd;, zCUMUJLATIVE I RECOVERY,..i::'i~l:.ER A~ ! ... " .i UNDER...........................
INTERVAL TIMINE WATER (:T W .A RECOVERY T ) :RATE).>, FROM iTOK(FT) ~(IhR.MIN)
~(&#xfd;MIN) ~ '' (FT)> Q(tlH PT) alt 146.0-155.7 13:58:00 0.0 124.536 26.89 0.00 -L= 9.7 ft 13:58:30 0.5 128.280 23.15 3.74 7.48800 13:59:00 1.0 132.572 18.86 8.04 8.03600 13:59:30 1.5 135.655 15.78 11.12 7.41267.14:00:00 2.0 137.830 13.60 13.29 6.64700 14:00:30 2.5 139.285 12.15 14.75 5.89960* 14:01:00 3.0 140.250 11.18 15.71 5.23800 14:01:30 .3.5 140.884 10.55 16.35 4.67086 14:02:00 4.0 141.302 10.13 16.77 4.19150 14:02:30 4.5 141.576 9.85 17.04 3.78667 14:03:00 5.0 141.749 9.68 17.21 3.44260* 14:03:30 5.5 141.864 9.57 17.33 3.15055 14:04:00 6.0 141.951 9.48 17.42 2.90250 14:05:00 7.0 142.066 9.36 17.53 2.50429 14:06:00 8.0 142.123 9.31 17.59 2.19838_ _ 14:07:00 9.0 142.152 9.28 17.62 1.95733 14:08:00 10.0 142.210 9.22 17.67 1.76740 14:09:00 11.0 142.224 9.21 17.69 1.60800 ri~GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI1 H2 GWT D t t I t t t I t &#xb6; t t INFLATABLE PACKERS PERFORATED PIPE F TP+A t I I I I I I
* I I I I I I I I I I I I I I I I I I I I I I t I I IF BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .- 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .-15.7 FT BP -TOTAL LENGTH OF BOT TOM PACKER AND ASSEMBLY --- 4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -146 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 Ps8 -185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 151.43 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.14 FT NOTE: A constant head test was also run at this interval.GZA IBORING NO./TESTNO;-MW-s4T13::
WI rM~r~r~I~I LUU BORINGNOJTESTNO MW54..T13 I GZA GEOENVIRONMENTAL OF NEW YORK 440 NINTH AVENUE, 18to. h FLOOR6- R NEW YORK, NEWYORK 10001 SCIENTiSTS AND:ENGINEERS.
T Entergy-Indian Point Energy Cente Buchanan.
NY.:::...iii BORING NO0rEST .MW-54. T13  'SHEET 1. o .'FILE NO 41 0017869.01 PROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Paul Gaddis BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462935.7461 E 604551.9223 14.99 DATUM .NGVD 29 206 DATE STARTIEND 9129106 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 9.14 FT (from manhtle) 0.75 FT manhole to casing (STATIC WATER LEVEL DEPTH)ID. OF DRILLING RODS .2 INCH'TESTEbD..
>TIME: C :LEAPSED.
-ii :' / DEPTH TO PUMPING I S&#xfd;PECIFICC
.~ ~ ..:.. ..DEPTH UNDER ~CPCT INTERVAL T'K, ..,,. PN' .:(.... WATER DRAWDOWN RATE .CAPACIT FROM ( FPT) :(HR:MIN:SEC)I
.MIN) ..;K7> .... " .(FT) .: (AH FT). (gal/mm) (0:s : :'146.0-155.7 1412 0 124.997 26.43 17.293 2.500 0.145 L= 9.7 ft "1413 1 123.110 28.32 19.18 2.500 0.130 1414 2 122.549 28.88 19.741 2.100 0.106 1415 3 122.448 28.98 19.842 2.100 0.106 1416 4 122.275 29.16 20.015 2.100 0.105.1417 5 122.362 29.07 19.928 2.100 0.105 1418 6 122.347 29.08 19.943 2.100 0.105 1419 7 122.275 29.16 20.015 .2.100 0.105_ _1420 8 122.232 29.20 20.058 2,100 -0.105 1421 9 122.218 29.21 20.072 2.100 0.105 1422 10 122.232 29.20 20.058 2.100 0.105 1423 11 122.218 29.21 20.072 2.100 0.105 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P GROUND SURFACE ELEVATION f WATER FLOW DIRECTION H1 A H2 QWT D'A INFLATABLE PACKERS PERFORATED PIPE LV TP A________ _______ ___ *_ *____
* ____I____
I_____I____
.4. 4 4. 1 4. 4 1 I BP+ 4 + I + 4 I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -146 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -151.43 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.14' FT NOTE: A recovery test was also run at this interval.GZA IBORING NO. rrEST NO.:MW.54 T13 PACKER TENTNROG GZA:
NEW YORK Client BORING NO -I EST NO. MW:54 T14 440 NINTH AVENUE, 18th FLOOR Entergy SHEET INEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 41 0017869.01 SCIENTISTS AND ENGI.NEERS Buchanan, PROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing. Inc.Paul Gaddis Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 462935.7461 E 604551.9223 14.99 " DATUM NGVD29..206.
10/2106 9.04 (below grade) 0.75 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE  TESTED. .,:>. IME ELAPSED..
..............
DEPTH TO. CUMULATIVE RECOVERY.TM DEPTH UNDER INTERVAL TIM WAE F) WATERK RECOVERY .RATE.,FROM/&#xfd;TO (FT) :, (HR:MIN) (At MIN) .,(FT~)* (LH FT) ... at 157. 4-167.1 8:24:00 0.0 135.871 26.87 0.00 -L= 9.7.ft 8:24:30 0.5 .138.608 24.13 2.74 5.47400 8:25:00 1.0 141.000 21.74 5.13 5.12900 8:25:30 1.5 143.089 19.65 7.22 4.81200 8:26:00 2.0 144.876 17.86 9.01 4.50250_ _ 8:26:30 2.5 146.389 16.35 10.52 4.20720* ' * .8:27:00 .3.0 147.700 15.04 11.83 3.94300 8:27:30 3.5 148.781 13.96 12.91 3.68857 8:28:00 4.0 149.689 .13.05 13.82 3.45450 8:28:30 4.5: .150.654.
12.09 14.78 3.28511' 8:29:00 5.0 151.043 11.70 15.17 3.03440 8:29:30 5.5 151.548 11.19 15.68 2.85036 8:30:00 6.0 151.937 10.80 16.07 2.67767 8:30:30 7.0 152.297 .10.44 16.43 2.34657 8:31:00 8.0 152.542 10.20 16.67 2.08388 8:31:30 9.0 152.759 9.98 16.89 1.87644 8:32:00 10.0 152.917 9.82 17.05 1.70460 8:32:30 11.0 153.061 9.68 17.19 1.56273 8:33:00 11.5 153.162 9.58 '17.29 1.50357 8:33:30 12.0 153.277 9.46 17.41 1.45050 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI 1/=//H21 C WT D INFLATABLE PACKERS PERFORATED PIPE I I kI TP IF-TF-A I v BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT )-- 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE " 157.4' FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PS) -190 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -162.74 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.14 FT GZA IBORING .NO.:/TEST]NO.MW-54T14
*PACKER TEST LOG .,. uj I GZA GEOENVIRONMENTAL OF. NEW YORK Client BORING NOJTEST NO MW-54 T15 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1o:nE NEW YORK, NEW:YORK10001 Indian Point Energy Cente FILE NO. 41.001786901 I SCIENTISTS AND.ENGINEERS Buhnn YPROJECT LOCATION 'Indian Par~h CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.BORING COORDINATES N 462935.7461 E 604551.9223 Paul Gaddis Sara Covelli GROUND SURFACE EL.(FT) 14.99
* DATUM NGVD 29 FINAL BORING DEPTH (FT) 206 DATE START/END
.10/2/06 GROUND WATER DEPTH 9.17 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 INCH PACKER INFLATION PRESSURE TESTED .. TIME. ELAPSED DE .. PTH'TO C UMULATIVE
' RECOVERY:iINTRVAL$TIME DEPTH UNDER IATEERVFT TIM WATER RECOVERY RATE~172.3-182.0 10:20:00 0.0 154.099 23.50 0.00 -L= 9.7 ft 10:20:30 0.5 154.142 23.46 0.04 0.08600 10:21:00 1.0 157.933 19.67 3.83 3.83400 10:21:30 1.5 161.725 15.88 7.63 5.08400 10:22:00 2.0 164.046 13.55 9.95 4.97350 10:22:30 2.5 165.445 12.16 11.35 4.53840 10:23:00 3.0 166.310 11.29 12.21 4.07033 10:23:30 3.5 166.829 10.77 12.73 3.63714 10:24:00, 4.0 167.175 10.43 13.08 3.26900 10:24:30 4.5 167.406 10.19 13.31 2.95711 10:25:00 5.0 167.579 10.02 13.48 2.69600 10:25:30 5.5 167.694 9.91 13.60 2.47182 10:26:00 6.0 167.780 9.82 .13.68 2.28017 10:26:30 6.5 167.838 9.76 13.74 2.11369 10:27:00 7.0 167.896 9.70 13.80 1.97100 NITROGEN SUPPLY UNE _W '-GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE -LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS)HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE NOTE: A constant head test was also run at this interval.9.7 15.7 4.65 172.3 180 177.6 9.17 FT FT FT FT PSI FT FT GZA IBORING NO.: rrEST Nb.;.MW-54 TI5 1 11 'y .PALCl I~II bLUU QZAkGEOENVIRONMENTAL OF NEW YORK Bient ORING NOTEST NO MV54 T15 40 NINTH AVENUE, 18th FLOOR -Entergy NEWKYORK, NEWYOFRK 100.01 Indian Point Energy Cente FILE NO. 4100176901 CIENTTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian:Point w CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Paul Gaddis BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 462935.7461 E 604551.9223 14.99 DATUM NGVD29 206 DATE START/END 10//06 GZA ENG. Sam Coselli DIAMETER OF DRILLED BOREHOLE 3.83 .INCH GROUND WATER DEPTH 9.17 FT (from manhole) 0.75 FT manhole to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p (N TESTED: TIME V b'- .. EP.TH TO P r K." PUMPING SPECIFIC I TRA...............DEPTH UNDER 'ATER ...,....VA .&#xfd; ~AE(T TIME..............WATR DRAWOON. .RATE~ CAPACITY~FROM/ ITO (FT)) .(HR:MN:SEC)I t MIN) , .. (F-rI .(,SH FT) (gal/min) (Q/s)I 172.3-182.0 1052 0 156.362 21.24 12.068 2.500 0.207 L= 9.7 ft 1053 1 154.474 23.13 13.956 2.500 0.179 1054 2 154.041 23.56 14.389 2.250 0.156 1055 3 153.825 23.78 14.605 2.250 0.154 1056 4 153.681 23.92 14.749 2.250 0.153 1057 5 153.566 24.03 14.864 2.250 0.151 1058 6 153.681 23.92 14.749 2.250 0.153 1059 7 153.695 23.91 14.735 2.250 0.153 1100 8 153.595 24.01 14.835 2.250 0.152 1101 9 153.522 24.08 14.908 2.250 0.151 1102
* 10 153.479 24.12 14.951 2.250 0.150 1103 11 153.465 24.14 14.965 2.250 0.150 1104 12 153.436 24.16 14.994 2.250 , 0.150 1105 13 153.436 24.16 14.994 2.250 0.150 1106 14 153.407 24.19 15.023 2.250 0.150* 1107 15 153.407 24.19 15.023 2.250 0.150 1108 16 153.349 24.25 15.081 2.250 0.149 1109 17 153.335 24.27 15.095 2.250 0.149 1110 18 153.335 24.27 15.095 2.250 0.149 1111 19 153.349 24.25 15.081 2.250 0.149 1112 20 153.349 24.25 15.081 2.250 0.149 1113 21 153.321 24.28 15.109 2.250 0.149 1114 22 153.292 24.31 15.138 2.250 0.149 S 1115 23 153.234 24.37 15.196 2.250 0.148 1116 24 153.220 24.38 15.21 2.250 0.148 1117 25 153.220 24.38 15.21 2.250 0.148 1118 26 153.234 24.37 15.196 2.250 0.148 1119 27 153.220 24.38 15.21 2.250 0.148... ,. 1120 .. 28 153.220 24.38 15.21 .2.250 0.148 3ROUND SURFACE ELEVATION
/NATER FLOWDIRECTION H1 INFLATABLE PACKERS PERFORATED PIPE H2 W'WT D tTP.&#xfd;&#xfd; &#xfd;j ABF___________________
__________________
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a a __________________________________________________________
I _______________
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LEGEND: A-TTC 0 TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSi)Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE-9.7 FT-15.7 FT-4.65 FT-172.3 FT-180 PSI-177.6 FT-9.17 FT NOTE: A recovery test was also run at this interval.GZA 1BORING NO.ITEST-NO.
MVW-54,T15: ;GZA IBORING NO. ITEST NO.: MW-54 Tie IPACKER:&#xfd;TEST LOC GZA G EOENVI RON MENTAL OF NEW YORK 440 NINTH AVENUE, 18th FLOOR NEW YORK, NEWVYORK 10001 SCIENTISTS AND ENGINEERS* Client Entergy Indian Point Energy Cente Buchanan.
NY BORING NO FTEST NO. .MW-54 T16. , ...SHEET 1.x.: lol;FILE NO.. .::l0017869.01 PROJECT LOCATION I: ; Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Paul Gaddis BORING COORDINATES GROUND SURFACE EL.(FT)14.99 DATUM NGVD 29 206 DATE START/END 10/2/06 Sara Covelli FINAL BORING DEPTH (FT)DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 9.55 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL. DEPTH) --I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE 2>TESTED Yf ': TME ELAPSED '. DPTTO CUMUJLATIVE RECOVERY; ' ....: .. ; ' ,, : * , -IDEPTH UNDER ,. * ' ; INTERVAL.
TIM E CWDETHR UNDER WATER ~RECOVE .RY. RA .TE'182.0-bottom 12:24:30 0.0 161.754 25.60 0.00 -L= 24 ft 12:25:00 0.5 163.772 23.58 2.02 4.03600 12:25:30 1.0 168.473 18.88 6.72 6.71900 12:26:00 1.5 171.602 15.75 9.85 6.56533" 12:26:30 2.0 173.650 13.70 11.90 5.94800 12:27:00 2.5 174.948' -12.40 13.19 5.27760 12:27:30 3.0 175.756 11.59 14.00 4.66733 12:28:00 3.5 176.275 11.08 14.52 4.14886 12:28:30 4.0 176.607 10.74 14.85 3.71325 12:29:00 4.5 176.852 10.50 15.10 3.35511 12:29:30 5.0 176.996 10.35 15.24 3.04840.... " 12:30:30 6.0 177.212 10.14 15.46 2.57633 12:31:30 7.0 177.328 10.02 15.57 2.22486 12:32:30 8.0 177.414 9.94 15.66 1.95750 12:37:30 13.0 177.573 9.78 15.82 1.21685 12:42:30 18.0 177.660 9.69 15.91 0.88367 NITROGEN SUPPLY UNE GROUND SURFACE ELEVATION
/' I WATER FLOW*DIRECTION HI INFLATABLE PACKERS PERFORATED PIPE ---LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS)HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 24 FT 15.7 .FT 4.65 FT'182. FT 180 PSI 187.35 _ .FT 9,55 FT NOTE: Only the top packer was inflated for this test The interval tested here may be considered from 182.0 ft big to the bottom of the well (206 ft b/g).A constant head test was also run at this interval.GZA i ~BOiNG iNO- /,rESTINOb
::MV,&#xfd;.&#xfd;4Tl:6:&#xfd; GZA IBORING NO /TEST NO MW-54 TiE PACr~KER TEST.,.GZA GEOENVIRONMENTAL OF NEW YORK BORING NO ITEST NO W54 T16 440 NINTH AVENUE, 18th PLOOR Entergy SHEE 1o&NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41 0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point.ONTRACTOR Aquifer Drilling & Testing, Inc.-OREMAN ' Paul Gaddi4 BORING COORDINATES IN 462935.7461 GROUND SURFACE EL.(FT) 14.99 FINAL BORING DEPTH (FT) 206 E 604551.9223
.;ZA ENG. Sarm Covelli DATUM NGVD29 DATE STARTIEND 1012/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 9.55 FT (from manhole) .0.75 FT manhole to casing (STATIC WATER LEVEL DEPTH)1.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p:TESTED " TIME ELAPSED6 DEPTHTiO&#xfd;O
:.: ,pMPINGd:,.i SPECIFIC>-.... DEPTH UNDER ..................
..... .I N T E R V A L ' T I M E ., .I w (F1) ! W A T E R S i D R A W DOW N R A T E , A C A P A C I T Y .FROM i:TO (.FT) ..(HR.MiN:SEC) (At MIN) (IFT (AH FT) ~(go2mn1 5  (D1s) A 182.0-bottom 1206 0 162.431 24.92 15.369 2.250 0.146 L= 24.0 ft 1207 1 162.345 25.01 15.455 2.250 0.146.... 1208 2 162.301 25.05 15.499 2.250 0.145 1209 3 162.229 25.12 15.571 2.250 0.144 1210 4 162.128 25.22 15.672 2.250 0.144 1211 5 162.056 25.29 15.744 2.250 .0.143*1212 6 162.027 25.32 15.773 2.250 0.143 1213 7 161.970 25:38 15.83 '2.250 0.142 1214 8 161.883 25.47 15.917 2.200 0.138 1215 9 -161.840 25.51 15.96 2.200 0.138 1216. 10 161.840 25.51 15.96 2.200 0.138 1217 11 161.826 25.52 15.974 2.200 0.138 1218 12 161.826 .25.52 15:974 2.200 0.138 1219 13 161.811 25.54 15.989 2.200 0.138 1220 14 161.782 25.57 16.018 2.200 0.137 1221 15 161.797 25.55 16.003 2.200 0.137 1222 16 161.782 25.57 16.018 2.200 0.137 1223. 17 161.768 25.58 16.032 2.200 0.137 1224 18 161.754 25.60 16.046 2.200 0.137.f f 4-, -_______GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 pWi D tTP INFLATABLE PACKERS PERFORATED PIPE I BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -24 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM BACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -182 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) .-180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -187.35 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .9.55 FT NOTE: A recovery test was also run at this interval.GZA [BORING MWV54Tt6 .
'PACKER TEST LO: GZA GEQENVIRONMENTAL OF NEW YORK Client* BORING NO /TEST NO. U:MW-54 T17 440 NINTH AVENUE, 18th FLOOR .Entergy SHEET .:1 of 1 NEWVYORK, NEWVYORK 10001 I. Indian Point Energy Cente FILE NO, .l41.0017869.01 SCIENTISTS AND ENGINEERSB n LOCATION ' i Indian PointC .: ..: .i: , : : : : : =:. : ... .iI :,: * ~ n n ::~i:'i : i.:ii .B.uch a n..an , N:Y. "'.: ....... , ..;'CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Paul Gaddis BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462935.7461 E 604551.9223 14.99 206 DATUM NGVD29 DATE START/END 10/2/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 9.22 (below grade) 0.75 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH..TESTED ... TI.ME ELAPSED DP U.NR DEPTH TO CUMULATIVE RECOVER.iiNTERVAL TIME DWAERP(FT)
U WATER RECOVERYI RATE FROM/iTO &#xfd;(FT).: .(HR:MIN). (at MIN) .(FT).:. AN FT),. (AN/A).187.0-bottom 13:55:30 0.0 167.074 26.13 0.00 -L= 24 ft 13:56:00 PM 0.5 171.645 21.56 4.57 9.14200 13:56:30 PM 1.0 175.943 17.26 8.87 8.86900 13:57:00 PM 1.5 178.713 14.49 11.64 7.75933 13:57:30 PM 2.0 180.429 12.77 13.36 6.67750.13:58:00 PM 2.5 181.554 11.65 14.48 5.79200 13:58:30 PM 3.0 182.247 10.95 15.17 5.05767 13:59:00 PM 3.5 .182.694 10.51 15.62 4.46286 13:59:30 PM 4.0 182.983 10.22 15.91 3.97725 14:00:00 4.5 183.170 10.03 16.10 3.57689 14:00:30 5.0 183.314 9.89 16.24 3.24800 14:01:30 6.0 183.502 9.70 .16.43 2.73800 14:02:30 7.0 183.589 9.61 16.52 2.35929 14:03:30 8.0 183.675 9.52 16.60 2.07513 14:08:30 13.0 183.819 9.38 16.75 1.28808 FLOW RATE PACKER INFLATION PRESSURE NITROGENSUPPLY LINEE\GROUND SURFACELEVATION WATER FLOW DIRECTION HI H2.D INFLATABLE PACKERS PERFORATED PIPE )T K'A TP A I ,I EBP I I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .24 FT TP- TOTAL LENGTH OF TOP PACKER ANDASSEMBLY
.. .15.7 ..FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY = 4.65 FT D -DISTANCE BETVWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -187 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi). -180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 193.20 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -9.22 FT NOTE: Only the top packer was inflated for this test. The interval tested here may ,be considered from 187.0 ft b/g to the bottom of the well (206 ft b/g).GZA IBORING.NO/rTEST NO. :MW-54T17.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK. Client.' :BORING NO/TErST NO .*. MW-60 T1" 440 NINTH AVENUE, 18th FLOOR ":* Entergy SHEET :.'. ot1 NEWYORK, NEWVYORK 10001 .Indian Point Energy Cet FILE NO ".'41.0017869.01:':
SCIENTISTS AND ENGINEERS
.YPROJECT LOCATION '..Indian Paint : CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093 604586.4889 GROUND SURFACE EL.(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END' 1217/06 GROUND WATER DEPTH " 11.35 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION.PRESSURE
' -NITROGEN SUPPLY UNE i TESTED: :TIME ELAPSED"'
' .DEPTHTO 'CUMULATIVE i RECOVERY 'IN:TERVAL
'. [ "' "'. .:'.:; .U ..H DEPTH UNDER WATER" INTERVL TIME .WATER (FT) .WATER 'RECOVERY
'."RATE FROM /TO ( FT). ' ..(HR:MIN) L:>'Ui(:t MIN) FT.. )'. "V (FT) :':'.''(iH FT)" I t)1 188.2-202.0' 12:33:00 0.0 158.351 35.35 0.00 -L= 13.8 ft 12:34:00 1.0 159.014 34.69 0.66 0.66300 12:35:00 2.0 159.620 34.08 1.27 0.63450 12:36:00 3.0 160.182 33.52 1.83 0.61033 12:37:00 4.0 160.701 " 33.00 2.35 0.58750 12:38:00 5.0 161.177 32.52 2.83 0.56520 12:39:00 6.0 161.537 32.16 3.19 0.53100-12:40:00 7.0 161.883 .31.82 3.53 .0.50457" 12:41:00 8.0 161.999
* 31.70 3.65 0.45600 12:42:00 9.0 162.157 31.54 3.81 0.42289 12:43:00 10.0 162.273 31.43 3.92 0.39220 12:44:00 11.0 162.373 31.33 4.02 0.36564 12:45:00 12.0 162.446 31.25 4.10 0.34125 12:46:00 13.0 162.503 31.20 4.15 0.31938 12:47:00 14.0 162.546 31.15 4.19 0.29964 U 12:48:00 '15.0 -162.590 31.11 4.24 0.28260 12:53:00 20.0 162.748 30.95 .4.40 0.21985.... ... .12:58:00 .25.0 162.921 30.78 4.57 0.18280 13:03:00 30.0 163.094 30.61 4.74 0.15810 13:08:00 35.0 163.267 30.43 4.92 0.14046 13:13:00 40.0 163.412 30.29 1- 5.06 0.12653 13:18:00 45.0 163.570 30.13 5.22 0.11598 13:23:00 50.0 163.700 30.00 5.35 " 0.10698 13:28:00 55.0 163.844 29.86 5.49 0.09987 13:33:00 60.0 164.003 29.70 5.65. 0.09420 13:38:00 65.0 164.262 29.44 5.91 0.09094 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 A H2 OWT D I TP INFLATABLE PACKERS PERFORATED PIPE 46 A 4 -4 ..4- 4 4- 4 4 4I.44-Li-F BP 4II .LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr) 1 13.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 188.2 FT PIP- PACKER INFLATION PRESSURE (D PSI1 50 PSI) -180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -193.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -11.35 FT NOTE: Only the top packer was inflated for this test The interval tested heremay be considered from 188.2' big to bottom of well.GZA IBORING(,NO.:fEST:NO:4MW-60T1 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-60T2 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1.of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 41 0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dane Carter Sara Covelli BORING COORDINATES-GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 463382.5093 N 483382.5093 14.31 DATUM NGVD 29 202 DATE START/END 12/7/06 11.95 (below grade) 1.83 FT ground to casing H) .E 604586.4889 DIAMETER OF DRILLED I3OREHOLE 3.83 INCH I.D. OF DRILUNG RODS 2 INCH.>TESTED TIME ELAPSED DEPTH TO CUMULATIVE RECOVERY.i~i! :R AL iii! ;i:i :.. ' :il.iDEPTH UNDER ... ... ..... ......INTERVAL TIME DPWATE FT) WATER RECOVERY ' RATE FROM /TO ( FT) .(HR.MIN) (At MIN) (FT)~ (4H FT) .(HI~t), 172.3-182.0 14:40:00 0.0 144.054 .33.55 0.00 -L= 9.7 ft 14:41:00 1.0 144.328 33.27 0.27 0.27400 14:42:00 2.0 144.530 33.07 0.48 0.23800 14:43:00 3.0 144.731 32.87 0.68 0.22567 14:44:00 4.0 144.904 32.70 0.85 0.21250* 14:45:00 5.0 145.063 32.54 1.01 0.20180 14:46:00 6.0 145.236 32.36 .1.18 0.19700 14:47:00 7.0 145.380
* 32.22 1.33 0.18943....... .14:48:00 8.0. 145.495 32.11 .1.44 0.18013 1. 14:49:00 .9.0 145.610 31.99 -1.56. -0.17289 14:50M00 10.0 145.726 31.87
* 1.67 0.16720 14:51:00 i.0 145.841 .31.76 1.79 0.16245* 14:52:00 .12.0 145.927 31.67 1.87 0.15608 14:53:00 13.0 146.028 31.57 1.97 0.15185 14:54:00 14.0 146.129 31.47 1 2.07 0.14821 14:55:00 15.0 146.230 31.37 2.18 0.14507 15:00:00 20.0 146.691 30.91 2.64 .0.13185" .15:05:00 25.0 147.167 30.43 .3.11 0.12452 15:10:00 30.0 147.570 30.03 3.52 0.11720 15:15:00 35.0 147.988 29.61 3.93 0.11240 15:20:00 40.0 148.421 29.18 4.37 0.10918 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p~-t ~-r.H=11=11 =1 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION HI H2 QWT D INFLATABLE PACKERS PERFORATED.
PIPE I TP.A k A LV I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -172.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi 1 180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 177.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -11.95 FT NOTE: Upon packer inflation, Below Zone transducer pressure increased to 241+ ft/water.
High connectivity between Below Zone and In Zone was observed during pumping and recovery.
Integrity of bottom packer was verified by deflating top packer and discontinuing air pressure on bottom packer. Pressure within bottom packer maintained 180psi. Drill rig winch line holding packer assembly was also slackened to verify integrity of bottom packer.GZA IBORING:NO.TrEsT.NO.
:MW-60 T2:
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK , Clent BORING NO/TEST NO. .MW-60 T3: : 440 NINTH AVENUE, 18th FLOOR .... Entergy SHEET .. .. ..of 1 ..,NEWYORK, NEW YORK 10001 .Indian Point Energy Cet FILE NO .:41;o017B69 01.:: SCIENTISTS AND ENGINEERS
.. Buchanan, NY' PROJECT LOCATION .:Indian Point: CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093
.E 604586.4889 GROUND SURFACE EL.(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/11/06 GROUND WATER DEPTH 13.90 (below grade). 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE .3.83 INCH I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE TESTED ..TIME ELAPSED .DEPTH7O0:
CUMUiLATI VE ' RECOVERY INEVLTM DEPTH.UNDER
.. .iNTERWATER
...T. TIEWATER..
RECOVERY.
iRATE 161.3'-171,0' 11:53:00 0.0 127.834 38.97 0.00 -.L= 9.7 ft 11:54:00 1.0 129.332 37.47 1.50 1.49800 11:55:00 2.0 130.325 36.48 249 1.24550 11:56:00 3.0 131.175 35.63 3.34 1.11367 11:57:00 4.0 131.809 34.99 3.97 0.99375"11:58:00 5.0 132.399 34.40 4.57 0.91300 11:59:00 6.0 132.947 33.85 5.11 0.85217 12:00:00 7.0 133.509 33.29 5.67 0.81071 12:01:00 8.0 134.042 32.76 6.21 0.77600 12:02:00 9.0 134.560 32.24 6.73 0.74733 12:03:00 10.0 135.064 31.74 7.23 0.72300 12:04:00 11.0 135.554 31.25 7.72 0.70182 12:05:00 12.0 136.044
* 30.76 8.21 0.68417 12:06:00 13.0 136.519 30.28 8.69 0.66808 12:07:00 14.0 136.980 29.82 9.15 0.65329 12:08:00 15.0 137.441 29.36 9.61 0.64047 12:09:00 16.0 .137.873 28.93 10.04 0.62744 12:10:00 17.0 138.291 28.51 10.46 0.61512 12:11:00 18.0 138.723 28.08. 10.89 0.60494 12:12:00 19.0 139.127 .. 27.67 .11.29 0.59437 12:13:00 20.0 139.530 27.27 11.70 0.58480 12:18:00 25.0 141.389 25.41 13.56 0.54220 12:23:00 30.0 143.060 23.74 15.23 0.50753 12:28:00 35.0 144.458 .22.34 16.62 0.47497 12:33:00 40.0 145.711 21.09 17.88 0.44693 12:38:00 45.0 146.821 19.98 18.99 0.42193 12:43:00 50.0 147.786 19.01 19.95 0.39904 12:48:00 55.0 148.622 18.18 20.79 0.37796 12:52:00 59.0 149.228 17.57 21.39 0.36261 NITROGEN SUPPLY LINE _GROUND SURFACE ELEVATION WATER FLOW DIRECTION INFLATABLE PACKERS TP-t PERFORATED PIPE --LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr)LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D.PSI+ 50 PSO HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 9.7' FT 15.7 FT 4.65 FT 181.3 FT.185 .PSI 186.8 FT 13.90 FT GZA[BORING NO. /TEST NO.::MW-6073 GZA I~6~ING NO /TEST NO. MW-60T3 PACKER TEST LOG~GZA GEOENVIRONMENTAL OF NEW YORK.Cli.nt BORING NO /T.ST NO,.. R MW-6O T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEET- ; I of I.:t NEWYORK, NEVVYORK 10001 Indian.oint Energy Cente FILENo .N 41.o01786o.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECTELOCATION I:..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES N 463382.5093 E 604586.4889 13 INCH GROUND SURFACE EL.(FT) 14.31 DATUM .NGVD 29 FINAL BORING DEPTH (FT) 202 DATE STARTiEND 12/11/06 GROUND WATER DEPTH 13.48 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)1.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p<TESTED 2: TIME ELAPSED DEPTH TO UMLATVE RECOVERY DEPTH UNDER*INTERVAL:..
.TIME I WATER ETh: .WATER ;., RECOVERY, iRATE:FROM /:TO.( F) I(HR.MIN)..
L( t MIN) (FT) : (L(H FT) , (AH/At)151.3'-161.0' 13:43:00 0.0 126.451 30.25 0.00 -L= 9.7 ft 13:44:00 1.0 132.688 24.01 6.24 6.23700 13:45:00 2.0 136.058 20.64 9.61 4.80350 13:46:00 3.0 137.816 18.88 11.37 3:78833 13:47:00 4.0 138.997 17.70 12.55 3.13650 13:48:00 5.0 139.861 16.84 13.41 2.68200 13:49:00 6.0 140.524 16.18 14.07 2.34550 13:50:00 7.0 141.043 15.66 14.59 2.08457 13:51:00 8.0 141.461 15.24 15.01 .1.87625 13:52:00 9.0 141.792 14.91 15.34 .1.70456 13:53:00 10.0 142.051 14.65 15.60 1.56000 13:54:00 11.0 142.268 14.43 15.82 1.43791 13:55:00 12.0 142.455 14.25 16.00 1.33367 13:56:00 13.0 142.613 .14.09 16.16 1.24323 13:57:00 14.0 142.743 13.96 16.29 1.16371 GROUND SURFACEEEATO WATER FLOW DIRECTION H2 qWT D HI INFLATABLE PACKERS PERFORATED PIPE A'-TP A_ _ _I__ _I__ __ 1 I _ _ _I , BPI LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr) -9.7 :... FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FTr BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -151.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS) 190 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -156.7 FF H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.48 FT GZA IBORING NO. /TEST NO. :MW-6" T4 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cient BORING NO/TEST NO. MW-EQ 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1of NEWYORK, NEW YORK 10001 Indian Point Energy Cente FILE NO. 41 0017869E01 SCIENTISTS AND ENGINEERS~
Buchanan, NY PROJECT LOCATION Indian P .ont CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. .Sara Covelli BORING COORDINATES N 463382.5093 E 604586.4889 GROUND SURFACE EL(FT) ..14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/11/06 GROUND WATER DEPTH .12.80 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH) ...-. "....DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH TESTED TIME ELAPSED 7 .DEPTH TO CUM ULATIVE: RECOVERY:&#xfd; INTERVAL.
UNDER......................R....
INERALTIME WAE iT WATER .RECOVERY
~..RATE~FROM /TO (FT) (HR&#xfd;MIN) (at MIN) (FT) (AN FT) (AH/Ati 135.0'-144.7' 15:02:00 0.0 115.004 25.50 0.00 -L= 9.7 ft 15:03:00 1.0 116.343 24.16 1.34 1.33900 15:04:00 .2.0 117.553 22.95 2.55 1.27450 15:05:00 3.0 118.632 21.87 3.63 1.20933 15:06:00 4.0 119.583 20.92 4.58 1.14475_ _ 15:07:00 5.0 120.446 20.05 5.44 1.08840 15:08:00 6.0 121.238 19.26 6.23 1.03900 15:09:00 7.0 .121.958 18.54 6.95 .0.99343 15:10:00 8.0 122.606 17.89 7.60 0.95025 15:11:00 9.0 123.182 17.32 8.18 0.90867 15:12:00 10.0 123.686 16.81 .8.68 0.86820 15:13:00 11.0 124.162 16.34 9.16 0.83255 15:14.:00
.12.0 .124.594 15.91 9.59 0.79917 15:15:00 13.0 124.954 15.55 .9.95 0.76538 15:16:00 14.0 125.299 15.20 10.30 0.73536* 15:17:00 15.0 125.587 14.91 10.58 0.70553 15:18:00.
16.0 125.861 14.64 10.86 0.67856 15:19:00 17.0 126.091 14.41 11.09 0.65218 1 15:20:00 18.0 126.293 14.21 .11.29 0.62717 15:21:00 19.0 126.494 14.01 11.49 0.60474 15:22:00 20.0 126.653 13.85 11.65 0.58245 15M23:00 21.0 126.797 13.70 11.79 0.56157 15:24:00 22.0 126.941 13.56 11.94 0.54259 15:25:00 23.0 127.042 13.46 12.04 0.52339 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p*Q GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI L ;111=/H2 C.D INFLATABLE PACKERS PERFORATED PIPE-"A TP A I,______ I _____ I ____ I ____ I ____ I _____ ____LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI)HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 9.7 FT 15.7 FT 4.65 IFT 135.0 FT 180 PSI 140.5 FT 12.80 FT IBORING NO. JTEST NO. MW-60ET5 .., GZA SPACKER TEST LOG .* ..GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO,/TEST NO MVMW-60 T6 440 NINTH AVENUE, 18th FLOOR. ..Entergy SHEET 1.: .. 1of :1.011 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO : 41.0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION .. Indian Point CONTRACTOR
.Aquifer Drilling &-Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES IN 463382.5093 GROUND SURFACE EL.(FT) 14.31 FINAL BORING DEPTH (FT) 202 E 604586.4889 DATUM .NGVD29 DATE START/END 12/12/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.20 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE: TESTED :. : ., TIME.: ELAPSED DEPTHUNDER
:DEPTH/TO CUMULATIVE W RECOVERY INTERVAL TIME W DATER ) WATER RECOVERY RATE.: FROM/iTO ( FT)< (HR:MIN) : (Lt MIN) *::>.< (PT) (M .. FT) Lit 115.3'-125.0' 9:0:8:00 0.0 84.701 36.10 0.00 -L= 9.7 ft 9:09:00 1.0 85.276 35.52 0.58 0.57500 9:10:00 2.0 85.593 35.21 0.89 0.44600 9:11:00 3.0 85.808 34.99 1.11 0.36900 9:12:00 4.0 85.981 34.82 1:28 -0.32000 9:13:00 5.0 86.154 34.65 1.45 0.29060 9:14:00 6.0 86.312 34.49 1.61 0.26850 9:15:00 7.0 86.499 34.30 .1.80 0.25686 9:16:00 8.0 86.671 34.13 1.97 0.24625 9:17:00 9.0 86.830 33.97 2.13 0.23656 9:18:00 10.0 86.988 33.81 2.29 0.22870 9:19:00 11.0 .87.146 .33.65 2.45 0.22227 9:20:00 12.0 87.304 33.50 2.60 0.21692 9:21:00 13.0 87.448 33.35 2.75 0.21131 9:22:00 14.0 87.592 33.21 2.89 0.20650 9:23:00 15.0 87.750 33.05 3.05 0.20327 9:24:00 16.0 87.894 32.91 3.19 0.19956 9:25:00 17.0 88.038 32.76 3.34 0.19629 9:26:00 18.0 88.196 32.60 3.50 0.19417 9:27:00 19.0 88.340 32.46 3.64 0.19153 9:28:00 20.0 88.498 32.30 3.80 0.18985 9:33:00 25.0 89.189 31.61 4.49 0.17952 9:38:00. 30.0 89.850
* 30.95 5.15 0.17163 9:43:00 35.0 90.483 30.32 -5.78 0.16520 9:48:00 40.0 91.217 29.58 6.52 0.16290 9:53:00 45.0 91.807 28.99 7.11 0.15791&#xb6; -.---t--t--t--------
,. -GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS C.WI=/H2 MWT D PERFORATED PIPE Al&#xfd;A'-I TP I* I A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -115.3 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) 185 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -120.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.20 FT GZA IBORING NO. TTEST NO. MW-60 T6
.* I ,;%'. PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Clent BORING NO.JTEST NO MW-60 T7 440 NINTH AVENUE, 18th FLOOR ...Entergy SHEET .1 of 1 NEWYORK, NEVVIORK10001 I ndian Point Energy Cente .FILENO 41.0017869.01 SCIENTISTS AND ENGINEERS
.1 Buchanan , NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling &Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093 E 604586.4889 GROUND SURFACE EL(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/12/06 GROUND WATER DEPTH 13.65 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE *TESTED TIME ELAPSED " DEPTH TO CUMULATIVE RECbVERY INTERVAL.................
..... TIME .. DEPTH UNDER INTERVAL " TME WATER (FT) WATER RECOVERY RATE.'FROM/TO (FT). ,:*,(HR:MIN) (LAtMIN) (FT):, 1 (,HF-) .'I' i M(t)99.3'-109.0' 10:42:00 0.0 71.558 33.24 0.00 -L= 9.7 ft 10:43:00 1.0 72.335 32.47 0.78 0.77700 10:44:00 2.0 73.140 31.66 1.58 0.79100 10:45:00 3.0 73.873 30.93 2.32 0.77167 10:46:00 4.0 74.563 30.24 3.01 0.75125 10:47:00 5.0 75.239 29.56 3.68 0.73620 10:48:00 6.0 75.871 28.93 4.31 0.71883 10:49:00 7.0 76.490 28.31 4.93 0.70457 10:50:00 8.0 77.065 27.74 5.51 0.68837 10:51:00 9.0 77.654 .27.15 6.10 0.67733 10:52:00 10.0 78.201 26.60 6.64 0.66430 10:53:00 11.0 78.747 26.05 7.19 0.65355 10:54:00 12.0 79.251 25.55 7.69 0.64108 10:55:00 13.0 79.739 25.06 8.18 0.62931 10:56:00 14.0 80.228 24.57 8.67 0.61929 10:57:00 15.0 80.689 24.11
* 9.13 0.60873 10:58:00 16.0 81.134 23.67
* 9.58 0.59850 10:59:00 17.0 81.551 23.25 9.99 0.58782 11:00:00 18.0 81.968 22.83 10.41 0.57833 11:01:00 19.0 82.371 22.43 10.81 0.56911 11:02:00 20.0 82.759 22.04 11.20 0.56005 11:03:00 21.0 83.119 21.68 11.56 0.55052 11:04:00 22.0 83.493 21.31 11.94 0.54250 11:05:00 23.0 83.824 20.98 12.27 0.53330 11:06:00 24.0 84.169 20.63 12.61 0.52546 11:07:00 25.0 84.471 20.33 12.91 0.51652 11:09:00 27.0 85.075 19.73 13.52 0.50063 11:11:00 29.0 85.621 19.18 14.06 0.48493 11:13:00 31.0 86.139 18.66 14.58 0.47035 11:15:00 33.0 86.599 18.20 15.04 0.45579 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION A//=fl I H2 MR Hi1l 1 D INFLATABLE PACKERS PERFORATED PIPE F --l A TP A v iBP__________
1 .1. ________ 1 .1. ________ &LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -99.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -180 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -104.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -1365 FT GZA IBORING iNO. /TESTiNO.
MW-60 77
* ..PACKER TEST LOG'' -GZA GEOENVIRONMENTAL'OF NEW YORK CenBOING NO/fTEST NO MW-60 T8 440 NINTH AVENUE,: 18&sect;th:FLOOR
.iIewgy SHEET Ilof 1 NEW YORK, NEW; YORK 10001 ..Indian Point Energy Cente .FILE NO. 41.0017869 01 SCIENTISTS AND ENGINEERS Buhnn Y:L:.~v.~
:~::.POJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing. Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093 E 604586.4889 GROUND SURFACE EL(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/12/06 GROUND WATER DEPTH 14.00 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE.TESTED .! V TIME, ELAPSED E. UNDER DEPTH TO CUMULATIVE RECOVERY: INTERVAL ..-,! TIME WATER (FT) WATER RECOVERY' RATE FROM/iTO ( FT) -: HR: MINI '(ItMIN) (FT) ' H FT) ' (AHl/,t)88.3'-98.0' 11:59:00 0.0 59.010 34.85 0.00 -L= 9.7 ft 12:00:00 1.0 60.893 32.96 1.88 1.88300 12:01:00 2.0 62.632 31.22 3.62 1.81100 12:02:00 3.0 64.199 29.66 5.19 1.72967 12:03:00 4.0 65.607 28.25 6.60 1.64925 12:04:00 5.0 66.901 26:95 7.89 1.57820 12:05:00 6.0 68.079 25.78 9.07 1.51150 12:06:00 7.0 69.172 24.68 10.16 1.45171 12:07:00 8.0 70.149 23.71 .11.14 1.39238 12:08:00 9.0. 71.070 22.79 12.06 1.34000 12:09:00 10.0
* 71.903 21.95 12.89 128930 12:10:00 11.0 72.665 21.19 13.66 1.24136 12:11:00 12.0 73.384 20.47 14.37 .1.19783 12:12:00 13.0 74.031 19.82 15.02. 1.15546 12:13:00 14.0 .74.606 19.25 15.60 1.11400 12:14:00 15.0 75.153 18.70 16.14 1.07620 12:15:00 16:0 75.656 18.20 16.65 1.04038 12:16:00 17.0 76.102 17.75 17.09 1.00541 12:17:00 18.0 76.518 17.34 17.51 0.97267 12:18:00 19.0 76.907 .16.95 17.90 0.94195 12:19:00 20.0 77.266 16.59 18.26 0.91280 12:20:00 21.0 77.583 16.27. -. 18.57 0.88443 12:21:00 22.0 77.856 16.00 18.85 0.85664 12:22:00 23.0 78.199 15.66 19.19 0.83430 12:23:00 24.0 78:388 15.47 19.38 0.80742 12:24:00 25.0 78.603 15.25
* 19.59 0.78372 12:29:00 30.0 79.581 14.27 20.57 0.68570 12:34:00 35.0 80.070 13.79 21.06 0.60171 12:39:00 40.0 80.387 13.47 21.38 0.53443 12:44:00 45.0 80.559 13.30 21.55 0.47887 r -t-i-t- ,-GROUND SURFACE ELEVATION I WATER FLOW DIRECTION HI INFLATABLE PACKERS k A//q/H2;w'r C D PERFORATED PIPE F- ---I p TP A A I, T BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) = 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -88.3 FT PI:P- INFLATION PRESSURE (D PSI+ 50 PSI) 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -93.855 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -14.00 FT GZA I BORING NO. ITEST NO. MW-60 78
~PACKER TEST1LOG GZA:GEOENVIRONMENTAL OF NEW YORK : Cen: BORING NO/TEST NO MW-60 TB 440 NINTH AVENUE, 18th FLOOR Entergy : SHEET -: .1.0f 1 N.EWYORK, NEWYORK10001 Iian Point Energy Cente FILE NO 41.0017869 01 SCIENTISTS AND ENGINEERS Bhnn NYPROJECT LOCATION Indtian Poin CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093
*E 604586.4889 GROUND SURFACE EL.(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (IFT) 202 DATE START/END 12/13/06 GROUND WATER DEPTH 12.25 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P.TESTED TIME .ELAPSEE) PTH U .: .>DEPTHITO CUMULATIVE RECOVERY INTERVAL TIM WA I*TE (T WATER RECOVERY .RATE FROM ITO(I FT) .HR:MIN) (At MINI) .&#xfd;.FT) .(n.H FT.)/ _________69.0 -78.7' 9:28:00 0.0 42.072 32.43 0.00 -L= 9.7 ft 9:29:00 1.0 44.643 29.86 2.57 2.57100 9:30:00 2.0 46.941 27.56 4.87 2.43450 9:31:00 3.0 48.938 25.56 6.87 2.28867 9:32:00 4.0 50.720 23.78 8.65 2.16200 9:33:00 .5.0 "52.257 22.24 10.19 2.03700 9:34:00 6.0 53.636 20.86 11.56 1.92733 9:35:00 7.0 54.814 19.69 12.74 1.82029 9:36:00 8.0 55.849 18.65 13.78 1.72213 9:37:00 9.0 56.754 17.75 14.68 1.63133.9:38:00 i0.0 57.530 16.97 15.46 1.54580 9:39:00 11.0 58.220 16.28 16.15 T.46800* 9:40:00 12.0 58.780 15.72 16.71 1.39233 9:41:00 13.0 5.9.283 .15.22 .17.21 .1.32392' 9:42:00 14.0 59.700 14.80 17.63 1.25914 9:43:00 15.0 60.074 14.43 18.00 1.20013* .9:44:00 16.0 60.361 , 14.14 18.29 1.14306 9:45:00 17.0 60.634 13.87 18.56 1.09188 9:46:00 18.0 60.864 13.64 18.79 1.04400 9:47:00 19.0 61.037 13.46 18.97 0.99816 9:48:00 20.0 61.195 13.31 19.12 0.95615 S.9:49:00, 21.0 61.310 13:.19 19.24 .0.91610 9:50:00 22.0 61.425 13.08 19.35 0.87968.9:51:00 23.0 61.511 12.99 19.44 0.84517 9:52:00 .24.0 61.611 12.89 19.54 0.81413 9:53:00 25.0 61.683 .12.82 19.61 0.78444 9:54:00 26.0 61.726 12.77 19.65 0.75592 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS k' ;0/=/I k2 C D PERFORATED PIPE I TP A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY
* 4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 69.0 FT PIP -PACKER INFLATION PRESSURE (D PSI"+ 50 PS) -180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .74.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 12.25 FT GZA .BORING NO./TESTNo.
MW-0 9 PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO MW-60 T10 440 NINTH AVENUE, 18th FLOOR ; *. Entergy SHEET I I of;' ;NEWYORK, NEwVYORK10001
.Indian Point Energy Cente ...:: .... FILE NO .41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY kN.:::.iIndi PROJECT"LOCATION Indian Point: CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463382.5093 E 604586.4889 GROUND SURFACE EL.(FT) 14.31 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/13/06 GROUND WATER DEPTH 13.13 (below grade) 1.83 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE P.; TESTED[].
T. .', IME ELAPSED .H .DEFPTH TO ICUMULATIVE' RECOVERY.. DEPTH:UNDER INTERVAL TIME .WATER (FT) WATER RECOVERY RATE FROM/TO(.FT) (HR.MIN (AtNMIN) (FT. ,..... ...... ...FT ,,' /' HFT)i :' (AH/AtI)" 50.3-60.0 10:40:00 0.0 28.617 27.28 0.00 -L= 9.7 ft 10:41:00 1.0 32.651 23.25 4.03 4.03400 10:42:00 2.0 35.523 20.38 6.91 3.45300 10:43:00 3.0 37.562 18.34 8.95 2.98167 10:44:00 4.0 39.027 16.87 10.41 2.60250 10:45:00 5.0 40.047 15.85 11.43 2.28600 10:46:00 6.0 40.779 15.12 12.16 2.02700 10:47:00 7.0 41.325 14.58 12.71 1.81543 10:48:00 8.0 41.698 14.20 13.08 1.63513 S.10:49:00 9.0 41.971 13.93 13.35 1.48378 10:50:00 10.0 42.187 13.71 1"__.5"_ 1.35700 10:51:00 11.0 42.330 13.57 13.71 1.24664 10:52:00 12.0 42.460 13.44 13.84 1.15358 10:53:00 13.0 42.546 13.35 13.93
* 1.07146 10:54:00 14.0 42.603 13.30 13.99 0.99900 10:55:00 15.0 42.661 13.24 14.04 0.93627 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A=H OWT&#xfd;2-.1III 1I O I 4 4..4. .. ...4 4 4 4 4 4 4 INFLATABLE PACKERS PERFORATED PIPE 4 .4 4
* 4 4 V' II t TP A 4 4 4 4 4 4 4 4 4 4 4 4 I , BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT). 9 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .50.3 FT PIP -PACKER INFLATION PRESSURE (D PSI1 50 PSI -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE ." 55.9 .. FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.13 FT GZA IBORING-NO.
/TESTNO.wMW-60T10
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PA K PACKERSTETLOG
.*.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO .MW-60 Tl 440 NINTH AVENUE, 18th FLOOR Entergy SHEET .o NEWVYORK, NEVVYORK10001i Indian Point Energy Cente FILE NO 141.0017869.01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION .Indian Point: 44 ! IN P=:A E U :? 8 h FL O :: *
* ihi;::,*=
i*i ** /'* : ; * " ' : i: '*i. n e gy ::* ' :;. :.=;,' i:= =,*:Buc:ha.na n:, N Y **i:*,: :, f CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT), FINAL BORING DEPTH (FT)N 463382.5093 E 604586.4889 14.31 DATUM NGVD 29 202 DATE START/END 12/13/06 13.51 (below grade) 1.83 FT ground to casing I)DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p P TESTD tIE ELPSE[ DEPH TO CUMULATIVE:
R ECOVERY TETD :.i 4I::.:ME~i:
:;
i.....;:'.......
".... :.DEPTH..
TO ilU UE~i INTERVL ~... .....<DEPTH UNDER ..NTER ..L TM ... WATER (FT) W wATER .. iRECOVERY )i;RATE: FROM/TO (FT) :.IHR:MIN) (At MIN) (FT") (AH : T) "lHitr)34.3-44.0' 11:43:00 0.0 4.047 36.05 0.00 -L=-9.7 ft 11:44:00 1.0 4.334 35.77 0.29 0.28700 11:45:00 2.0 4.894 35.21 0.85 0.42350 11:46:00 3.0 5.539 34.56 1.49 0.49733 11:47:00 4.0 6.056 34.04 2.01 0.50225 11:48:00 5.0 6.558 33.54 2.51 0.50220 11:49:00 6.0 7.017 33.08 2.97 0.49500 11:50:00 7.0 7.476 32.62 3.43 0.48986 11:51:00 8.0 7.921 32.18 3.87 0.48425* 11:52:00 9.0 8.337* 31.76 4.29 0.47667 11:53:00 10.0 8.739 31.36 4.69 0.46920 11:54:00 11.0 8.997 31.10 4.95 0.45000 11:55:00 12.0 9.155 30.95 5.11 0.42567 11:56:00 13.0 .9.313 30.79 5.27 0.40508 11:57:00 14.0 9.471 30.63 5.42 0.38743 11:58:00 15.0 9.614 30.49 5.57 0.37113 12:03:00 20.0 10.375 29.73 6.33 0.31640 12:08:00 25.0. 11.106 28.99 7.06 0.28236" 12:13:00 30.0 11.824 28.28 7.78 0.25923 12:18:00 35.0 12.513 27.59 8.47 0.24189 12:23:00 40.0 13.187 26.91 9.14 0.22850 12:28:00 45.0 13.818 26.28 9.77 0.21713 12:33:00 50.0 14.450 25.65 10.40 0.20806 12:38:00 55.0 15.038 25.06 10.99 0.19984 12:43:00 60.0 15.627 , 24.47 11.58 0.19300 12:48:00 65.0 16.172 23.93 12.13 0.18654 12:53:00 70.0 16.703 23.40 12.66 0.18080 12:58:00 75.0 17.205 22.90 13.16 0.17544 13:03:00 80.0 17.707 22.39 13.66 0.17075 13:08:00 85.0 18.267 21.83 14.22 0.16729 SROUND SURFACE ELEVATION RATER FLOW DIRECTION H2 OWT D H I. I I III I INFLATABLE PACKERS PERFORATED PIPE TP A Ll AI I"BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) = 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -34.3 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI ) 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -40.1 FFT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 13.51 FT GZA IBORING 1NO. rrEST NO. :MW-60BT1..
PACKER TEST LOG .... ' ... .GZA GEOENVIRONMENTAL OF NEW YORK Client BORIN= NOi.TEST NO .MW-60. T1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET lt.NEW YORK, NEWYORK 10001 Indian Point Energy Cente -FILE NO. .:41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION ... Indian Point, CONTRACTOR FOREMAN GZA ENG.Aquiter Drilling &-Testing, Inc.Dave Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463382.5093 E. 604586.4889 14.31 202 DATUM NGVD 29 DATE START/END 12/13/06 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.57 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH PACKER INFLATION PRESSURE*TESTED: TIME ELAPSED DEPTH TO CUMULATIVE' RECOVERYI DEPTH UNDER ..' ...INTERVAL TIME WATER (FT)< .:WATER.RECOVERY: , RATE F ROM /TO ( FT) , (HR.MN). (Lt MIN) (.. ..H FT) (AHT) H/_____10.2-29.0' 14:50:00 0.0 3.158 22.14 0.00 -L= 17.8 ft 14:51:00 1.0 3.158 22.14 0.00 0.00000 14:52:00 2.0 3.172 22.13 0.01 0.00700 14:53:00 3.0 3.244 22.06 0.09 0.02867 14:54:00 4.0 3.273 22.03 0.11 0.02875 14:55:00 5.0 3.287 22.01 .0.13 0.02580 15:00:00 10.0 3.258 22.04 0.10 0.01000 15:05:00 15.0 3.244 1 22.06 0.09 0.00573 15:10:00 20.0 3.258 22.04 0.10 0.00500 15:15:00 25.0 3.287 22.01 0.13 0.00516 15:20:00 30.0 3.330 21.97 0.17 0.00573 NITROGEN SUPPLY UNE GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION INFLATABLE PACKERS PERFORATED PIPE -LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS)Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 17.8 IFT 15.7 FT 4.85 FT 1.2 IFT 180 PSI 25.3 FT 13.57 FT NOTES: The tested interval begins at the bottom of the well casing (10.2 ft b/g) and ends at 29.0 ft big.Above zone transducer for this test was not installed until 14:35, after packers were inflated.
During drawdown and recovery for this test, top packer was used only as a secondary source of data for In Zone transducer.
Water level was drawn below AZ transducer.
At time of packer inflation, both packers were inflated.
At 14:41, pump was run at 1.25 gpm to test connectivity between the intervals 19.3-29.0' b/g and 10.2'-19.3' b/g. No zonnectivity was observed.
Pump was turned off at 14:42 and top packer was deflated at 14:45.After 3/4 hour, less than 0.3' recovery was observed at this test interval. "Recovery" sample was not taken for this test interval.iGZA I BORING 440. frEST NO. 7 MW-60 T12 GZA I BORING NO (TEST NO. MW-6O T12 SPACKER, TEST LOG >... .GZA GEOENVIRONMENTAL OF NEW YORK Client .BORING NO [TEST NO. :MW-62 T1 4 40 NINTH AVENUE, 18th FLOOR Entergy SHEET 1lof 1 NEWYORK, NEWYORK10001 Indian Point Energy Cente FILE NO .0 0 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION ':. Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter BORING COORDINATES N 463087.4034 GROUND SURFACE EL.(FT) 14.69 FINAL BORING DEPTH (FT) 202 E 604349.9123 DATUM NGVD29 DATE START/END 12/19/06 GZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH .11.48 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGE N SUPPLY LINE Ip:.,::TESTED>
1 TIME ELAPSED DEPTH TO.: CUMULATIrVE RECOVERY , :T IM : DEPTH UNDER WATER. .RECOVERY ' RATE INTERVAL TIME WATER (FF) WATER RECOVERY RATE FROM_170 (_FT) (HR.MIN) LI(tMIN) (FT) ( FT) (ialt 186.6-200.5' 14:22:00 0.0 153.277 34.82 0.00 -L= 13.9 ft 14:23:00 1.0 156.996 31.10 3.72 3.71900 14:24:00 2.0 160.297 27.80 7.02 3.51000 14:25:00 3.0 163.022 25.08 9.75 3.24833 14:26:00 4.0 165.315 22.79 12.04 3.00950 14:27:00 5.0 167.204 20.90 .13.93 2.78540 14:28:00 6.0 168.833 19.27 15.56 2.59267 14:29:00 7.0 170.160 17.94 16.88 2.41186 14:30:00 8.0 171.270 16.83. 17.99 2.24913 14:31:00 9.0 172.164 15.94 18.89 2.09856 14:32:00 10.0 172.871 15.23 19.59 1.95940 14:33:00 11.0 173.448 14.65 20.17 1.83373 14:34:00 .12.0 173.967 14.13 20.69 1.72417* 14:35:00 13.0 174.371 13.73 21.09 1.62262 I 14:36:00 14.0 174.732 13.37 .21.46 1.53250 14:37:00 15.0. 175.034 13.07 21.76 1.45047 r -t11- r &#xb6;GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 INFLATABLE PACKERS I H2 MIW D PERFORATED PIPE TP r L____ I ____ I ___ I ~ ____ I ___T1 A 4 t 4 *1~ 1 1-4. 4 + 4 I-I, BP 4 .t 4 + 4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -13.9 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY.
15.7 .FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -186.6 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -188.1 FT-2OISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 11.48 .FT NOTE: Only the top packer was inflated for this test The interval tested here may be considered from 186.6' b/g to bottom of well.GZA IBORING No./TEsTNo.AMW-62 TV
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PACKER TESTiLOG&#xfd;..
GZA GEOENVIRONMENTAL OF NEW YORK ClientBORING NO/TEST NO. MW-62 T2 440 NINTH AVENUE,; 1'8tlh FLOOR Entergy SHEET 1 NEWYORK, NEWY R i K 10001 Indian Point Energy Cente FILE NO 41.0017869 01 SCIENTISTS AND E:N;G.INEERS T ' Buchanan, NY P ROJ ECT LOCATION IAndiani Point CONTRACTOR-.
FOREMAN GZA ENG.* Aquifer Drilling & Testing, Inc.Dave Carter Sara Covelli BORING COORDINATES IN 463087.4034
.E 604349.9123 GROUND SURFACE EL(FT) 14.69 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/19/06 GROUND WATER DEPTH 12.35 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p iTESTED:;
.<. 'TIME ELAPSED D..P.. UNDR .DE".-PTH TO C1MUl ' CMLATIVE RECOVERY I 1NTERVAL.Y
:::.. .TIME. WATER (Fr WA q TER. .RECOVERY RATE..'FROM /TO ( F-T)..(HR:MIN). (atMIN)...........FT) (AN FT) , (AH/AI)176.0-185.7 10:05:00 0.0 142.037 36.66 0.00 -L= 9.7 ft 10:06:00 1.0 146.951 31.75 4.91 4.91400 10:07:00 2.0 .151.101 27.60 9.06 4.53200" 10:08:00 3.0 154.531 24.17 12.49 4.16467 10:09:00 4.0 157.328 21.37 15.29 3.82275 10:10:00 5.0 159.548 19.15 17.51 3.50220 10:11:00 6.0 161.307 17.39 19.27 3.21167 10:12:00 7.0 162.647 16.05 20.61 2.94429 10:13:00 8.0 163.671 15.03 21.63 2.70425 10:14:00 9.0 164.435 14.27 22.40 2.48867 10:15:00 10.0 164.998 13.70 22.96 2.29610 10:16:00 11.0 165.401 13.30 23.36 2.12400 10:17:00 12.0 165.690 13.01 23.65 1.97108 10:18:00 13.0 165.892 12.81 23.86 1.83500 10:19:00 14.0 166.050 12.65 24.01 1.71521 10:20:00.
.,'.15.0 166.151 12.55 24.11 1.60760 10:21:00 16.0 166.238 12.46 24.20 1.51256 10:22:00 17.0 166.295 12.41 24.26 1.42694 10:23:00 18.0 166.324 -12.38 24.29 1.34928 10:24:00 19.0. 166.382 12.32 24.35 1.28132 10:25:00 20.0 166.411 12.29 24.37 1.21870 10:26:00 21.0 166.425 -12.28 24.39 1.16133 10:27:00 22.0 166.454 .12.25 24.42 1.10986 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION HI.1 H211 H2 MRW D INFLATABLE PACKERS PERFORATED PIPE A TP F A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9- .7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -176.0 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) -180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -178.7 FT.H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.35 FT GZA I BORING NO.-TTEST-NO.:
MW-62. 12 PACKER TESTILOG: , .- 2 GZA GEOENVIRONMENTAL OF NEW YORK Client -BORING NO./TEST NO MW-62T3 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of:l.NEWTYORKI, NEW..YORK10001 Indian Point Energy Cente PILE.NO '4 0 0oc A17869.01 SCIE-N.TISTS AN.D ENGINEERS Buchanan, NY PROJECT LOCA TION Indian Point 0 CONTRACTOR Aouifer Ddllino & Testinc. Inc.BORING COORDINATES N 463087.4034 E 604349.9123 FOREMAN GZA ENG.Dave Carter Sara Covelli GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)14.69 DATUM NGVD 29 202 DATE START/END 12/19/06 12.20 (below grade) 1.87 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 .: INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE R Q TESTED TIME ELAPSED ' DEPTH TO CUMULATiV
: RECOVERYA=I :IIN :E i;!i:' ; i .... .D, EPTH UNDER .. .. ........ ..INTERVA Ti ! ! ii!iii i WATER (FT)~ W i :(FT)I :. i(HR :MIN) (LtMIN)I .(FT)Y H FT) (,H]At)167.7-177.4 11:37:00 0.0 138.522 31.88 0.00 L= 9.7 ft 11:38:00 1.0 140.539 29.86 2.02 2.01700 11:39:00 2.0 142.513 27.89 3.99 1.99550 11:40:00 3.0 144.270 26.13 5.75 1.91600 11:41:00 4.0 145.855 24.55 7.33 1.83325 11:42:00 5.0 147.253 23.15 8.73 1.74620 11:43:00 6.0 148.536 21.86 10.01 1.66900 11:44:00 7.0 149.660 20.74 .11.14 1.59114 11:45:00 8.0 150.669 19.73 12.15 1.51838 11:46:00 9.0 151.577 18.82 13.06 1.45056 11:47:00 10.0 152.369 18.03 13.85 1.38470 11:48:00 11.0 153.104 17.30 14.58 1.32564 11:49:00 12.0 153.724 16.68 15.20 1.26683 11:50:00 13.0 154.286 16.11 15.76 1.21262 11:51:00 14.0 154.791 15.61 16.27 .1.16207 11:52:00 15.0 155.238 15.16 16.72 1.11440 11:53:00 .16.0 155.627. 14.77 17.11 1.06906 11:54:00 17.0 155.973 14.43 17.45 1.02653 11:55:00 18.0 156.290 14.11 17.77 0.9871.1.11:56:00 19.0 156.535 13.87 18.01 0.94805 11:57:00 20.0 156.794 13.61 18.27 0.91360 11:58:00 21.0 156.996 13.40 18.47 0.87971 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI L ;H2 m D INFLATABLE ,PACKERS PERFORATED PIPE""A A TP k A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -167.7 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -180 PSI HI-'DISTANCE BETWEEN WATER PRESSURE GAUGEAND GROUND SURFACE -170.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.20 FT GZA FIBORiNG NO./TESTNO.:
MW-62 T3:.
PACKER TESTILOG GZA GEOENVIRONMENTAL OF NEW YORK CI.ent BORING NO1/TEST NO. MW-62 T4 440 NINTH AVENUE, 16th FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO. 41.0017869061.
SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION 'Indian Poin CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN DaveCarter GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463087.4034 E 604349.9123 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH 14.69 DATUM NGVD 29 202 DATE START/END 12/19/06 12.42 (below grade) 1.87 FT ground to casing I.D. OF DRILLING RODS 2 .INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P i <TESTED TIME 'ELAPSED.
I-l UNDER DEPTH T70 ICUMUMLATVE RECOVERIYY
: .... " : ' DEPTH UN E ...INTERVAL ... TIME WATER IFT) WATER RECOVERY , .RATEi FROM .TO (HR.MIN) (At itIN) , .(FT) .(nH F-T) 157.4-167.1' 12:40:00 0.0 128.093 32.01 0.00 -L= 9.7 ft 12:41:00 1.0 128.453 31.65 0.36 0.36000 12:42:00 2.0 128.770 31.33 0.68 0.33850 12:43:00 30 129.058 31.04 0.97 0.32167 12:44:00 4.0 129.360 30.74 1.27 0.31675 12:45:00 5.0 129.663 30.44 1.57 0.31400 12:46:00 6.0 129.951 30.15 1.86 0.30967 12:47:00 7.0 130.225 29.88 2.13 0.30457 12:48:00 8.0 130.498 29.60 2.41 0.30063 12:49:00 9.0 130.786 .29.31 2.69 0.29922 12:50:00 10.0 131.031 29.07 2.94 0.29380 12:51:00 11.0 131.290 28.81 3.20 0.29064 12:52:00 12.0 131.564 28.54 3.47 0.28925 12:53:00 13.0 131.794 28.31 3.70 0.28469 12:54:00 14.0 132.039 28.06 3.95 0.28186 12:55:00 15.0 .132.284 27.82 4.19 0.27940 12:56:00 16.0 132.515 27.59 4.42 0.27638 12:57:00 17.0 132.760 27.34 4.67 0.27453 12:58:00.
18.0 132.976 27.12 4.88 0.27128 12:59:00 19.0 133.220 26.88 5.13 0.26984 13:00:00 20.0 133.437 26.66 5.34 0.26720 13:05:00 25.0 134.502 25.60 6.41 0.25636 13:10:00 30.0 135.468 24.63 7.38 0.24583 13:15:00 35.0 136.390 23.71 8.30 0.23706 13:20:00 40.0 137.225 22.88 9.13 0.22830 ,13:25:00 45.0 138.003 22.10 9.91 0.22022 13:30:00 50.0 138.723 21.38 10.63 0.21260 13:35:00 55.0 139.357 20.74 11.26 0.20480 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS I 1+ A//=//H2 OWT D PERFORATED PIPE 11 TP I L A"--I+ + I + I I I BP+ + I + I I--u-LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .9.7 FT ,TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER ANDASSEMBLY
-4.65 FT*D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -157.4 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 80 PSi 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -160.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .12.42 FT GZA .IBoRING NO. /TEST-NO:
MW-62 T41 PACKER TEST LOG.GZA GEO ENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. MW-62 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1lOf 1 NEW .YORK, NEW YORRK 10001 .:- .. Indian Point Energy Cente NO. 41.0017869.01 SCIENTISTS AND ENGINEERS c. PROJECT LOCATION Indian Point 0 CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463087.4034 E 604349.9123 FOREMAN GZA ENG.DaneCae Sara Covelli GROUND SURFACE EL.(FT) 14.69 .DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/19/06 GROUND WATER DEPTH 12.50 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE: TESTED T:i.l'TME ELAPSED. .. DEPTH TO CULATivE RECOVERY....... ....... ....... ..."", .:. DEPTH.UNDER
..; CUMU ATIV :" .... ..INTERVAL..
TiME VvATER (FT) WATER RECOVERY RATE~FROM/ITO (FT) ..(HR.MINI (atiNw (FT) ~(LH FT) -(tH/At)146.9-156.6' 14:55:00 0.0 118.892 30.71 0.00 -L= 9.7 ft 14:56:00 1.0 119.453 30.15 0.56 0.56100 14:57:00 2.0 120.043 29.56 1.15 0.57550 14:58:00 3.0 120.619 28.98 1.73 0.57567 14:59:00 4.0 1E1.181 28.42 2.29 0.57225 15:00:00 5.0 .121.699 27.90 2.81 0.56140';15:01:00 6.0 122.203 27.40 3.31 0.55183 15:02:00 7.0 122.722 26.88 3.83 0.54714 15:03:00 8.0 123.182 26.42 4.29 0.53625 15:04:00 9.0 123.658 25.94 4.77 0.52956 15:05:00 10.0 124.104 25.50 5.21 0.52120 15:06:00 11.0 124.536 25.06 5.64 0.51309 15:07:00 12.0 124.954 24.65 6.06 0.50517 15:08:00 13.0 125.342 24.26 6.45 0.49615 15:09:00 14.0 125.731 23.87 6.84 0.48850 15:10:00 15.0 126.100 23.50 7.21 0.48053 15:11:00 .16.0. 126.480 23.12 7.59 0.47425 15:12:00 17.0 126.826 .22.77 .7.93 0.46671"_______ 15:13:00 18.0 127.171 22.43 8.28 0.45994 15:14:00 19.0 127.488 22.11 8.60 0.45242 15:15:00 20.0 127.819 21.78 8.93. 0.44635 15:16:00 21.0 128.136 21.46 9.24 0.44019 15:17:00 .22.0 128.424 21.18 9.53 0.43327 15:18:00 23.0 128.712 20.89 9.82 0.42696 15:19:00 24.0 129.000 20.60 10.11 0.42117 15:20:00 25.0 129.260 20.34 10.37 0.41472 15:21:00 26.0 129.533 .20.07 10.64 0.40927.15:22:00 27.0 129.792. -19.81 10.90 0.40370.15:23:00 28.0 130.023 19.58
* 11.13 0.39754 15:24:00.
* 29.0 130.253 19.35 11.36 0.39176 15:25:00 30.0 130.469 19.13 11.58 0.38590 GROUND SURFACE ELEVATION NVATER FLOW DIRECTION HI H2 43WT D INFLATABLE PACKERS PERFORATED PIPE a TP A BF I , LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY * .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 146.9 FT PIP- PACKER INFLATION PRESSURE (D PSi+ 50 PSI) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -149.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.50 FT GZA IBORING.NO./TESTNO.
MW-62 T5
-~PACKER TEST LOGC GZA GEOENVIRONMENTAL OF NEW YORKC BORING NO./TEST NO. MW-62 T6 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1lof 1 NEWYORK, NEWYORK 10001 Inian Point Energy Cente FILE NO 41,0017869 01 SCIENTISTS AND ENGINEERS:Buchanan, NY PROJECT LOCATION Indian Point:.:. .: .: ::! :.: i' '
A!A
..! :.:i;il ! `:!~]::~ ;:;::.l -* ; ; : ::" ; B.uc h a n:an ; N:Y ,.i.: : .:.: i .: :::i :i] : : .CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter.3ZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463087.4034 E 604349.9123 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH 14.69 DATUM NGVD 29 202 DATE START/END 12121106 13.20 (below grade) 1.87 FT ground to casing I1)- -I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE i,.1TESTED.)i.
.<: TIME I ELAPSED DEPTH UNDR .DEPTH To CUMIULATIV I E RECOVERY S ; i !T i i UNIDER"...
....INTERVAL TIME WATER(Fn&#xfd; , WATER RECOVERY.
-'RATE FROM, TO '(FT) .(HR MMN) (At MIN) '' ' (PT) (AH FT) (HI)134.3-144.0' 8:46:00 0.0 103.403 33.60 0.00 -L= 9.7 ft 8:47:00 1.0 104.886 32.11 1.48 1.48300 8:48:00 2.0 106.253 30.75 2.85 1.42500 8:49:00 3.0 107.534 29.47 4.13 1.37700 8:50:00 4.0 108.714 28.29 5.31 1.32775.... ;'." 8:51:00 5.0 109.837 27.16 6.43 1.28680 8:52:00 6.0 110.873 26.13 7.47 1.24500 8:53:00
* 7.0 111.837 25.16 8.43 1.20486 8:54:00 8.0 112.744 24.26 9.34 1.16763 8:55:00 9.0 113.579 23.42 10.18 1.13067 8:56:00 10.0 114.385 22.62 10.98 1.09820 8:57:00 11.0 115.134 21.87 11.73 1.06645 8:58:00 12.0 115.811 21.19 12.41 1.03400 8:59:00 13.0 116.473 20.53 13.07 1.00538 9:00:00 .14.0 117.049 19.95 13.65 0.97471 9:01:00 15.0 117.625 .19.38 .14.22 0.94813 9:02:00 16.0 118.128 18.87 14.73 0.92031 9:03:00 17.0 118.560 18.44 15.16 0.89159 9:04:00 18.0 119.093 17.91 15.69 0.87167 9:05:00 19.0 119.511 17.49 16.11 0.84779 9:06:00 20.0 119.899 17.10 16.50 0.82480 9:07:00 21.0 120.259 16.74 16.86 0.80267 9:08:00 22.0 120.605 16.40 171.20 0.78191 9:09:00 23.0 120.907 16.09 17.50 0.76104 9:10:00 24.0 121.210 15.79 17.81 0.74196 9:11:00 25.0 121.483 15.52 18.08 0.72320 9:16:00 30.0 122.520 14.48 19.12 0.63723 9:21:00 35.0. 123.226 13.77 19.82 0.56637 3ROUND SURFACE ELEVATION WVATER FLOW DIRECTION H2 OWT&#xfd;2_HI11 INFLATABLE PACKERS PERFORATED PIPE I D T'TP A BP I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .- 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -134.3 FT PIP- PACKER INFLATION PRESSURE (D PSI"+ 60 PSI -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -137.0 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.20 FT GZA IBORING NO. /TEST-NO .T6
~PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-62 T-7 440 NINTH AVENUE, 18th FLOOR Entergy SHEET Iof 1 NEWYORK, NEW.YORK 10001 Indian Point Energy Cente FILE NO 41001786901 SCIENTISTS AND ENGINE.ERS Buchanan, NY PROJECT LOCAMION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463087-4034 E .604349.9123 GROUND SURFACE EL.(FT) 14.69 -DATUM NGVD 29.FINAL BORING DEPTH (FT) 202 -DATE START/END 12/21/06 GROUND WATER DEPTH 13.35 (below grade) 187 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH.I.D. OF DRILLING RODS 2 .INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p...::TESTED:
... TIME4 .ELAPSED DEPTH TO. UMULA TIVE: RECOVERY INTERV.L**.......................
...DEPTH UNbDER THT .>h J A'ER R INTERVAWATER RECOVER RATE i.l....WATER (FT). WATE .. ...E FROM .TO (HR;MIN, (t MIN) (I (T) " A : HF) (At)116.3-126.0' 10:15:00 0.0 84.226 34.97 0.00 -L= 9.7 ft 10:16:00 1.0 85.780 33.42 1.55 1.55400 10:17:00 2.0, 87.204 32.00 2.98 1.48900 1 10:18:00 3.0 88.570 30.63 4.34 1.44800 10:19:00 4.0 89.821 29.38 5.60 1.39875 10:20:00 5.0 91.001 28.20 6.78 1.35500 10:21:00 .6.0 92.094 27.11 7.87 1.31133 10:22:00.
7.0 93.130 26.07 8.90 1.27200 10:23:00 8.0 94.094 25.11 9.87 1.23350 10:24:00 9.0 94.972 24.23 10.75 1.19400 10:25:00 10.0 95.820 23.38 11.59 1.15940 10:26:00 11.0 96.597 22.60 12.37 1.12464 10;27:00 12.0 97.317 21.88 13.09 1.09092 10:28:00 13.0 97.979 21.22 13.75 1.05792 10:29:00 14.0 98.482 20.72 14.26 1.01829 10:30:00 15.0 99.144 20.06 14.92 0.99453 10:31:00 16.0 99.691 19.51 15.47 .0.96656 10:32:00 17.0 100.194 19.01 15.97 0.93929 10:33:00 18.0 100.655 18.55 16.43 0.91272 10:34:00 19.0 101.072 18.13 16.85 0.88663"10:35:00 20.0 101.489 17.71 17.26 0.86315 10:36:00 21.0 101.849 17.35 17.62 0.83919 10:37:00 22.0 102.195 17.01 17.97 0.81677 10:38:00 23.0 102.540 16.66 18.31 0.79626 10:39:00 24.0 102.813 16.39 18.59 0.77446 10:40:00 25.0 103.101 16.10 18.88 0.75500 10:41:00 26.0 103.360 15.84 19.13 0.73592 10:42:00 27.0 103.590 15.61 19.36 0.71719 10:43:00 28.0 103.821 15.38 19.60 0.69982 10:44:00 29.0 104.037 15.16 19.81 0.68314 10:45:00 30.0 104.224 14.98 20.00 0.66660 GROUND SURFACE ELEVATION A I ;-/=//H2 WATER FLOW DIRECTION OWT.HI I1 D INFLATABLE PACKERS PERFORATED PIPE-_ jw&#xfd;IT TP A4 I A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fl) " 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -116.3 FT PIP-PACKER INFLATION PRESSURE (D PSI+ 50 PSI) .180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -119.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.35 FT GZA fBO-NiGTNo.
/EST NO. MW-T
.. 8 .. .t..: r .. PACKER TEST1 O : GA GEQENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO MW-62 T8 .440 NINTH AVENUE, 1 8th FLOOR Entergy iSHEET of 1o INIEW YORK, NEW YORK 10001 .Indian Point Energy Cente FILE NO 41 0017869.01 SCIENTISTS AND ENGINEERS -Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463087.4034 E 604349.9123 GROUND SURFACE EL(FT) 14.69 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END
.12/21/06 GROUND WATER DEPTH 13.26 (below grade) 1.87 FT ground to casing.(STATIC WATER LEVEL DEPTH).DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH T1rESTED T I ME ELAPSED I U DEPTN CUMULATIVE RECOVERYi TESTED ., ~DEPTH UNDER DPHT INTERVAL TIME (Ft" WATER .RECOVERY RATE FROM '/TO ( T), .:(HR:MIN)
Lt MIN) (FT) (&HFT':7 (. H/tAt)106.6-116.3' 11:24:00 0.0 74.980 34.52 0.00 -L= 9.7 ft 11:25:00 1.0 75.598 33.90 0.62- 0.61,800 11:26:00 2.0 76.145 33.36 1.16 0.58250 1 11:27:00 3.0 76.677 32.82 1.70 *0.56567 11:28:00 4.0 77.223 32.28 2.24 0.56075' 11:29:00 5.0 77:726 31.77 2.75 0.54920 11:30:00 6.0 78.230 31.27 *3.25 0.54167 11:31:00 7.0 78.733 30.77 3.75 0.53614 11:32:00 8.0 79.207 30.29 4.23 .0.52837.11:33:00 9.0 79.668 29.83 4.69 0.52089 11:34:00 10.0 80.113 29.39 5.13 0.51330 11:35:00 11.0 80.559 28.94 5.58 0.50718 11:36:00 12.0 80.991 28.51 6.01 0.50092 11:37:00 13.0 81.422 28.08 6.44 0.49554 11:38:00 14.0 81.825 27.68 6.85 0.48893 11:39:00 15.0 82.227 27.27 7.25 0.48313 11:40:00 16.0 82.616 26.88 7.64 0.47725 11:41:00 17.0 82.989 26.51 8.01 0.47112 11:42:00 18.0 83.378 26.12 8.40 0.46656i 11:43:00 19.0 83.737 25.76 8.76 0.46089 11:44:00 20.0 84.083 25.42 9.10 0.45515 11:45:00 21.0 84.428 25.07 9.45 0.44990 11:46:00 22.0 84.758 24.74 9.78 0.44445 11:47:00 23.0 85.089 24.41 10.11 0.43952 11:48:00 24.0 85.420 24.08 10.44 0.43500 11:49:00.
25.0 85.722 23.78 10.74' 0.42968 11:50:00 26.0 86.082 23.42 11.10 0.42700 11:55:00 31.0 87.434 22.07 .12.45 .0.40174 12:00:00 36.0 88.699 20.80 13.72 0.38108 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE 3ROUND SURFACE ELEVATION VATER FLOW DIRECTION I I # w/=//H2 OWT&#xfd;R-HI I 1 D INFLATABLE PACKERS PERFORATED PIPE TV U TP k A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -106.6 FT PIPP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -109.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.26 FT GZA [BORING :NO/TEST NO. MW-2 T8 PACKER: TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO:.TEST NO MW-62 TB 440 NINTH AVENUE, 18th FLOOR 'Entergy SHEET Ilofi1 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 41 0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT L"OCATION Indian Point CONTRACTOR.
.Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter Sara Coveli : .GZA ENG.Sara Conelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH 1.D. OF DRILLING RODS 2 INCH BORING COORDINATES IN 463087.4034 E 604349.9123
.GROUND SURFACE EL(FT) 14.69 DATUM. NGVD29 FINAL BORING DEPTH.(FT) 202 DATE START/END 12/21106 GROUND WATER DEPTH 13.04 (belaw grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)FLOW RATE PACKER INFLATION PRESSURE T I EsTE T EIrME ELAPSEDL DEPTH TO CUMULAT IVE RECOV ERY>.DEPTH UNDER. ..INTERVAL:.....................
TIME .........WA.ER R WAT .RECOVERY : ,. RATE FROM/TO I(FT)I (HR:MIN) :. " (AttMIN) .,. ...(FT) (AH FT) (ALHIAt)96.9-106.6 12:47:00 0.0 64.270 35.53 0.00 -L= 9.7 ft 12:48:00 1.0 64.788 35.01 0.52 0.51800-12:49:00 2.0 65.262 34.54 0.99 0.49600.... 12:50:00 3.0 65:837 33.96 1.57 0.52233 12:51:00.
4.0 66.311 33.49 2.04 0.51025 12:52:00 o5.0 66.671 33.13 2.40 0.48020 12:53:00 6.0 67.116 32.68 : 2.85 0.47433 12:54:00 7.0 67.548 32.25 3.28 0.46829 12:55:00" 8.0 67.979 '31.82 371 0.46363 12:56:00 9.0 I 68.381 31.42 4.11 0.45678 12:57:00 10.0 68.769 31.03 -4.50 0.44990 12:58:00 11.0 69.186 .30.61 4.92 0.44691 12:59:00 12.0 69.574 30.23 5.30 0.44200 13:00:00 13.0 69.963 29.84 5.69 0.43792 13:01:00 14.0 70.308 29.49 6.04 0.43129 13:02:00 15.0 70:681 29.12 6.41 0.42740 13:03:00 16.0 71.04.1 .28.76 6.77 0.42319 13:04:00 17.0 71.386 28.41 7.12 -0.41859 13:05:00 18.0 71.716 28.08 7.45 0.41367 13:06:00 19.0 72.061 27.74 7.79 0.41005 13:07:00 20.0 72.378 27.42 8.11 0.40540 13:08:00 21.0 72.708 27.09 8.44 0.40181 13:09:00 22.0 72.996 26.80 8.73 0.39664 13:10:00 23.0 73.312 26.49 9.04 0.39313 13:11:00 24.0 73.629 26.17 9.36 0.38996 13:12:oo 25.0 73.930 25.87 9:66 0.38640 13:13:00 26.0 74.204 .25.60 9.93 0.38208 13:14:00 27.0 74.491 25.31 10.22 0.37856 13:15:00 28.0 .74.764 25.04 10.49 0.37479 I 13:16:00 29.0 75.052 24.75 10.78 0.37179 13:17:00 30.0 75.296 24.50 11.03 0.36753 NITROGEN SUPPLY LINE " Q-T r ~- -r -H=//=fl=11//=11 GROUND SURFACE ELEVATION 7 WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 OWT D PERFORATED PIPE A'-TP A A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7.- FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -96.9 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 9 89.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.04 FT GZA IBORING .NOb/TrEST NO. MW-62 T9.:
~PACKER TEST LOG G7A GEOENVIRONMENTAL OF NEW YORK Clent BORING NO /TEST NO. MW-62 TI: 440 NINTH AVENUE, 18th FLOOR Entergy SHEET Io .:N NEW YORK, NEWVYORK 10001 Idian Point E~nergy Cente FILE NO 41.001 7869.01 ...SCIENTISTS AND ENGINEERS Buhnn Y PROJECT LOCATIOIN
-:....InanPoint:.~
CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN -Dave Carter BORING COORDINATES N 463087.4034 E 604349.9123 GROUND SURFACE EL.(FT) 14.69 DATUM NGVD 29 FINAL BORING DEPTH (FT) 202 DATE START/END 12/21/06 SZA ENG.Sara Covelli q, DIAMETER OF DRILLED BOREHOLE .3.83 -INCH GROUND WATER DEPTH 13.10 "(below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH) " I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE.NITROGEN SUPPLY LINE-.TESTED .TIME ELAPSED I IDEPTH TO CUMULATIVE RECOVERY DEPTH UNDER INTERVAL ..TIME WAE Fn WATER RECOVERY RATE FROM/ TO ( FT), (HR.MiN) .(Lt MIN) ____ (FT). (H .T (&#xfd;H/Wt)80.3-90.0' 14:08:00 0.0 48.852 34.39 0.00 -L= 9.7 ft 14:09:00 1.0 49.254 33.99 0.40 0.40200 14:10:00 2.0 49.628 33.62 0.78 0.38800*14:11:00 3.0 50.001 '33.24 1.15 0.38300 14:12:00 4.0 50.360 32.88 1.51 0.37700 14:13:00 5.0 50.705 32.54 1.85 0.37060 14:14:00 6.0 51.050 32.19 2.20 0.36633 14:15:00 7.0 51.366 31.88 2.51 0.35914 14:16:00 8.0 51.682 31.56 2.83 0.35375 14:17:00 9.0 52.013 31.23 3.16 0.35122 14:18:00 10.0 52:329 30.92 3.48 .0.34770 14:19:00 11.0 52.645 30.60 3.79 0.34482 14:20:00 12.0 52.946 30.30 4.09 0.34117 14:21:00 13.0 53.248 30.00 4.40 0.33815 14:22:00 .14.0 53.550 29.69 4.70 0.33557 14:23:00 15.0 53.837 29.41 4.99 0.33233 14:24:00 16.0 54.110 29.13 5.26 0.32863 14:25:00 17.0 54.398 28.85 5.55 0.32624 14:26:00 18.0 54.671 28:57 5.82 0.32328 14:27:00 19.0 54.958 28.29 6.11 0.32137 14:28:00 20.0 55.217 28.03 6.37 0.31825'14:29:00 21.0 55.490 27.75 6.64 0.31610 14:30:00 22.0 55.748 27.50 6.90 0.31345 14:31:00 23.0 56.007 27.24 7.16 0.31109 14:32:00 24.0 56.266 26.98 7.41 0.30892 14:33:00 25.0 56.524 26.72 7.67 0.30688 14:34:00 26.0 56.754 26.49 7.90 0.30392 14:35:00 27.0 56.998 26.25 8.15 0.30170 14:36:00 28.0 57.228 26.02 8.38 0.29914 14:37:00 29.0 57.473 25.77 8.62 0.29728 14:38:00 30.0 57.703 25.54 8.85 0.29503 GROUND SURFACE ELEVATION WATER FLOW DIRECTION Ai H2 OWT iv_Hi 1 -1 D INFLATABLE PACKERS PERFORATED PIPE TP II, A I BIP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP- TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY , 4665 D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -80.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) 180 PSI Hil- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -83.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.10 FT GZA .IBORING +NO./TEST:NOMW62T10
~PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.ITEST NO. MW-62 T1 .440 NINTH AVENUE, 18th FLOOR Entergy SHEET Il of 1 NEW YORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 4110017869 01 SCIENTISTS AND ENGINEERS " Buchanan, NY PROJECT.LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. SaraCovelli BORING COORDINATES N 463087.4034 E 604349.9123 GROUND SURFACE EL.(FT) 14.69 DATUM NGVD 29.FINAL BORING DEPTH (FT) 202. DATE START/END 12/22106 GROUND WATER DEPTH " 13.72 (below grade) .1.87 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 tNCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE-TESTED ..TIME! ELAPSED .' .i DEPTH TO.! .CUMULATIVE:
RECOVERY ilT k ; iT DEPTH UNDER INEVLTM WATER (PT) WTR RECOVERY RT:FRDMITO (FT) ..(HR.MIN)
;(aImINm ( .T), (aH FT) (AH1,t)62.0-71.7' 8:56:00 0.0 29.923 53.32 0000 L= 9.7 ft 85700 1.0 30.096 53.15 0.17 0.17300.8:58:00 2.0 30.239 53.01 0.32 0.15800 8:59:00 3.0 30.411 52.83 0.49 0.16267 9:00:00 4.0 30.555 52.69 0.63 0.15800 9:01:00 5.0 30.699 52.55 0.78 0.15520 9:02:00 6.0 30.856 52.39 0.93 0.15550 9:03:00 7.0 31.000 52.24 1.08 0.15386 9:04:00 8.0 31.158 52.09 1.24 0.15438 9:05:00 9.0 31.287 51.96 1.36 0.15156 9:06:00 10.0 31.431 51.81 " 1.51 0,15080 9:07:00 11.0 31.574 51.67 1.65 015009 9:08:00 12.0 31.718 51.53 1.8o 0.14958 9:09:00 13.0 31.862 51.38 1.94 0.14915 9:10:00 14.0 32.005 51.24 2.08 0.14871 9:11:00 15.0 32.134 51.11 2.21 0.14740 9:12:00 16.0 32.278 50.97 2.36. 0.14719 9:13:00 17.0 32.422 50.82 .2.50 0.14700 9:14:00 18.0 32.551 50.69 2.63 0.14600 9:15:00 19.0 32.694 50.55 .2.77 0.14584 9:16:00 20.0 32.824 50.42 2.90 0.14505 9:17:00 .,21.0 32.953 50.29 3.03 0.14429 9:18:00 " 22.0 33.082 .50.16 .3.16 0.14359 9:19:00 23.0 33.211 50.03 .3.29 0.14296 9:20:00 24.0 33.340 49.90 3.42 0.14238 9:21:00 25.0 33.484- 49.76 3.56 0.14244 9:22:00 26.0 33.599 49;65 3.68 0.14138 9:23:00
* 27.0 33.728 49.52 3.:81 014093-9:24:00 28.0 33.857 -.49.39 3.93 .0.14050 9:25:00 29.0 33.987 49.26 4.06 0.14014 9:30:00 l 34.0. 34.604 48.64 4.68 0.13768 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 OWT D INFLATABLE PACKERS PERFORATED PIPE L1 TP L, A N IF BF--0-LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP .TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE " 62.0 FT PIP- PACKER INFLATION PRESSURE (D PSI" s50 PSI ' 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -83.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.72 FT GZA IBORING NO.'/TEST NO. :MW-62T1.
~PACKER TEST LOC t.. ~.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. MW-62 T12 440 NINTH AVENUE, 18th FLOOR -Entergy SHEET 1 oflI NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41.0017869 01 SICIENTISTS AND, ENGINEERS Buhnn YPROJECT LOCATION Indian P oint NE ;'O R 'O ; 0 .:i:::i~i ii;". !;, i ::i!:[ a r!P6 i f ig ,i( ;i:: ::
N ee .1i:i-~::i;:i.
CONTRACTOR
.Aquifer ODiling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES N 463087.4034 GROUND SURFACE EL.(FT) 14.69 FINAL BORING DEPTH (FT) 202 GROUND WATER DEPTH 15.08 (b (STATIC WATER LEVEL DEPTH) " E 604349.9123 DATUM NGVD29 DATESTART/END 12/22/06 ielow grade) 1.87 FT ground to casing 3 INCH 3 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE* TES.ED ' TIME ELAPSED DEPT U DEPTH TO CUMULATIVE RECOVERY-INTERVAL
.*TIME WATER (FT) WATER RECOVERY RATE FROM/TO (FT) L.(HR:MIN) , (AtMIN) ________ (FT) (AHFT) (AH/tAt)51.3-61.0' 10:05:00 0.0 17.765 36.73 0.00 L= 9.7 ft 10:06:00 1.0 17.851 36.64 0.09 0.08600 10:07:00 2.0 17.923 36.57 0.16 0.07900.10:08:00 3.0 17.995 36.50 0.23 0.07667 10:09:00 4.0 18.081 36:41 0.32 0.07900.10:10:00 5.0 18.181 36.31 0.42 0.08320' 10:11:00 6.0 18.253 36.24 *0.49 0.08133 10:12:00 7.0 18.325 36.17 0.56 0 .08000 10:13:00 6.0 18.396 36.10 0.63 0.07888 10:14:00 9.0 18.468 36.03 0.70 0.07811" * " 10:15:00 10.0 18.554 35.94 0.79 0.07890 10:16:00 11.0 18.626 35.87 0.86 0.07827 10:17:00 12.0 18.698 35.80 0.93 0.07775 10:18:00 13.0. 18.770 35.72 1.01 0.07731 10:19:00 14.0 18.841 35.65 1:08 0.07686 10:20:00 15.0 18.927 35.57 1.16 0.07747 10:21:00 16.0 19.014 35.48 1.25 0.07806 10:22:00 17.0 19.071 .35.42 1.31 0.07682 10:23:00 18.0 19.157 35.34 1.39 0.07733 10:24:00 19.0 19.214 35.28 1.45 0.07626 10:25:00 20.0 19.301 35.19 1.54 0.07680 10:26:00 21.0 19.372 35:12 1.61 0.07652 10:27:00 22.0 19.444 35.05 1.68 0.07632 10:28:00 23.0 19.516 34.98 1.75 0.07613 10:29:00 24;0 19.602 34,89 1.84 0.07654 10:30:00 25.0 19.659 34.83 1.89 0.67576 10:31:00 26.0 19.731 34.76 1.97 0.07562 10:32:00 27.0 19.803 34.69 2.04 0.07548 10:33:00 28.0 19.875 34.62 2.11 0.07536 10:34:00 29.0 19.946 34.55 2.18 0.07521 10:35:00 30.0 20.018 34.48 2.25 0.07510 ti 4 -GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 7-2-D PERFORATED PIPE\-14 A"'-"A F7 --j 9 TP A BP A IF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ..9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -51.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS" -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -54.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -15.08 FT GZA , IBORING iNO.frEST NO. :MW T121 PACKER TEST LOG', GZA GEGENVIRONMENTAL OF NEW YORK Clent BORING NOJ/TEST NO. MW-62 T1 440 NINTH AVENUE, 18th FLOOR -Entergy 'SHEET -:*1 of 1 NEWEYORK, -NEWYORK10001 Indian Point Energy C. .FILE NO.
SCIENTISTS AND ENGINEERS
:Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.BORING COORDINATES GROUND SURFACE EL.(FT)N 463087.4034 E 604349.9123 Dane Carter Sara Covelli 14.69* DATUM .-NGVD29 FINAL BORING DEPTH (FT)202 " DATE START/END 12.22/06 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH
* 13.49 (below grade) 1.87 FT ground to casing (STATIC.WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE ...... .. .. ......:RE OV R EC V R TESTED. TIME ,ELAPSED DEPT UNE DEPTH TO ..CUMULATIVER CVY INTERVAL TIME WATER (FT) WATER ... RECOVERY .RATE FROM/(TO (FT t (HRMIN) (LtMIN) '[ : .(FT) (AH FT) ,:/.(AH/,t) 40:5-49.0.
.11:45:00 -0.0 2.699 39.77 0.00 .L= 8.5 ft .11:46:00 1.0 2..728 39.74 0.03 0.02900 1"1:47:00 2.0 2.728 39.74 0.03 0.01450 11:48:00 3.0 2.713 39.75 0.01 0.00467 11:49:00 4.0 2.699 39.77 0.00 0.00000 1.1:50:00 5.0
* 2.699 39.77 0.00 0.00000 11:55:00.
10.0 2.656 39.81 .-0.04 -0.00430.12:00:00 15.0 2.6561 39.81 -0.04 -0.00287 12:05:00 20.0 2.642 .39.83 -0.06 -0.00285 12:10:00 25.0 2.656 : 39.81 .-0.04 .-0.00172 12:15:00 30.0 2.656 39.81 -0.04 -0.00143-I ' -7 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 L ;H2*OW-T D INFLATABLE PACKERS PERFORATED PIPE )RAT I TP f A I r BPI LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .' -4.65 .FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -40.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS) -180 PSI* Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -.42.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.49 FT NOTES: The tested interval begins at the bottom of the well casing (40.5 ft b/g) and ends at 49.0 ft big. Only the bottom packer was inflated for this interval.After 1/2 hour, no recovery was observed at this test interval. "Recovery" sample was not taken for this test interval.GZA IBORING.NO.
/TEST.NO.
PACKERTIESTLOG WI PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK c-440 NINTH AVENUE, 18th FLOOR Entergy NEW YORK, NEW YOR K 10001 Indian Point Energy Cente SCIENTISTS AND ENGINEERS Buchanan, NY B ORING NO.TEST NO. MW-63T1..SOE FILE NO 41.001 7869.01:::
.*PROJECT LOCATION IndianI Point :z CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL.(FT) 14.176 DATUM NGVD 29 FINAL BORING DEPTH (FT) 201 DATE START/END 10/11106 GROUNDWATER DEPTH 12.46 FT (belowmgrade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH) ...DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGE N SUPPLY LINE p* r. , J,>TESTED .TIME ~~:ELAPSED::
:. :. .DEPTrHTO P UMPING .SPIECIFIC..NERA ..TIME. .:.:. DEPTH UNDER *VTR RWDW AT APCT WATERR (. APAIT.:
.. .. ..i:..TIME
: : WATER (PT)*l- RATEi FROM"I.TO,( T), (HR:MINSEC) (At MIN) (AH FT) (gal/imm)
(0PnfI)36'(Ianog) to 50.5' 8:48 0 30.067 16.63 4.173 2.850 0.683 L= 14.5 ft 8:49 1 29.895 16.81 4.345 2.850 0.656* 8:50 2 29.794 16,91 4.446 .2.850 0.641 8:51 3 29665 17.04 4.575 2.850 0.623.8:52 4 29.607 17.09 4.633 2.850 0.615 8:53 5 29.593 17.11 4.647 2.850 0.613 8:54 6 29.622 17.08 4.618 2.850 0.617 8:55 .7 29.622 17.08 ..4.61 2.850 0.617 8:56 8 29.650 4.59 2.850 0.621*8:57 9 29.650 17.05 4.59. 2.850 0.621 8:58 10 29.622 17.08 4.618 2.850 0.617* 8:59 11 .29.607. 17.09 4.633 2.850 0.615 9:00 12 29.622 17.08 4.618 2.850 0.617 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS FIPI H2T D 9:01 13 29.607 17.09 4.633 2.850 I 0.615 9:02 14 29.593 1 17.11 .1 4.647 2.850 1 0.613 9:03 15 29.593 17.11 4.647 2.80 0.613 9:04 16 29.579 17.12 4.661 2.800 0.601* 9:05 17 29.564 17.14 4.676 2.800 0.599 9:06 18 29.564 17.14 4.676 2.800 0.599 9:07 19 29.536 17.16 4.704 2800 0.595 9:08- 20 29.521 17.18. 4.719 2.800 0.593* 9:09 21 29.521 17.18 4.719 2.800 0.593 9:10 22 29.507 17.19 4.733 2.800 0.592" 9:11 23 29.478 17.22 4.762 2.800 0.588 9:12 24 29.449 17.25 4.791 2.800 0.584 9:13 25 29.435 17.27 4.805 2.800 0.583 9:14 26 29.449 17.25 4.791 2.800 0.584 9:15 27 29.421t 17.28 4.819 2.800 0.581* 9:16 28 29.392 17.31 4.848 2.800 0578 9:717 29 29.363 17.34 4.877 2.800 0.574 9:18 30 29.349 1735 4891 2 572 PERFORATED PIPE TP A I BP LEGEND: A- TOTAL LENGTH OF TEST SECTION (PT).- 14.5 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .-15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -36.0 FT PIP -PACKER INFLATION PRESSURE (D Psi + s0 PSI .-185 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 46.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.46 FT NOTE: Only the bottom packer was inflated for this test. The interval tested here may be considered from bottom of casing at 36.0' to 50.5 big.GZA IBORING NO. /TEST:NO.
MW-63 Ti
.PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-63 T 440 NINTH 8VENUE,18th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEW.YORK10001 Indian Point Energy Cente FILE NO 410017869.01 SCIENTISTS AND.EN.GINE.ERS -Buchanan, NY PROJECT LOCATION .Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462970.4209 E 604251.2759
.14.178 DATUM NGVD29 201 DATE START/END 10/17/06 GZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 12.20 .. (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY. UINE<TESTED : TIME; :}.ELAPSE'D DEPTH TO CUMULATIVEF RECOVERY.......DEPTH UNDER INTERVAL:
.. TIME WATER (PT) WATER RECOVERY.
RATE FROM./TO (PT) .(HR:MIN) )(At MIN); .(FT) (LIH PT) (AH/At)50.5-60.2' 11:39:00 0.0 _ 15.985 40.62 0.00 -L=9.7 ft 11:39:30 0.5 21.640 34.96 5.66 11.31000 11:40:00 1.0 29.392 27.21 13.41 13.40700 11:40:30 1.5 34.073 22.53 18.09 12.05867 11:41:00 " 2.0 36.614 19.99 20.63 10.31450 11:41:30 2.5 38.582 18.02 22.60 9.03880 11:42:00 3.0 40.090 16.51 24.11 8.03500 11:42:30 3.5 41.210. 15.39 25.23 7.20714 11:43:00 .4.0 42.014 14.59 26.03 6.50725 11:43:30 4.5 42.589 14.01 26.60 5.91200 11:44:00 5.0 42.934 13.67 26.95 5.38980 11:44:30 5.5 43.178 13.42 27.19 4.94418 11:45:00 6.0 43.322 .13.28 27.34 4.55617 11:45:30 6.5 43.436 13.16 27.45 4.22323 r~1 H=II=H=I=HI1 GROUND SURFACE ELEVATION=/
WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 OWT D II PERFORATED PIPE>4 TP III A AI BP+ + 4 4 F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER.AND ASSEMBLY .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE ANDTOP OF THE TEST ZONE -50.5 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) 190 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -56.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.20 FT GZA [BORING NO. /TESTN6O.
.
(PACKER TEST LOC .;~..- ..GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/:TEST NO. MW-63 T3 440 NINTH AVENUE, 18th FLOOR Entergy SHEET Iot Of NEW YORK, NEW YORK10001i Indian Point Energy Cente FILE NO 41.0i1860 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION Indian Poin CONTRACTOR
.Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL.(FT) 14.178 DATUM NGVD29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/14/06 GROUND WATER DEPTH 11.68 (below grade) 1.83 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH.... (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TEST'E D i :: TIM E I D iDEPTH TO CUMULATIVE RECOVERY DEPTH UNDER INTERVAL I.'......K TIME WATER (M WATER RECOVERY RATE FROM /TO (FT) ~ (HR.MIN) ',,(AtMIN)
_____ (FT) (AH FT) (AH/At)60.8-70.5' 8:59:00 0.0 29.737 37.26 .0.00 -L= 9.7 ft 9:00:00 1.0 32.077 34.92 2.34 2.34000 9:01:00 2.0 34.173 32.83 4.44 2.21800'9:02:00 3.0 36.098 30.90 .6.36 2.12033 9:03:00 4.0 37.878 29.12 8.14 2.03525 9:04:00 5.0 39.544 27.46 9.81 1.96140 9:05:00 6.0 41.067 25.93 11.33 1.88833 9:06:00 7.0 42.460 .24.54 12.72 1.81757 9:07:00 8.0 43.752 23.25 14.02 1.75188 9:08:00 9.0. 45.131 21.87 15.39 1.71044 9:09:00 10.0 46.036 20.96 16.30 1.62990 9:10:00 11.0 47.056 19.94 17.32 1.57445 9:11:00 12.0 47.961 19.04 18.22 1.51867 9:12:00 13.0 48.823 18.18 19.09 1.46815 9:13:00 14.0 49.671 17.33 19.93 1.42386 9:14:00 15.0 50.231 16.77 20.49 1.36627 9:15:00 .16.0 50.849 16.15 21.11 1.31950 9:16:00 17.0 51.380 15.62 21.64 1.27312 9:17:00 18.0 51.855 15.15 22.12 1.22878 9:18:00 19.0 .52.286 14.71 22.55 1.18679 9:19:00 20.0 52.674 14.33 22.94 1.14685 9:20:00 21.0 53.004 14.00 23.27 1.10795 9:21:00 22.0 53.306 13.69. 23.57 1.07132 9:22:00 23.0 53.564 13.44 23.83 1.03596 9:23:00 24.0 53.780 13.22 24.04 1.00179 9:24:00 25.0 53.981 13.02 24.24 0.96976 9:25:00 26.0 54.139 12.86 24.40 0.93854 9:26:00 27.0 54.283 12.72 24.55 0.90911 9:27:00 2&0 54.412 12.59 24.68 0.88125 9:28:00 29.0 54.513 12.49 24.78 0.85434 9:29:00 30.0 54.599 12.40 24.86 0.82873 3ROUND SURFACE ELEVATION WATER FLOW DIRECTION.
HI H2 OWT D INFLATABLE PACKERS PERFORATED PIPE TP* I A I IA I IF I 4 BP F'LEGEND: .A- TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -60.8 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi "O = 195 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 67.0 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 11.68 FT GZA ] BORING iNO. /TEST NO.: MW-63T3
-..... PACKER TEST LOG GZA GEOENVIRON MENTAL OF NEW:YORK Clent BORING NO FFEST NO .MW-63 T 440 NINTH AVENUE, 18th FLOOR Entergy l SHEET 1of 1.NEW YORK, NEWYORK 10001 Indian Point Energy Cente .*.. FILE NO 41.0017869 01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION VIndian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL.(FT) 14.178 DATUM .NGVD 29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/13/06 GROUND WATER DEPTH
* 12.30 (below grade) 1.83 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE. Qp TESTED TIME ELAPSED..
........ DEPTH TOUN CUMULATIVE RECOVERY<.INTERVAL
: i. TIME AWTTER.(F")
I : RECOVERY.
R.ATE.FROM//TO)( .:(HR:MIN)
';(AtMIN).. , (FT) ..(AH FT) IAH/At)71.0-80.7' 13:54:00 0.0 42.690 34.61 0.00 -L= 9.7 ft 13:55:00 1.0 45.490 31.81 280 2.80000 13:56:00 2.0 48.004 29.30 5.31 2.65700.13:57:00
.3.0 "50.260 27.04 7.57 2.52333 13:58:00 4.0 52.271 25.03 '9.58 2.39525.13:59:00 5.0 54.053 23.25 11.36 227260 14:00:00 6.0 55.633 21.67 12.94 2.15717 14:01:00 7.0 57.027 20.27 14.34 2.04814.* 14:02:00 8.0 58.263 19.04 15.57 1.94663 14:03:00 9.0 59.341 17.96 16.65 1.85011* 14:04:00 10.0 60.275 ..17.03 .17.59 1.75850 14:05:00 11.0 61.080 16.22 18.39. 1.67182 14:06:00 12.0 61.784 15.52 19.09 1.59117 14:07:00 13.0 62.388 14.91 19.70 1.51523 14:08:00 14.0 62.891 14.41 20.20 1.44293 14:09:00 15.0 63.307 13.99 20.62 1.37447 14:10:00 16.0 63.667 .13.63 20.98 1.31106 14:11:00 17.0 63.969 13.33 21.28 1.25171 14:12:00 *18.0 -. 64.213 13.09 21.52 1.19572 14:13:00 19.0 64.428 12.87 21.74 1.14411 14:14:00 20.0 64.587 12.71 21.90 1.09485.14:15:00 21.0 64.716 12.58 22.03 1.04886 14:16:00 22.0. 64.817 12.48 22.13 1.00577 14:17:00 23.0 64.932 12.37 22.24 0.96704 14:18:00 24.0 64.989 12.31 22.30 0.92913 14:20:00 25.0 65.133 12.17 22.44 0.89772 14:22:00 27.0 65.205 12.10 22.52 0.83389 14:24:00 29.0 65.248 12.05 22.56 .77786 14:26:00 31.0 65.291 12.01 22.60 0.72906 14:28:00 33.0 65.320 11.98 22.63 0.68576 114:30:00 35.0 65.348 11.95 22.66 0.64737 GROUND SURFACE ELEVATION WATER FLOW DIRECTION Hl k ;lV=/I IH2 A C D INFLATABLE PACKERS PERFORATED PIPE" I TP A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .. = 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -71.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) .180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -77.3 FT 1H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.30 FT GZA .BORINGNO.
TEST:NO.:MW-63 T4 PACKER TEST LOG......GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO [TEST NO .;.. MW-63 T5 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1:::: lo: 1 NEW YORK, NEWVYORK 10001 Indian Point Energy Cente .FILE NO ..:.41.0017869 01~SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION .Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL(FT) 14.178 DATUM NGVD29 FINAL BORING DEPTH (FT) 201 DATE START/END 11113/06 GROUND WATER DEPTH 12.73 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p Q TESTED* .TI TME , I E.L...A.PSEI.D
.. ; DEPTH TO":CUMULATIVEi
.RECOVERY ,ThU~:. :.. ......,:DEPTH;UNDER
...TIINTERVAL TIME T RWATER(i WRECOVERY IrRATE FROM/:TO (IFT)I .<(HRMMIN) (I N) .(
,.: FT) I /W)78.6-88.3 12:13:00 0.0 57.516 28.28 0.00 -L= 9.7 ft 12:13:30 0.5 61.338 24.46 3.82 7.64400 12:14:00 1.0 64.716 21.08 7.20 7.20000 12:14:30 1.5. :67.246 18.55 9.73 6.48667 12:15:00 -2.0 69.057 16.74 11.54 5.77050 1 12:15:30 2.5 70.336 15.46 12.82 5.12800 12:16:00 -3.0 .71.213 14.59 .13.70 4.56567 12:16:30 3.5 71.817 13.98 14.30 4.08600 12:17:00 4.0 72.234 13.57 14.72 .3.67950* 12:17:30 4.5 72.507 13.29 14.99 3.33133 12:18:00 5.0 72.723. 13.08 15.21 3:04140 12:18:30 5.5 72.852 12.95 .15.34 2.78836 12:19:00 6.0 72.967 12.83 15.45 2.57517 12:19:30 6.5 73.039 12.76 15.52 2.38815 12:20:00 7.0 73.097 12.70 15.58 2.22586 12:20:30 -7.5. 73.140 12.66 15.62 2.08320* 12:21:00 8.0 73.168 12.63 15.65 1.95650 112:21:30 8.5 73.197 12.60 15.68 1.84482.... 12:22:00 9.0 73.226 12.57 15.71 1.74556 12:22:30 9.5 73.255 12.55 15.74 1.65674 12:23:00 10.0 73.269 12.53 15.75 1.57530... -f--f-I-----, -II=II/=/I/I=//,u/=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS H2 OWT&#xfd;-Z D PERFORATED PIPE""A TP A A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ---- 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .-4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .78.6 FT PIP- PACKER IN'FLATION PRESSURE (D PSI +l 50.PSI) .180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 85.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.73 FT GZA rBORING NO. [TEST NO. :MW-63 T5
.PACKER TEST LOG " ~GZA GEOENVIRONMENTAL OF NEW YORK Clent :BORING NO./TEST NO .MW-63 T6 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO. .41.0017869.01.
SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION *. Indian Point;CONTRACTOR Aquifer Dilling & Testing, Inc.FOREMAN .Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 GROUND SURFACE EL.(FT) 14.178 FINAL BORING DEPTH (FT) 201 E 604251.2759 DATUM NGVD29 DATE START/END 11/13/06 DIAMETER-OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 12.79 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE pQ TESTD I'ME .ELAPSED DETH'O CUMLAIvE RECOVERY::N y Li. TI MEii!!ii ~ i i.TIMEi! DEPTH UNDER INERA TIE WATER iFT-6 iiRATE :;F'ROM/TO (FT)i iHR:MIN):
i tMlN): (F., T)i (H T) (H/At)88.3-98.0' 11:07:00 0.0 55.950 38.65 0.00 -L= 9.7 ft
* 11:08:00 1.0 62.172 32.43 6.22 6.22200 11:09:00 2.0 62.792 31.81 6.84 3.42100 11:10:00 3.0 71.946 22.65 16.00 5.33200 11:11:00 4.0 74.980 19.62 19.03 4.75750 11:12:00 5.0 77.166 17.43 21.22 4.24320 11: 13:00 6.0 .78.690 15.91 22.74 3.79000 11:14:00 7.0 79.711 14.89 23.76 3.39443 11:15:00 8.0 80.329 14.27 24.38 3.04738 11:16:00 * .9.0 80.703 13.90 24.75 2.75033 11:17:00 1 0.0 80.890 1 3.71 24.94 2.49400 11:18:00 11.0 80.976 13.62 25.03 2.27509 11:19:00 12.0 81.019 13.58 25.07 2.08908 II=/I=/I=//=II=I1=Inf GROUND SURFACE ELEVATION WATER FLOW DIRECTiON HI H 2 QWT D.--i*INFLATABLE PACKERS PERFORATED PIPE A k.TP A_________
+/- ________ i _______ iv. 1 ______ 1 _______ 1 ______.I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -88.3 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI -180 PSI IH1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -94.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .12.79 FT GZA IBORING- NO. TEST:NO. MW-63T18:1-PACKER TEST LOG'i*GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.JTEST NO V. MW-63T7 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 Ofti NEWYORK, NEWYORK 10001 Indian Point Energy Cente .FILE NO .::.41 :001W7869 01 SCIENTISTS AND ENGINEERS -Buchanan, NY PROJECT LOCATION .V~.:..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 1 E 604251.2759 GROUND SURFACE EL.(FT) 14.178 DATUM NGVD29 FINAL BORING DEPTH (Fr) 201 DATE START/END 11/13/06 GROUND WATER DEPTH 12.22 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2. INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED TIME ELAPSED..
.. ... D -DEP.TH .TO, CU ULATITVE E7 RIECOVERYY
: IETERAL, DEPTH UNDER ....INTEOVALT'M V .E .COVERY RATE(FT) (HR:MIN)I (AtMIN) (FTr!;i , !) 100.0-109.7' 8:39:00 0.0 69.704 36.40 0.00 -L= 9.7 ft 8:40:00 1.0 70.566 35.53 0.86 0.86200 8:41:00 2.0 71.343 34.76 1.64 0.81950 8:42:00" 3.0 72.090 34.01 2.39 0.79533 8:43:00 4.0 ,72.809 33.29 3.11 0.77625 8:44:00 5.0 73.499 32.60 3.80 0.75900 8:45:00 6.0 74.132 31.97 4.43 0.73800 8:46:00 7.0 74.779 31.32 5.08 0.72500 8:47:00 8.0 75.368
* 30.73 5.66 0.70800 8:48:00 9.0 75.972 30.13 6.27 0.69644 8:49:00 10.0 76.533 *29.57 6.83 0.68290 8:50:00 11.0 77.094 29.01 7.39 0.67182 8:51:00 12.0 77.626 28.47 7.9.2 0.66017 8:52:00 13.0 78.158 27.94 8.45 0.65031 8:53:00 14.0 78.675 27.43 8.97 0.64079 8:54:00 15.0 79.150 26.95 9.45 0.62973 8:55:00 16.0 79.624 26.48 9.92 0.62000 8:56:00 17.0 80.085 26.02 .10.38 0.61065 8:57:00 18.0 80.545 25.56 10.84 0.60228 8:58:00 19.0 80.976 25.12 11.27 0.59326 8:59:00 20.0 81.408 24.69 11.70 0.58520 9:00:00 21.0 81.810 24.29 12.11 .0.57648 9:01:00 22.0 82.213 23.89 -12.51 0.56859 9:02:00 23.0 82.601 23.50 .12.90 0.56074 9:03:00 24.0 82.989 23.11 13.29 0.55354 9:04:00 25.0 83.349 22.75 13.65 0.54580 9:09:00 30.0 85.003 21.10 15.30 0.50997 9:14:00 35.0 86.441 19.66 16.74 0.47820 9:19:00 40.0 87.649 18.45 17.95 0.44863 9:24:00. 45.0 88.685 17.42 .18.98 0.42180"9:34:00 .55.0 1 90.382 15.72 20.68 0.37596 GROUND SURFACE ELEVATION W ATER FLOW DIRECTION HI c.H2 WvT D INFLATABLE PACKERS PERFORATED PIPE TP A A A BF-L__I , LEGEND: A -TOTAL LENGTH OF TEST SECTION (IFT) .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ----- 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -100.0 FT PIP- PACKER INFLATION PRESSURE (DPSI '+ 50 PSI 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -106.1 FTr N2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.22 FT GZA 113 ORING NO. ITEST NO..MW-63 T7.&#xfd;
..........................
.....PACKER TEST LOG G ..............
I GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO MW-63 TB I 440 NINTH AVENUE, 18th FLOOR Entergy SHEET S.1 .: .1`>.. on:t !NEWVYORK, NEWVYORK 10001 7Indian Point Energy Cente FILE NO .>::41.0017869&#xfd;01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION K Indian Point CONTRACTOR Aquifer Dnlling & Testing; Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 462970.4209 E 604251.2759 114.178 DATUM NGVD 29 201 DATE START/END 11/10/06 11.24 (below grade) 1.83 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH.(STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS ' 2 INCH FLOW RP PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE T:"'fESTED
;.. .r:.. >TIME ELAPSEDD.,,,IDEPTHTO .CUMULATIVE:
RECOVERY..
DEPTH UNDER " .........
...&#xa2;INTERVAL l TIME WATAER.FT' i.WATER I': .RECOVERYi K: RATE " FROM/TO'(FT).. (HR:MIN) .(' tMIN)7 .FT): ; i.('AH" ) .AH/At).110.0-119.7' 14:41:00 0.0 85.492 29.41 0.00 -L= 9.7 ft 14:41:30 0.5 88.340 26.56 2.85 5.69600 14:42:00 1.0 90.685 24.22, 5.19 5.19300 14:42:30 1.5 92.727 22.17 7.24 4.82333* ____ 14:43:00 2.0 94.526 20.37 9.03 4.51700* 14:43:30 2.5 96.079 18.82 10.59 4.23480 14:44:00 3.0 97.417 17.48 11.93 3.97500* 14:44:30 3.5 98.568 16.33 13.08 3.73600 14:45:00 4.0 99.532 15.37 .14.04 3.51000 14:45:30.
4.5 100.338 14.56 14.85 3.29911 14:46:00 .5.0 -100.9861 13.91 15.49 3.09880" 14:46:30 .5.5 101.547 13.35 16.06 2.91909 14:47:00 6.0 101.993 12.91 16.50 2.75017 14:47:30 6.5 102.367 12.53 16.88 2.59615 14:48:00 7.0 102.684 12.22 17.19 2.45600 14:48:30 7.5 102.943 11.96 17.45 2.32680 14:49:00 .. 8.0 103.130 11.77 17.64 2.20475 14:49:30 8.5 103.303 11.60 .17.81 2.09541 14:50:00 9.0 103.432 .11.47 17.94 1.99333 14:50:30 9.5 103.533 11.37 18.04 1.89905*14:51:00 10.0 103.619 11.28 18.13 1.81270 14:51:30 10.5 103.691 11.21 18.20 1.73324 14:52:00 11.0 103.749 11.15 18.26 1.65973 I k GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION.
HI D INFLATABLE PACKERS Ai r PERFORATED PIPE I LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) 'HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE GZA 9.7 FT 15.7 FT 4.65 FT 110.0 FT 180 PSi 114.9' FT 11.24 FT IBORING No:. fEST NO. :MW-63 B.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO .R EST NO MW-63 T9 4140 NINTH AVENUE, lath FLOOR Entergy SHEET I of I NEWYORK, NEWYORK: 1000 Idian Point Energy Cente FILE NO. 41 0017869,01 SCIENTISTS AND ENGINEERS , uhnn YPROJECT LOCATION Indian .Point S T T ' N D :E N G N !iii!:' ~ i!i.'i;= !..
u~ n n i...;N : .:. !i ::< ..Bu ch an a n , N YP O C L C T O i:.:ii.: = := n n == l~i~iii::i.=;
CONTRACTOR Aquifer Drilling & Testing, Inc, FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL.(FT) 14.178 DATUM NGVD 29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/10/06 GROUND WATER DEPTH 12.15 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 .INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p llr =..P STESTED[ .!:::: TIME ELAPSED) DEPTH TO CUMULATIVE RECOVERYr*>~ .DEPTH UNDER.NERA .TM WATER (FT) WATER RECOVERY RT:; F R o M ;/ T O {I ( F T) .(H R :M IN ) ; :: (;A t M IN ) : ( F -iiAH F ' i : ( A w w : F ) : : 123.5-133.2' 13:28:00 0.0 100.928 ,28.97 0.00 -L= 9.7 ft 13:29:00 1.0 102.396 27.50 1.47 1.46800 13:30:00 2.0 103.763 26.14 2.84 1.41750 13:31:00 3.0 105.030 24.87 .4.10 1.36733 13:32:00 4.0 106.210 23.69 5.28 1.32050 13:33:00 5.0 107.303 22.60 6.38 1.27500 13:34:00 6.0 108.297 21.60 7.37 1.22817;13:35:00 7.0 109.246 20.65 8.32 1.18829 13:36:00 8.0 110.081 .19.82 9.15 1.14413" 13:37:00 9.0 110.873 19.03 9.95 1.10500 13:38:00 10.0 1111.564 18.34 10.64 1.06360 13:39:00 11.0 112.226 17.67 11.30 1.02709 13:40:00 12.0 112.831 17.07 11.90 0.99192 13:41:00 13.0 113.363 16.54 12.44 0.95654 13:42:00 14.0 113.853 16.05 12.93 0.92321 13:43:00 .15.0 114.328 15.57 13.40 0.89333 13:44:00 16.0 114.745 15.16 13.82 0.86356 13:45:00 17.0 115.105 14.80 14.18 .0.83394 13:46:00 18.0 115.451 14.45 14.52 0.80683 13:47:00 .19.0 115.767 14.13 14.84 0.78100 13:48:00 20.0 116.055 13.85 15.13 0.75635 13:49:00 21.0 116.300 13.60 15.37 0.73200 13:50:00 22.0 116.545 13.36 15.62 0.70986 13:51:00 23.0 116.746 13.15 15.82 0.68774 13:52:00 24.0 116:962 12.94 16.03 0.66808 13:53:00 25.0 117.121 12.78 16.19 0.64772 13:54:00 26.0 117.279 12.62 16.35 0.62888 13:55:00 27.0 117.423 12.48 "16.50. 0.61093 13:56:00 28.0 117.553 12.35 16.63. 0.59375 13:57:00 29.0 117.662 12.22 16.75 .0.57772 3ROUND6URFACE ELEVATION WATER FLOW DIRECTION HI A H2 OWT D ITP INFLATABLE PACKERS PERFORATED PIPE\-x A&#xfd;--1111 SI1A IF, 41.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ."."-9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP- TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -123.5 FT PIPP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) .180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .129.9 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE --12.15 FT GZA IBORING. NO. /TrEST NO. MAW-63 T9....,.
PACKER TEST LOG_GZA GEOENVIRONMENTAL OF NEW YORK ChCl ent BORING NO !TEST NO MW-63 TIC0 440 NINTH AVENUE, 18th FLOOR Entergy SHEET A sO 1 NEWYORK,
.Indian Point Energy Cente FILE"NO 41.0017869.01 SCIENTISTS AN N ENGINEERS
.Buhana NYPROJECT LOCATION Indian Point 0 CONTRACTOR Aquifer Ddlling & Testing, Inc.FOREMAN Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 GROUND SURFACE EL(FT) 14.178 DATUM NGVD29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/10/0Ii GROUND WATER DEPTH 13.60 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH.I.D. OF DRILLING RODS 2 t INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED ..TI IME ' ELAPSED DEPTH TO CUMULATIVE RECOVERY Tl. IME, DEPTH UNDER ...INTERATEALF.T WATER RECOVERY..
RATE FROM /TO (rFT)! ./ .v(HR:MIN) (al MIN)P ...L: ) .(AHFT):. IAH/At) K 145.0-154.7'
.12:03:00 0.0 119.683 32.42 0.00 -L= 9.7 ft 12:04:00 1.0 120.115 31.99 0.43 0.43200.12:05:00
.2.0 120.360 31.74 0.68 0.33850 12:06:00 3.0 120.734 31.37 1.05 0.35033 12:07:00 4.0 120.979 31.12 1.30 0:32400 12:08:00 5.0 121.282 30.82 1.60 0.31980 12:09:00 6.0 121.570 30.53 1.89 0.31450 12:10:00 7.0 121.843 30.26 2.16 0.30857 12:11:00 8.0 122.117 29.98 2.43 0.30425 12:12:00 9.0 122.390. 29.71 2.71 0.30078 12:13:00 10.0 12i2.635 29.47 2.95 0.29520 12:14:00 11.0 .122.894 29.21 3.21 0.29191 12:15:00 12.0 123.139 28.96 3.46 0.28800 12:16:00 13.0 123.384 28.72 3.70 0.28469 12:17:00 14.0 123.629 28.47 3.95 0.28186 12:18:00 15.0 123.859 28.24 4.18 0.27840 12:19:00 16.0 124.090 28.01 4.41 0.27544 12:20:00 17.0 124.334 27.77 .4.65 0.27359 12:21:00 18.0 124.550 27.55 4.87 0.27039 12:22:00 19.0 124781 27.32 5.10 0.26832 12:23:00 20.0 124.997 27.10 5.31 0.26570 12:24:00 21.0 125.213 26.89 5.53 0.26333 12:25:00 22.0 125.400 26.70 5.72 0.25986 12:26:00 23.0 125.616 26.48 5.93 0.25796.12:27:00 24.0 125.818 26.28 6.13 0.25563 12:28:00 25.0 126.019 26.08 6.34 0.25344 12:29:00 26.0 126.206 25.89 6.52 0.25088 12.30:00 27.0 126.408 25.69 6.72 0.24907 12:31:00 28.0 126.610 25.49 6.93 0.24739 12:32:00 29.0 126.797 25.30 7.11" 0.24531 12:33:00 30.0 126.984 25.12 7.30 0.24337 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS I 0=1=H2 PERFORATED PIPE t D TP la-A A A , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER ANDASSEMBLY
.-15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65. FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 145.0 FT PIP-PACKER INFLATION PRESSURE (b PSI+ 50 PS -- 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -152.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 7 13.6 FT GZA IBoRINGNO. )TEST NO. MW-63 T10 4 PACKER TEST. LOG .t GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOJTEST NO MW-63 .T1 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of I NEW YORK, NEWVYORK.10001 Indian Point Energy Cente FILE NO : 41.0N17869:01 SCIENTISTS AND ENGINEERS Buchanan, ;NY PROJECT LOCATION ..;.: Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Ed Borner GZA ENG. Sara Covelli BORING COORDINATES
-N 462970.4209 E 604251.2759 GROUND SURFACE EL,(FT) 14.178 DATUM NGVD 29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/10/06 GROUND WATER DEPTH 13.2 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE...TESTED .......TIME ...ELAPSED DEPTH TO CUMULATIVE RECOVERY IF DEPTH UNDER ...INTERVAL TIME WATERFTr)
WATER :RECOVER:::.
' :RATE 155.0-164.7' 10:54:00 0.0 125.861 35.14 0.00 -L=9.7 ft 10:55:00 1.0 128.986 32.01 3.12 3.12500 10:56:00 2.0 131.665 29.34 5.80 2.90200 10:57:00 .3.0 134.042 26.96 8.18 2.72700 10:58:00 4.0 136.101 24.90 10.24 2.56000 10:59:00 5.0 137.859 23.14 12.00 2.39960 11:00:00 6.0 139.429 21.57 13.57 2.26133 11:01:00 .7.0 140.798 20.20 14.94 2.13386 11:02:00 8.0 141.979 "19.02 16.12 2.01475 11:03:00 9.0 143.002 18.00 17.14 1.90456 11:04:00 10.0 143.910 17.09 18.05 .1.80490 11:05:00 11.0 144.674 16.33 18.81 1.71027 11:06:00 12.0 145.308 15.69 19.45 1.62058 11:07:00 13.0 145.870 15.13 20.01 1.53915 11:08:00 14.0 146.331 14.67 20.47 1.46214 11:09:00 *15.0 146.734 14.27 20.87 1.39153 11:10:00 16.0 147.066 13.93 21.21 1.32531 11:11:00 17.0 147.340 13.66 21.48 1.26347 11:12:00 18.0 147.585 13.42 21.72 1.20689 11:13:00 19.0 147.772 13.23 21.91 1.15321 11:14:00 20.0 147.945 13.06 22.08 1.10420 11:15:00 21.0 148.075 .12.93 22.21 1.05781 GROUND SURFACE ELEVATION WATER FLOW DIRECTION I I+ A//=//H2 OWT&#xfd; 2-H1 II 1 D INFLATABLE PACKERS PERFORATED PIPE L!TP I k A.1 1 1. 1 ..1.IF BP 4 4 4 4 *1*LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D-- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -155.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50S PS-- 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGEAND GROUND SURFACE " --- 161.0 .FT 142- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.2 FT GZA ... :BORINGNO/
TEST:NO. MW-63T11
*PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.f/EST NO .:MW63 T12 4406 NINTH AVENUE, 18th FLOOR Entergy SHEET 'ot NEWIYORK, NEW YORK 10001 = Indian Point Energy Cete FILE NO .:-:::...
41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan,, NY P ROJECT LOCATION ..Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Ed Bomer GZA ENG. Sara Covelli BORING COORDINATES
' *GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 462970.4209 E 604251.2759 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH 14.178 DATUM NGVD 29 201 DATE START/END 11/10/06 13.12 (below grade) 1.83 FT ground to casing FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED TIME DEPTH TO; .CUMULATIVE RECOVERY: ITERVAL i TIME UNDER INTERVAL TIME WATER,(FT)
WATER RECOVERY RATE FROM/.TO (FT) (HR.MIN) (At MIN) K.(PT) LH FT) (AH/AI)165.0-174.7' 9:13:00 0.0 138.478 32.42 0.00 -L=9.7 ft 9:14:00 1.0 140.884 30.02 2.41 2.40600 9:15:00 2.0 143.017 27.88 4.54 2.26950 9:16:00 3.0 144.919 25.98 6.44 2.14700 9:17:00 4.0 146.576 24.32 8.10 2.02450 9:18:00 5.0 .148.060 22.84 9.58 1.91640 9:19:00 6.0 149.357 21.54 10.88 1.81317 9:20:00 7.0 150.496 20.40 .12.02 1.71686 9:21:00 8.0 151.490 19.41 13.01 1.62650 9:22:00 9.0 152.398 18.50 13.92 1.54667 9:23:00 10.0 153.148 17.75 14.67 1.46700 9:24:00 11.0 153.825 17.08 15.35 1.39518 9:25:00 12.0 154.416 16.48 15.94 1.32817 9:26:00 13.0 154.906 15.99 16.43 1.26369 9:27:00 14.0 155.353 15.55 .16:88 1.20536 9:28:00 15.0 155.728 15.17 17.25 1.15000 9:29:00 16.0 156.074 14.83 I 17.60 1.09975 9:30:00 17.0 156.333 14.57 17.86 1.05029 9:31:00 .18.0 156.578 14.32 18.10 1.00556 9:32:00 19.0 156.794 14.11 18.32 0.96400 9:33:00 20.0 156.967 13.93 18.49 0&92445 9:34:00 21.0 157.126 13.77 18.65 0.88800 9:35:00 22.0 157.256 13.64 18.78 0.85355 9:36:00 23.0 157.371 13.53 18.89 0.82143 9:37:00 24.0 157.472 13.43 18.99 0.79142 9:38:00 25.0 157.558 13.34 19.08 0.76320 9:39:00 26.0 157.645 13.26. 19.17 0.73719.9:40:00 27.0 157.688 13.21 19.21 0.71148 9:41:00 28.0 157.746 13.15 19.27 0.68814" 9:42:00 29.0 157.789 .13.11 19.31 0.66590' 9:43:00 30.0 157.818 13.08 19.34 0.64467-1+-- ~,- -______=1 GROUND SURFACE ELEVATION NATER FLOW DIRECTION H1 INFLATABLE PACKERS` A//=//WTH2 C D PERFORATED PIPE-F- --I L1 I TPI k A I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FO") -.. = 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -165.0 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSI) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 170.9 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 13.12 FT GZA IBORiNG NO. [TEST NO.::MW-63 T12 :
~PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK R Cient. BORINGNO.[TEST NO MW-63'T13:::
440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 .loft 1 NEWYORK, NEW YORK 10001 ian Point Energy Cy e FILE NO. 41.0017863.01 SCIENTISTS AND ENG-INEERS Buchanan, NY PROJECT LOCATION.....Indian Point. .CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Ed Borner GZA ENG. Sara Covelli BORING COORDINATES N 462970.4209 E 604251.2759 ,GROUND SURFACE EL(FT) 14.178 DATUM NGVD29 FINAL BORING DEPTH (FT) 201 DATE START/END 11/9/w GROUND WATER DEPTH 10.28 (below grade) 1.83 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH Ki:TESTED
::<: 7 ;.fiiME' "ELAPSED i DEPTH TO CUMULATIVE RECOVERY!;
.*."... i: ; :DEPTH UNDER ........INTERVAL
..WTIME WA-ER(..Fr):
WATER RECOVERY.
RATE FROM/TO (FT) .(HR:MIN)I (at MIN) (FT) (AN PT) 175.0-201 (bottom) 14:34:30 0.0 150.683 30.32 0.00 -L= 26.0 ft 14:35:00 0.5 154.719 26.28 4.04 8.07200 114:35:30 1.0 158.337. 22.66 7.65 7.65400.14:36:00 1.5 .160.932 20.07 10.25 6.83267 14:36:30 2.0 .162.864 18.14 12.18 6.09050 14:37:00 2.5 164.305 16.70 13.62 5.44880 14:37:30 3.0 165.387 15.61 14.70 4.90133.14:38:00 3.5 166.223 14.78 15.54 4.44000.14:38:30 .4.0 .166.843 14.16 16.16 4.04000 14:39:00 4.5 167.362 13.64 16.68 3.70644 14:39:30 5.0 167.680. 13.32 .17.00 3.39940 14:40:00 5.5 168.011 12.99 17.33 3.15055 14:40:30 6.0 168.285 12.72 17.60 2.93367 14:41:00 6.5 168.487 12.51 17.80 2.73908 114:41:30 7.0 168.660 12.34 17.98 2.56814 14:42:00 7.5 168.790 12.21 18.11 2.41427 14:42:30 8.0 168.905 12.10 18.22 2.27775 14:43:00 8.5 169.021 11.98 18.34 2.15741 14:43:30 9.0 169.107 11.89 18.42 2.04711 14:44:00 10.5 169.179 11.82 18.50 1.76152 14:45:00 11.5 169.280 111.72 18.60 1.61713 14:46:00 12.5 169.381 11.62 .18.70 *1.49584 14:47:00 13.5 169.439 11.56 18.76 1.38933 14:48:00 14.5 168.482 12.52 17.80 1.22752 14:49:00 15.5 169.525 11.48 18.84 1.21561 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE ---GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS VI=1 H2 0WT D tTP PERFORATED PIPE )r A A 4 4 4
* 4 .4 I BP 4 4 4 4 4 4 4 4 4
* 4 4 4 4 4 4 4 4 4 .4 4 4 4 4 F'LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -26.0 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY ' 4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -175.0 FT PIP- PACKER INFLATION PRESSURE (D PSI"+ 50 PS) -180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -181.0 FT 4H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -10.28 FT NOTE: Only the top packer was inflated for this test The interval tested here may be considered from 175.0' b/g to bottom of well.GZA IBORINGNO.:/TEST NO!: MW-63 T13 :
-.. ....PACKER TEST LOG, GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO !TEST NO ..SMW-66 TN 440 NINTH AVENUE, 18th FLOOR Entergy SHEET .: ... 1 of i NEWYORK, NEVVYORK 10001 Indian Point Energy Cente FILE NO -41.0017669.01 SCIENTISTS AND ENGINEERS Buchanan, .Y N PROJECT LOCATION .nIndian Poi CONTRACTOR Aquifer Ddlling & Testing, Inc.FOREMAN Dave Carter GZA.ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463147.3648 E 604409.1969 14.021 DATUM NGVD29 200 DATE START/END 1/4/07 11.86 (below grade) 1.87 FT ground to casing DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGENSUPPLY ULNE __._,-_.TESTED .....TIME E .LAPSED DEPTH-TO, UULTV RECOVERY'.~~~,.. ~~~DEPTH UNDER .. ..~ RCVR INTERVAL TIME :WATER RCVIR AE INTERVAL.
TIME WATER (FT) ...FROM/TO (FET) (HR.MIN)I (t MIN) K'.':(F-T):.
:'. l , (LH PT) (iAH/JAt)182.0-200' 14:00:00 0.0 142.152 44.78 ..0.00 L= 18.0 ft 14:01:00 1.0 149.040 37.90 6.89 6.88800 14:02:00 2.0 154.632 32.30 12.48 6.24000 14:03:00 3.0 159.144 27.79 16.99 5.66400 14:04:00 .4.0 .162.705 24.23 20.55 5.13825 14:05:00 5.0 165.517 21.42 23.37 4.67300 14:06:00 6.0 167.752 19.18 25.60 4.26667 14:07:00 7.0 169.453 17.48 27.30 3.90014 14:08:00 8.0 170.809 16.13 28.66 3.58213 14:09:00 9.0 171.847 15.09 29.70 3.29944 14:10:00 10.0 172.640 14.30 30.49 .3.04880 14:11:00 11.0 173.232 13.70 31.08 2.82545 1 14:12:00 12.0. ... 173.664 13.27 31:51 2.62600 14:13:00 13.0 173.982 12:95 31.83 2.44846 14:14:00 14.0 174.227 12.71 32.08 2.29107 14:15:00 15.0 174.414 12.52 32.26 2.15080 14:16:00 16.0 174.530 12.41 32.38 2.02363.14:17:00 17.0 174.645 12.29 32.49 1.91135 14:18:00 18.0 174.717 12.22 32.57 1.80917 14:19:00 19.0 .174.775 12.16 32.62 1-.71700 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION HI 1/=H H2 QWT D I TP INFLATABLE PACKERS PERFORATED PIPE-" L A F BF 1 .5. 1 .3.LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -18.0 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -182.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PS) " -180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE im16 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .-11.86 FT NOTE: Only the top packer was inflated for this test. The interval tested here may be considered from 182.0' b/g to bottom of well.GZA IBORING No, /TEST NO.MW-86T Ti GZA GEOENVIRONMENTAL OF NEW YORK Client BOR:NG NO TESTNO, MW-66 T2 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEWVYORK 10001 Ind... ian Point Energy Cente FILE NO. 41,0017869 01 SCIENTISTS AND ENGINEERS
.:..* Buchanan, NY PROJECT LOCATION Indian Poiri CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463147.3648 E 604409.1969 GROUND SURFACE EL.(FT) 14.021 .DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END 1/4/07 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 12.50 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTED'.:
r TIME ELAPSED DEPTH'TO( iCUMULATIVE RECOVERYY.....DEPTH.UNDE.........
:.......... "
INTERVAL;
...TIME ETHUDR WATERI.R.RECOVERY:.
RATE WATER (FT-)172.3-182.0 15:15:00 0.0 139.343 38.13 0.00 -L=9.7 ft 15:16:00 1.0 141.173 36.30 1.83 1.83000.15:17:00 2.0 142.830 34.64 3.49 1.74350 15:18:00 -3.0 144.371 33.10 5.03 1.67600 15:19:00 4.0 145.812 31.66 6.47 1.61725_15:20:00 5.0 147.138 30.33 7.80 1.55900 15:21:00 6.0 148.363 29.11 9.02 1.50333 15:22:00 7.0 149.530 27.94 10.19 1.45529.* 15:23:00 8.0 150.597 26.87 1-1.25 1.40675* 15:24:00 9.0 151.591 25.88 .12.25 .1.36089 15:25:00 10.0 152.528 24.94 13.19 1.31850'15:26:00 11.0 153.378 24.09 14.04 1.27591 15:27:00 12.0 154.185 23.29 14.84 1.23683"_15:28:00 13.0 .154.935 22.54 15.59 1.19938 15:29:00 .14.0 155.641 21.83 16.30 1.16414 15:30:00 15.0' 156.276 21.19 16.93 1.12887 15:31:00 .16.0. 156.881 20.59 17.54 1.09613 15:32:00 17.0 157.443 20.03 18.10 1.06471 15:33:00 18:0 157.962 19.51 18.62 1.03439 15:34:00 19.0 158.452 19.02 19.11 1.00574 15:35:00 20.0 158.899 18.57 19.56 0.97780 15:36:00 21.0 159.317 18.15 19.97 0.95114* 15:37:00 22.0 159.721 17.75 20.38 0.92627 15:38:00 23.0 160.081 17.39 20.74 0.90165* 15:39:00 24.0 160.413 17.06 .21.07 0.87792 15:40:00 25.0 160.716 16.75 21.37 0.85492-15:41:00 26.0 161.004 16.47 21.66 0.83312;15:42:00 27.0 161.278 16.19 21.94 0.81241 15:43:00 28.0 161.523 15.95 22.18 0.79214 15:44:00 29.0 161.754 15.72 22.41 0.77279 15:45:00 30.0 161.970 15.50 22.63 01.75423 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI 2 V/=//H2 MWT D INFLATABLE PACKERS PERFORATED PIPE 7T-11 A I ,'It BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) : ..-.I. .= 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND 'OP OF THE TEST ZONE .. 172.3 FT PIP- PACKER INFLATION PRESSURE (D PS1+ 50 PSi .- 180 PSI Hl -DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -177.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.50 FT GZA IBORING NO.:/TESTNO..
MW-6"T2
/PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO. MW-66 NM 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of.. .'l NEWVYORK, NEVVYORK 10001 Indian Point Energy Cente FILE NO 41&#xfd;0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NYPRJCLClON IdnPat CONTRACTOR
* Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463147.3648 GROUND SURFACE EL(FT) 14.021 FINAL BORING DEPTH (FT) .200 E 604409.1969 DATUM NGVD29 DATE START/END 1/4/07 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.01 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH) .. " -% ,'I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .. _..LVTESTED7
'. .TIME: E,.LAPISED I : ; I DEPTH TO CUMULATIVE RECOVERY DEPTH UNDER. ...............................
....... TIME.. ..........
.......: N :WATR ......EY AT INTERVAL TIM WATER RECOVER :RATE FROM / TO ( ET)I ;(HRMINI ( ,tIMIN) ..: (FT) .)I PT)> .: I IAHi( At)..162.3-172.0 16:37:00 0.0 " 130.052 37.45 0.00 -L= 9.7 ft 16:38:00 1.0 131.622 35.88 1.57 1.57000 16:39:00 2.0 133.033 34.47 2.98 1.49050 16:40:00 3.0 134.373 33.13 4.32 1.44033 16:41:00 4.0 135.583 31.92 5.53 1.38275 16:42:00 5.0 136.894 30.61 6.84 1.36840 16:43:00 6.0 137.801 29.70 7.75 1.29150 16:44:00 7.0 138.810 28.69 6.76 1.25114 16:45:00 8.0 139.746 27.75 9.69 1.21175 16:46:00 9.0 140.668 26.83 10.62 1.17956_ '16:47:00 10.0 141.504 26.00 11.45 .1.145201" 16:48:00 1.1.0 142.311 25.19 12.26 1.11445 16:49:00 12.0 143.046 24.45 12.99 1.08283 16:50:00 13.0 143.780 23.72 13.73 1.05600 16:51:00 14.0 144.429 23.07 14.38 1.02693 16:52:00 15.0 145.048 22.45 15.00 0.99973 16:53:00 16.0 145.639 21.86 15.59 0.97419" 16:54:00 17.0 146.201 21.30 .16.15 0.94994 16:55:00.
18.0 146.706 20.79 16.65 0.92522 16:56:00 " 19.0 147.196 20.30 17.14 0.90232 16:57:00 20.0 147.657 19.84 17.61 0.88025 16:58:00 21.0 148.118 19.38 18.07 0.86029 16:59:00.
22.0 148.521 18.98 18.47 0.83950 17:00:00 23.0 148.882 18.62 18.83 0.81870 17:01:00 24.0 149.228 18.27 19.18 0.79900 17:02:00 25.0 149.559 17.94 19.51 0.78028 17:03:00 26.0 149.862 17.64 19.81 0.76192 17:04:00 27.0 150.179 17.32 20.13 0.74544 17:05:00 28.0 150.438 17.06 20.39 0.72807 17:06:00 .29.0 150.683 .16.82 20.63 0.71141 17:07:00 30.0 150.943 16.56 20.89 0.69637&#xb6;t$-4 rr GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI W//=//H21'OWT D.TP INFLATABLE PACKERS PERFORATED PIPE I A IA BP I ,-in-LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY , -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -162.3 Fr..PIP- PACKER iNFLATION PRESSURE (D PSI+ 50 PS.)- 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -167.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.01 FT GZA IBORING.NO.ATEST.NO.
MW-66:T3
-PACKER TEST'LOG.GZA GEOENVIRONMENTAL OF NEW YORK Cient BORING NO.TEST NO ......MW-66 ..440 NINTH AVENUE, 18th FLOOR Entergy SHEET .1i.::-.<:.1 of 1:: NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO .~ 41 0017869 01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION :*:Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463147.3648
-E 604409.1969 GROUND SURFACE EL.(FT) 14.021 DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END
-15/07 GROUND WATER DEPTH 13.15 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED.BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .Q T .TESTED !
* TIME ELAPSED b' DEPTH TO CUMULATIVE RECOVERY INTERVAL>
DEPTH UNDER. .-INERA TIME WA~t~TER :: .WATER RECOVERY RATE FROMI/TO(&#xfd;FT), >(HR.MIN)
(,I (MIN)...........(FT)~
(,IH FT).. (AH/At)152.3-162.0 8:45:00 0.0 122.707 34.73 0.00 -L= 9.7 ft 8:46:00 1.0 123.787 33.65 1.08 1.08000 8:47:00 2.0 1243781 32.66 2.07 1.03700 8:48:00 3.0 125.702 31.74 3.00 0.99833 8:49:00 4.0 126.566 30.88 3.86 0.96475.8:50:00 5.0 127.402 30.04 4.70 0.93900 8:51:00 6.0 128.208 29.23 5.50 0.91683 8:52:00 7.0 128.971 28.47 6.26 0.89486 8:53:00 8.0 129.821 27.62 7.11 0.88925 8:54:00 9.0 130.412 27.03 7.71 0.85611 8:55:00 10.0 131.074 26.37 8.37 0.83670 8:56:00 11.0 131.722 25.72 9.02 0.81955 8:57:00 12.0 132.342 25.10 9.64 0.80292 8:58:00 13.0 132.932 24.51 10.23 0.78654 8:59:00 " 14.0 133.494 23.95 10.79 0.77050 9:00:00 15.0 134.027 23.41 11.32 0.75467 9:01:00 16.0. 134.546 22.90 11.84 .0.73994 9:02:00 17.0 -135.035 22.41 12.33 0.72518' 9:03:00 18.0 135.482 21.96 12.78 0.70972 9:04:00 19.0 .135.929 21.51 13.22 .0.69589 9:05:00 20.0 136.361 21.08 13.65 0.68270 9:06:00 21.0 136.764 20.68 14.06 0.66938 9:0 7:00 22.0 137.153 20.29 14.45 0.65664 9:08:00 23.0 137.528 19.91 14.82 0.64439.9:09:00 24.0 137.873 19.57 15.17 0.63192 9:10:00 25.0 138.219 19.22 15.51 0.62048 9:12:00 27.0 138.839 18.60 16.13 0.59748 9:14:00 29.0 139.429 18.01 16.72- 0.57662 9:16:00 31.0 139.948 17.49 17.24 0.55616 9:18:00 33.0 140.438 17.00 17.73 0.53730 9:20:00 35.0 140.884 16.56 18.18 0.51934 SROUND SURFACE ELEVATION WATER FLOW DIRECTION HI Ai H2 QWT.D INFLATABLE PACKERS PERFORATED PIPE I A TP L A p i'.BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) = 9.7 FT TP- TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -152.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+50 PS9 ) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -157.4 ,. FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE = 13.15 FT GZA IBORING No. /TEST NO. MW,66T4 PACKER T-EST LOG... .... ... ... .. ... ... .... ... ... ... .......P A CK. ....E R. ... .. ... ... ..... ... .. .... .. ... ..4 -I GZA GEOENVIRONMENTAL OF NEW YORK Client 40 NINTH AVENUE, 18th FLOOR Entergy NEW YORK, NEWVYORK 10001 Indian Point Energy Cente SCENTISTS AND ENGINEERS Buchanan, NY BORING NO. .: .-.iMW-66ST5 SHEET I ..".a of 1 FILE NO. .741.0017869101 PROJECT LOCATION ~Indian Point_I ,W CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter BORING COORDINATES N 463147.3648 GROUND SURFACE EL.(FT) 14.021.FINAL BORING DEPTH (FT) 200 E 604409.1969 DATUM NGVD 29 DATE START/END "11/5/07 GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 .INCH GROUND WATER DEPTH 12.40 (below grade) .1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY IUNE -TESTE .TIME ELAPSED' DEPTHTCo CUMULATIVE RECOVERY..~~~,~ M ~i. DEPTH UNDER RT TIMERL...
TI WAMER WATER RECOVERY .FROM/TO (.FT). (HR;MIN) .0 i:(tMIN):
(.. AFT) &H.T (AH/AI)142.3-152.0' 10:15:00 0.0 113.723 33.72 0.00 -L= 9.7 ft 10:16:00 1.0 114.270 33.17 0.55 0.54700 10:17:00 2.0 114.774 32.66 1.05 0.52550 10:18:00 3.0 115.249 32.19 1.53 0.50867 10:19:00 4.0 115.710 31.73 1.99 0.49675 10:20:00 5.0 116.199 31.24 2.48 0.49520 10:21:00 6.0 116.631 30.81 2.91 0.48467 10:22:00 7.0 117.077 30.36 3.35 0.47914 10:23:00 8.0 117.495 29.94 3.77 0.47150 10:24:00 .9.0 117.898 29.54 4.18 0.46389 10:25:00 10.0 118.301 29.14 4.58 0.45780 10:26:00 11.0 .118.690 28.75 4.97 0.45155 10:27:00 12.0 119.079 28.36 5.36 0.44633 10:28:00 13.0 119.439 28.00 5.72 0.43969 10:29:00 14.0 119.827 27.61 6.10 0.43600 10:30:00 15.0 120.173 27.27 6.45 0.43000 10:31:00 16.0 120.533 26.91 6.81 0.42563 10:32:00 17.0 120.864 26.57 7.14 .0.42006 10:33:00 18.0 121.210 26.23 7.49 0.41594 10:34:00 19.0 121.541 25.90 7.82 0:41147 10:35:00 20.0 121.872 25.57 8.15 .0.40745 10:36:00 21.0 122.189 25.25 8.47 0.40314 10:37:00 22.0 122.506 24.93 8.78 0.39923 10:38:00 23.0 122.794 24.64 9.07 0.39439 10:39:00 24:0 123.096 24.34 9.37 0.39054 10:40:00 25.0 123.384 24.05 9.66 0.38644 10:41:00 26.0 123.672 23.77 9.95 0.38265 10:42:00 27.0 123.946 23.49 10.22 0.37863 10:43:00 28.0 124.219 23.22 10.50 0.37486 10:44:00 29.0 124.478 22.96 10.76 0.37086 10:45:00 30.0 124.738 22.70 11.02". 0.36717 I/I=I/=II=//=4J
/GROUND SURFACE ELEVATION WATER FLOW DIRECTI'ON HI ,I L ;11=H H2 OWT D INFLATABLE PACKERS PERFORATED PIPE-Er-TP I k A r--q]-.BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (F"T ) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -142.3 FT PIP- PACKER INFLATION PRESSURE (D Psi+ so PS 180 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 147.4 PFT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE, -12.40 FT GZA IBORING iNO. /TEST:.NO.
:MW-66 T5 U PACKER TEST LOG GZA GEOENIRAONMENTAL OF NEW YORK BORING NO./TEST NO M::-66 i TB 440 NINTH AVENUE, 18th FLOOR i Entergy SHEET _________-__T_-=_.
-N.EW YORK, ,NEW .WYORI.K.1 0001 Indian PointEnergy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point 3ONTRACTOR Aquifer Drilling & Testing, Inc.-OREMAN Dave Carter 3ZA ENG. Sam Covelli BORING COORDINATES N 463147.3648 E 604409.1969 GROUND SURFACE EL.(FT) 14.021 DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END 1/5/07 GROUNDWATER DEPTH 12.10 (belowgrade) 1.87 FT gmund to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH TESTED. ,. .,TIME ..APSED DEPTHTO...
PUMPING VSPECIFIC DEPTH UNDER N A :. .i.:.:". .INTERVAL TIME WATERTIMET)
WATER DRAWDOWN RATE : I iCAPACITYI FROM/&#xfd;TO):(,FT).
<HR:MIN:SEC)
I(atMIN) ~ (F) TER)(gl/inFT)vt 131.0-140.7 11:38 0 104.727 31.60 19.498 2.500 0.128 L= 9.7 ft 11:39 1 104.655 31.67 19.57 2.500 0.128 11:40 2 104.641 31.68 19.584 2.500 0.128 11:41 3 104.742 31.58 19.483 2.500 0.128* 11:42 4 104770 31.58 19.455 2.500 0.129 11:43 5 104.770 31.56 19.455 2.500 -0.129_ _ 11:44 6 104.770 31.56 19.455 2.500 0.129 I i:45 7 104.727 31.80 19.498 2.500 0.128 11:46 8 104.699 31.63 19.526 2.500 0.128" 11:47 9 104.670 31.66 1555 2.500 0.128 1148 10 104.7 31.70 19.598 2.500 0.128 11:49 11 104.627 31.70 19.598 2.500 0.128 FLOW RATE PACKER INFLATION PRESSURE I FLW AT NITROGEN SUPPLY LINE p GROUND SURFACE ELEVATION/
WATER FLOW DIRECTION H2 D HI 11:50 12 104.627 I31.70 I19.598 2.500 0.128 10.2 1 317 1_ 1959 2.50 0.12 11:51 13 104.598 1 31.73 1 19.627 2.500 0.127 W I F I 4 I 4 + +11:52 14 104.612 1 31.71 19.613 2.500 0.127 11:53 15 104.627 31.70 1598 2.500 ..0.128 11:54 16 104.627 31.70 19.598 .2.500 0.128 11:55 17 104627 31.70 19.598 2.500 0.128 11:56 18 104.612 31.71 19.613 2500 0.127 11:57. 19 104.627 31.70 19.598 2.500 0.128 11:58 20 104.612 31.71 19.613 2.500 0.127 11:59 21 104.598 31.73 19.627 2.500 0.127 12:00 22 104.612 31.71 19.613 2.500 0.127 12:01 23 104.612 31.71 19.613 2.500 0.127 12:02 24 104.627 31.70 19.598 2.500 0.128 12:03 25 104.627 31.70 19.598 2.500 0.128 12:04 26 104.627 131.70 19.598 2.500 0.128 12:05 27 104.612 31.71 .19.613 2.500 0.127 12:06 28 104.627 31.70 19.598 2.500 0.128 12:07 29 104.598 31.73 19.627 2.500 0.127 12:08 30 104.612 31.71 19.613 2.500 0.127 INFLATABLE PACKERS PERFORATED PIPE T TP L JA&#xfd;&#xfd;p p BP 12:09 31 104.627 1 31.70 19.598 I 2.500 0.128 19... .. .. ...0 .L LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE --131.0 FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 PS) -170 PSI-.H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = .136.325 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.10 FT GZA .IBORING:
NO.:/TEST:
NO. MW.-66T6 PACKER TESTLOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOJiTEST NO. MW-66 T7 440 NINTH AVENUE, 18thFLOOR Entergy SHEET 1 of I NEWYORK, NEVYORK:10001 Indian Point Energy Cente FILE NO 41001786901 SCIENTISTS AND ENGINEERS Buchanan, .y PROJECT LOCATION Indian Point CONTRACTOR
.. Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463147.3648 E 604409.1969
.14.021 DATUM NGVD 29 200 DATE START/END 1/5/07 11.35 (below grade) 1.87 FT ground to casing I)DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TETD TIME ELAPSED DEPTH TO CUMULATIVE IRE. COV IERY..~ ,DEPTH UNDER INTERVAL TIME WATER (FT) WATER RECOVERY RATE FROM/ TO I.FT). (HR.MINI (&tmIN) _____ (FT) (AH FT) (AH/At)109.0-118.7' 13:42:30 0.0 85.765 26.44 0.00 -L= 9.7 ft 13:43:00 0.5 88.325 25.88 2.56 5.12000 13:43:30 1.0 91.447 22.76 5.68 5.68200 13:44:00 ' 1.5 93.950 20.26 8.19 5.45667 13:44:30 2.0 95.935 18.27 10.17 5.08500 13:45:00 2.5 97.504 16.70 11.74 4.69560 13:45:30 3.0 98.755 15.45 12.99 4.33000 13:46:00 3.5 99.676 14.53 13.91 3.97457 13:46:30 4.0 100.381 13.83 14.62 3.65400 13:47:00 4.5 100.943 13.26 15.18 3.37289 13:47:30 5.0 101.389 12.82 15.62 3.12480 13:48:00
* 5.5 101.720 12.49 15.96 2.90091 13:48:30 6.0 101.964 12.24 16.20 2.69983 13:49:00 6.5 102.166 12.04 16.40 2.52323 13:49:30 7.0 102.295 11.91 16.53 2.36143 13:50:00 7.5 102.410 11.80 16.65 2.21933 13:50:30 8.0 102.526 11.68 16.76 2.09513 13:51:00 8.5 102.569 11.64 16.80 1.97694 13:51:30 9.0 102.626 11.58 16.86 1:87344 13:52:00 9.5 102.669 11.54 16.90 1.77937 13:52:30 10.0 102.713 11.49 16.95 1.69480 13:53:00 10.5 102.727 11.48 16.96 1.61543 GROUND SURFACE ELEVATION VATER FLOW DIRECTION HI*1 C H2 WVT D 0e INFLATABLE PACKERS PERFORATED PIPE-Li---TP A I I I BP LEGEND:. A -TOTAL LENGTH OF TEST SECTION (F0) -9.7 FT.TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY ---- 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65
* FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -109.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+50 PSI) 180 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -114.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -11.35 FT GZA MW-66T7 PACKER: TEST LO G.C GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-66 T8 440 NINTH AVENUE, 18th FLOOR -Entergy SHEET jl'of i NEW YORK, NEWVYORK.10001 Energy Cente FILE NO. 41&#xfd;0017869.01 SCIENTISTS AND ENGINEERS B :chanan, NY PROJECT.LOCATION i Indian  CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES IN 463147.3648 E 604409.1969 GROUND SURFACE EL(FT) 14.021 DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END 115107 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 11.62 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)ID. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE"NITROGEN SUPPLY UNE p TESTED .. TIME E IELA .PSED... I. .... ..DEPTH TO CUMULATIVE RE ECOV ERY~. ~DEPTH UNDER.INTERVAL
:i WATERME()ArE ) WATER RECOVERY RATE:FROMTO ( FT) (HRRMIN) (At MIN),;-;:- , .(FT) .(tHFT) (a(i, t).97.3-107.0' 14:40:00 0.0 70.825 31.85 0.00 -L= 9.7 ft 14:41:00 1.0 71.199 31.48 0.37 0.37400 14:42:00 2.0 71.558 31.12 0.73 0.36650 14:43:00 3.0 71.875 30.80 1:05 0.35000 14:44:00 4.0 .72.205 30.47 1.38 0.34500 14:45:00 5.0 72.507 30.17 1.68 0.33640 14:46:00 6.0 72.809 29.87 1.98 0.33067 14:47:00 7.0 73. 125 29.55 2.30- 0.32857 14:48:00 8.0 73.427 29.25 2.60 0.32525 14:49:00 9.0 " 73.700 28.98 2.88 0.31944 14:50:00 10.0 73.988 28.69 .3.16 0.31630 14:51:00 11.0 74.247 .28.43 3.42 0.31109 14:52:00 12.0 74.506 28.17 3.68 0.30675"14:53:00 13.0 74.793 27.89 3.97 0.30523 14:54:00 14.0 75.066 27.61 4.24 0.30293 14:55:00 15.0 75.325 27.35 4.50 .0.30000 14:56:00 16.0 75.570 27.11 4.74 0.29656 14:57:00 .17.0 75.828 26.85 5.00 0.29429 14:58:00 18.0 76.058 26.62 5.23 0.29072 14:59:00 19.0 76.303 26.38 5.48 0.28832 15:00:00 20.0 76.547 26.13 .5.72 0.28610 15:01:00 21.0 76.777 25.90 5:95 0.28343 GROUND SURFACE ELEVATION WATER FLOW DIRECTION Hl H2 QWT INFLATABLE PACKERS PERFORATED PIPE A"'TP I A A.1 .1. 4 & 4 v Bp I 4 4. 4 4 4 4 4 .4. 4 4 4 4 4 .4. 4 4 I , 4 4 4 4* 4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 15.7 Fr BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -97.3 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) 180 "PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -102.7 Fr H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -11.62 FT GZA FBORING ;NO.'/TEST NO. ::MW-66 TBS
.....................
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEWYORK CIent :BORING NOJTEST NO MW-66 T9 440 NINTH AVENUE, 18th FLOOR : Entergy SHEET I lo i NEWYORK, NEVVYORK 10001 --Indian Point Energy Cente FILE NO. 41,0017869,01 SCIENTISTS AND ENGINEERS
-.cannNYPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inm.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463147.3648 E 604409.1969 GROUND SURFACE EL.(FT) 14.021 .DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END 1/8/07 GROUND WATER DEPTH 12.70 (below grade) .1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED\ .: TIME , ELAPSED DEPTH TO .CJIMULATII .VF ~RECOVE RY DEPTH.UNDER
..~INTERVAL T? , IME v&#xfd;-F (&#xfd; .. WATER RECOVERY (:RATE FROM/ TO (PFT) :(HR.1411) r(tMN. :.......(PT) (IH P-T) (aN/lit)84.0-93.7' 8:52:00 0.0 52.961 43.57 0.00 -L= 9.7 ft 8:53:00 1.0 54.412 42.11 1.45 1.45100 8:54:00 2.0 55.763 40.76 2.80 1.40100 8:55:00 3.0 57.042 39.48 4.08 1.36033 8:56:00 4.0 58.249 38.28 5.29 1.32200 8:57:00 5.0 59.370 37.16 6.41 1.28180 8:58:00 6.0 60.433 36.09 7.47 1.24533 8:59:00. 7.0 .61.439 35.09 8.48 1.21114 9:00:00 8.0 62.402 34.12 9.44 1.18013 9:01:00 9.0 63.307 33.22 10.35 1.14956 9:02:00 10.0 64.141 32.39 11.18 1.11800 9:03:00 11.0 64.960 31.57 12.00 1.09082 9:04:00 12.0 65.708 30.82 12.75 1.06225 9:05:00 13.0 66.426 30.10 13.47 1.03577 9:06:00 14:0 67.102 29.42 14.14 1.01007 9:07:00 15.0 67.734 28.79 14.77 0.98487 9:08:00 16.0 68.338 28.19 15.38. 0.96106 9:09:00 17.0 68.884 27.64 15.92 0.93665 9:10:00 18.0 69.416 27.11 16.46 0.91417 9:11:00 19.0 69.905 26.62 16.94 0.89179 9:12:00 20.0 70.351 26.18 17.39 0.86950 9:13:00 21.0 70.782 25.74 17.82 0.84862 9:14:00 22.0 *71.185 25.34 18.22 0.82836* _ "9:15:00.
23.0 712573 2 18.61 0.80922 9:16:00 24.0. 71.932 24.59 18.97 0.79046 9:17:00 25.0 72.263 24.26 19.30 0.77208 9:22:00 30.0 73.657 22.87 20.70 0.68987 9:27:00 35.0 74.606 21.92 21.65 0.61843 9:32:00 40.0 .75.325 -.. 20 22;36 0.55910*t~ tt1 T GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 OWT D INFLATABLE PACKERS PERFORATED PIPE TP IF A A BP I I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .. 9.7 FT TP.- TOTAL LENGTH OF TOP PACKER AND ASSEMBLY = 15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT ID -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -84.0 FT PIP- PACKER INFLATION PRESSUJRE (D' PSI+ 50 PSI) 175 PSI HI- DISTANCE BETWEEN WATER PREiSSURE GAUGE AND GROUND SURFACE -96.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.70 FT GZA IBORING.:NO.
rrEST NO. MW-66 T9:
:PACKER TEST LOG GZA:GEOENVIRONMENTAL OF NEW YORK li ent -BORING NO /TEST NO. MW-66 T10 440 NINTH AVENUE, 18th FLOOR Entergy SHEET lintl NEWYORK, NEVVYORK 10001 Indian Point Energy Cente FILE NO. 410017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point.CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463147.3648 E 604409.1969 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPT-14.021 DATUM NGVD 29 200 DATE START/END 1/1907 12.60 (below grade) 1.87 FT ground to casing-I) ..I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE r>1 TESTEDm.:
.. t'i 'ELAPSED : .CIMULATivEn
... ....... ...... ... = x ! ..........
... 1 DEPTH'UNDER.....
..INTERVAL.
TIME WTE:(T WATER: RECOVERY:v RATE KFROM /TO FC ) FT ' .H.:.(HRMIN): .i .MIN .' ... , : (f&#xfd;O. l( ) (LH ! FT 63.3-73.0-10:24:00 0.0 34.805 33.96 0.00 -L= 9.7 ft 10:25:00 1.0 35.135 33.63 0.33 0.33000 10:26:00 2.0 35.466 33.30 0.66 0.33050 10:27:00 3.0 35.767 33.00 0.96 0.32067 10:28f00 4.0 36.040 32.73 1.24 0.30875 10:29:00 :. 5.0 36.342 32.43 1.54 0.30740 10:30:00 6.0 36.629 32.14 1.82 0.30400 10:31:00 7.0 36.859 31.91 2.05 0.29343_ _ 10:32:00 8.0 37.189 31.58 2.38 0.29800 10:33:00 9.0 37.462 31.31 2.66 0.29522* 10:34:00 10.0 37.735 31.03 2.93 0.29300 10:35:00 '11.0 37.979 30.79 3.17 0.28855 10:36:00 12.0 38.252 30.52 3.45 0.28725 10:37:00 13.0 38.510 30:26 3.71 0.28500* 10:38:00 14.0 38.754 30.02 3.95 0.28207.10:39:00 15.0 38.998 29.77 4.19 0127953 10:40:00 16.0 39.257 29.51 4.45 0.27825 10:41:00 17.0 39.487 29.28 4.68 0.27541"M10:42:00 18.0 39.731 29.04 4.93 0.27367 10:43:00 19.0 39.961 28.81 5.16 0.27137 10:44:00 20.0 .40.205 28:56 5.40 0.27000 10:45:00 21.0 40.435 28.33 5.63 0.26810 10:46:00 22.0 40.650 28.12 5.85 0.26568 10:47:00 23.0 40.880 27.89 6.08 0.26413 10:48:00 24.0 41.095 27.67 6.29 0 0.26208 10:49:00 25.0 41.311 27.46 6.51 0.26024 10:50:00 26.0 41.526 27.24 6.72 0.25850 10:51:00 27.0 41.742 27.03 6.94 0.25693 10:56:00 32.0 42.761 26.01 7.96 0.24863 11:01:00 37:0 43.695 25.07 8.89 0.24027 I/=I=I/=/I=1/=i 3ROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS I + wi=ii H2 OWT iv V D PERFORATED PIPE TP L, 1 IA BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -63.3 FT PIP- PACKER INFLATION PRESSURE (D PSI + 50 PSi) -180 PSI H1 DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 68.8 .FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.60 FT GZA IBORING NO./TEST NO:MW.-66T10 PACKER TEST LOG ..GZA GEQENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-66 Ti l.440 NINTH AVENUE, 18th FLOOR Entergy. SHEET ___1__of __1 NEWYORK, NEWYORK 10001 Indian Point Energy Cente *: FILE NO 41 00176A39.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION .Indian Point.CONTRACTOR Aqwifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463147.3648 , E 604409.1969 8 GROUND SURFACE EL.(FT) 14.021 DATUM NGVD 29 FINAL BORING DEPTH (FT) 200 DATE START/END 1/9/07 GROUND WATER DEPTH 12.15 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 .INCH*TESTED TIME EiLAPSED :>EPTH T O. :CUM .U .LAT .IVE. RECOVERY~.................
<DEPTH.UNDER...................
~INTERVAL%
.TIME: .WATER (F*)K .WATER. RECOVERY..
RATE.FROM/Ti"TO(FT)
.H'HR&#xfd;MIN) " .( MIN) , (F) I&H (I H/At): 53.0-62.7' 11:43:00 0.0 24.540 33.97 0.00 -L= 9.7 ft 11:44:00 1.0 25.257 33.25 072 0.71700 11:45:00 2.0 25.889 32.62 1.35 0.67450 11:46:00 3.0 26.521 31.99 1.98 0.66033 11:47:00 4.0 27.152 31.35 2.61 0.65300 11:48:00 5.0 27.741 30.77 3.20 0.64020 11:49:00 6.0 28.330 30.18 3.79 0.63167* 11:50:00 7.0 28.890 29.62 4.35 0.62143 11:51:00 8.0 29.435 29.07 4.90 0.61188 11:52:00 9.0 29.952 28.55 5.41 0.60133 11:53:00 10.0 30.469 28.04 5.93 0.59290 11:54:00 11.0 30.986 .27.52 6.45 0.58600 11:55:00 12.0 31.474 27.03 6.93 0.57783 11:56:00 13.0 31.948 26.56 7.41 0.56985 11:57:00 14.0 32.422 26.08 7.88 0.56300_ 11:58:00 15.0 32.881 25.63 8.34 0.55607 11:59:00 16.0 33.326 25.18 8.79 0.54913 12:00:00 17.0 33.743 24.76 9.20 0.54135 12:01:00 18.0 34.159 24.35 .9.62 0.53439 12:02:00 19.0 34.575 23.93 10.04 0.52816 12:03:00 20.0 34.963 23.54 10.42 0.52115 12:08:00 25.0 36.772 21.73 12.23 0.48928 12:13:00 30.0 38.323 20.18 13,78 0.45943 12:18:00 35.0 39.688 18.82 15.15 0.43280 12:23:00 40.0 40.851 17.66 16.31 0.40778 12:28:00 45.0 41.828 16.68 17.29 0.38418 12:33:00 50.0 42.661 15.85 18.12" 0.36242 12:38:00 55.0 43.393- 15.11 M1885 0.34278 12:43:00 60.0 44.011 14.50 19.47 0.32452 12:48:00 65.0 44.514 13.99 19.97 0.30729 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE r GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION k ;H2 O;WT HI D INFLATABLE PACKERS PERFORATED PIPE)RT A"" TP A AI BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) 9.7 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT SP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -4.65 IFT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -53.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi .180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -58.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.15 FT GZA IBORING No:&#xa3;iTEST-NO.aMW-66 TII PACKER TEST LOG >. ~GZA GEOENVIRONMENTAL OF NEW YORK C. BORING NOITEST NO. -MW-66 T12 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I ofl.1.: -.NEWYORK, NEWYORK 10001 Indian Point Energy Cente .. FILEN. N -:41,00178869,01 SCIENTISTS AND ENGINEERS Buchanan, N ..PROJECT LOCATION Indian:Point.
CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter BORING COORDINATES N .463147.3648 GROUND SURFACE EL.(FT) 14.021 FINAL BORING DEPTH (FT) 200 E 604409.1969 DATUM NGVD 29 DATE STARTIEND 118/07 SZA ENG.Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 11.25 (below grade) 1.87 FT ground to casing (STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH TESTED TIME ELAPSED DEPTH TO P I UMPI I NG SPECIFIC DEPTH UNDER INTERVAL TIME .WATER (PT) WATER. DRAWDOWN RATE CAPACITY FROM /TO (FT) (HR:MIN:SEC) (At MINI (T) (AH PT) (galimin). (gpR): 38.0-52.0 13:54 0 28.114 19.69 8.436 3.800 0.450 L= 24.0 ft 13:55 1 28.114 19.69 8.436 3.800 0.450 13:56 2 28.057 19.74 8.493 3.800 0.447 13:57 3 19.74 8.493 3.800 0.447 13:58 4 28.042 19.76 8.508 3.800 0.447 13:59 5 28.014 19.79 .8.536 3.800 0.445 14:00 6 28.014 19.79 8.536 3.800 0.445 14:01 7 28.014 19.79 8.536 3.800 0.445 14:02 8 27.999 19.80 8.551 3.800 0.444 14:03 9 28.028 19.77 8.522 3.800 0.446 14:04 10 28.014 19.79 8.536 3.800 0.445 14:05 11 28.014 19.79 8.536 3.800 0.445 14:06 12 27.999 19.80 8.551 3.800 0.444 14:07 13 28.014 19.79 8.536 3.800 0.445 14:08 14 28.028 19.77 8.522 3.800 0.446 14:09 15 .. 28.042 19.76 8.508 3.800 0.447 14:10 16 28.014 19.79 8.536 3.800 0.445 14:11 17 27.999 19.80 8.551 3.800 0.444 14:12 18 28.014 19.79 8.536 3.800 0.445 14:13 19 28.014 19.79 8.536 3.800 0.445 14:14 20 27.999 19.80 8.551 3.800 0.444 14:15 21 27.999 19.80 8.551 3.800 0:444 14:16 22 28.014 19.79 8.536 3.800 0.445* 14:17 23 28.071 19.73 8.479 3.800 0.448 14:18 24 28.014 19.79 8.536 3.800 0.445 14:19 25 28.014 19.79 8.536 3.800 0.445 14:20 26 27.999 19.80 8.551 3.800 0.444 14:21 27 28.014 19.79 8.536 3.800 0.445 14:22 28 28.100 19.70 8.45 3.800 0.450_ _ 14:23 29 219.79 8.536 3.800 0.445 14:24 30 28.014 19.79 8.536 3.800 0.445 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p n-I-I ~Ii GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 INFLATABLE PACKERS A H2;wi D PERFORATED PIPE TP I-A (I bF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ...24.0 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -15.7 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --- 4.65 .FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -38.0 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -175 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -47.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -11.25 FT NOTES: The tested interval begins at the bottom of the well casing (38.0' b/g) and ends at 52.0' big. Only the bottom packer was inflated for this interval.GZA IBORING. NO.TEST:NO.
MWB-T12..
'
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK .Client BORING NOTiEST NO .MW-67 TI 440 NINTH AVENUE, 18th FLOOR .. Entergy SHEET 1 ofaIl NEWYORKT NEWYORK 10001 Indian Point Energy Cente FILENO :N : :. : 41.001786o.01 SCIENTISTS AND ENGINEERS Buchanan-NY. PROJECTLOCATION
: I. ndianP int.0 CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dave Carter lSara Covelli BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 347.9 DATUM NGVD29 DATE START/END 8f7107 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.17 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED. .TIME <ELAPSED DPHUERDEPTH TO. CUMULATIVE RECOVERY INTERVAL .. :!i i : : .DEPTH UNDER ... .. ...INTERVAL TIME WATER() WE RECOVERY RATE FROM/TO (FT) ____RIN_ (At MIN) :: .(FTi) *( .FT) (dN1t 331.1-349.75' 11:34:00 0.0 274.770 23.18 0.00 -L= 18.65 ft 11:35:00 1.0 281.164 16.79 6.39 6.39400 11:36:00 2.0 282.960 14.99 8.19 4.09500 11:37:00 3.0 283.751 14.20 8.98 2.99367 S11:38:00 4.0 284.074 13.88 9.30 2.32600 11:39:00 5.0 .284.254 13.70 9.48 1.89680 11:40:00 6.0 '284.397 13.55 9.63 1.60450 11:41:00 7.0 284.433 13.52 9.66 1.38043 11:42:00 8.0 284.469 13.48 9.70 11:43:00 9.0 284.505 13.45 9.74 1.08167 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 I i&=/H2 OWT D INFLATABLE PACKERS PERFORATED PIPE__-77 I k=TP F A I&#xb8;BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -18.65 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 19,9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY = 3.85 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -331.1 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi -220-410 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGEAND GROUND SURFACE = 298.0 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.17 FT NOTE: Only the top packer was inflated for this test The interval tested here may be considered from 331.1' big to bottom of well.GZA .IBORING NO. /TEST NO. :MW-67 Ti I ~O I ~ ~GZA GEOENVIRONMENTAL OF NEW YORK Ci BORING NO./TEST NO. MW.67 TiCH 440 NINTH AVENUE, 18th FLOOR Entergy SHEET_______________
NEWEYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41.001786901 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION I.dian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.8 BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH N 463127.0611 14.356 DATUM NGVD 29 347.9 DATE START/END 8/7/07 13.17 (below grade) Casing is 0.15 t above ground.E 604426.6654 3 INCH H)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p.TESTED : TIME ELAPSED DEPTH UNE ETOH PUMPING V SPECiFIC~.DEPTH vA :;;
......INTERVAL / ..OTIME WATR R(FI) WATER DRAWDOWN RPATE CAPACITY FROM /;TOIFT) (HR:MINSEC)
:. (Lt MIN) .(FT)~ (nH FT) (gau)~ (gpn')i 331.1-349.75' 12:17 0 275.489 2246 9.291 i.500 0.161 L= 18.65 ft 12:18 275.525 2243 9.255 1.500 0.162.12:19 2 275.453 22.5 93277 1.500 0.161 12:20 3 275.453 22.50 9.327 1.500 0.161 12:21 4 275.381 22.57 9.399' 1.500 0.160 12:22 5 275.381 22.57 9.399 1.500 0.160 12:23 6 275.417 22.53 9.363 1.500 0.160 12:24 7 275.453 22.50 9.327 1.500 0.161 12:25 8 275.201 2275 9.579 1.500 0.157 12:26 9 275.273 22.68 9.507 1.500 0.158 12:27 10 275.309 22.64 9471 1.500 0.158 12:28 11 275.237 22.71 9.543 1.500 0.157 GROUND SURFACE ELEVATION WATER FLOW DIRECTION A H2 OWT D HI 12:29 12 275.309 22.64 9.471 1.500 0.158 12:29 22.64 9.471 1500 0158 12:30 13 275.453 22.50 9.327 1.500 0.161 12:31 14 275.237 22.71 59.43 1.500 0.157 12:32 15 275.130 22.82 9.65 1.500 0.155 12:33 16 275.23 22.1 9.543 1.500 0.157 12:34 17 275.273 22.68 9.507. 1.500 0.158 12:35 18 275.166 22.78 614 1.500 0.156 12:36 19 275.417 22.53 9.363. 1.500 0.160 12:37 20 275.309 22.64 9.471 1.500 0.158 12:38 21 275.237 22.71 9.543 1.500 0.157 12:39 22 275.237 22.71 9.543 1.500: 0.157 12:40 23 275237 22.71 9.543 1.500 0.157 12:41 24 275.201 122.75 9.579 1.500 .0.157.12:46 29 275.201 22.75 .579 -1.500 0.157 12:51 34 275.094 22.86 9.686. I 1.500 0.155 12:56 39 275.130 22.82 9.65 1.500 0.155 INFLATABLE.PACKERS PERFORATED PIPE 77-1 TP k A.BP F t .1. F .I.. I 9 a a aI. I. " LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -18.65 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 19. " 16.9 FT.BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY , 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -331.1 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSQ) -220-410 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE ..298.0 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.17 FT GZA IBORING. NO:. TEST NO..MVW.67TI CH:
.......................
PACKER TEST LOG , GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO MW-67 T2 440 NINTH AVENUE, 18th FLOOR -Entergy .SHEET -1 of 1 NEWVYORK, NEWVYORK 10001 -Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY , PROJECT LOCATION Indian Point 0 CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dave Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 347.9 DATUM NGVD29 DATE START/END 8/7/07 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.75 (below grade) .. Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.b. OF DRILLING RODS 2 INCH TESTED TI"ME , ELAPSED EDEPTH : O CUMULATIVE
.RECOVERY.DEPTH UNDER INTERVAL TIME WATER LFlr) ,WATER RECOVERY RATE FROM /iTo (FT) .(HR.MIN) at MIN) ' (FT) (AH FT) (AHIAt)324.1 -338.9 14:09:30 0.0 268.198 22.50 0.00 -L= 14.8 ft 14:10:00 0.5 272.328 18.37 4.13 8.26000 14:10:30 1.0 274.088 16.61 5.89 5.89000 14:11:00 1.5 274.986 15.71 6.79 4.52533_ _ 14:11:30 2.0 275.632 15.07 7.43 3.71700 14:12:00 3.0 276.351 14.35. 8.15 2.71767 14:13:00 4.0 276.710 13.99 '8.51 2.12800 14:14:00 5.0 276.854 13.85 8.66 1.73120 14:15:00 6.0 276.961 13.74 8.76 1.46050_14:16:00 7.0 277.033 13.67 8.84 1.26214 14:17:00 8.0 277.069 13.63 8.87 1.10888 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPP LY LINE_.11=11=/I=11=1?=, GROUND SURFACE ELEVATION WATER FLOW DIRECTION 11=ll 2I QWT H1 D INFLATABLE PACKERS PERFORATED PIPE k, TP A I I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -324.1 FT PIP- PACKER INFLATION PRESSURE (D PSI so 50 PSI) = .250-410 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -290.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.75 FT NOTES: Excessive interconnectivity observed between test zone and below the test zone. Test was stopped after drawdown and recovery.GZA .IBORINGJNO./TEST NO. MW-67.T2
~PACKERJEST LOG GZA GEOENVIRONMENTAL OF NEW YORK O R KO R I NG.T Cliet B EST NO MW-67 T2A CH 440 NINTH AVENUE, 18th FLOOR EntergyI SHEET I_____oft___
NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 410017869061 S CIENTISTS AND ENGINEERS BPhna YROJECT LOCATION Indian Pointi:~ N~ 'K ii '~ l;i~ ~i :&#xa3; ,i~ ==!i=!:)::i::ii!!::=:
=:'!:"i i~r ; = =.
=~CONTRACTOR Aquifer Drilling & Testing; Inc.FOREMAN Dave Carter GZA ENG. -Sara Covelli BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END
.8/8/07 GROUND WATER DEPTH 13.46 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE r TESTED::.
TIME I.ELAPSEb' DEPTH TO PUMPING SPECIFIC+! :.:: ," :. .: , DEPTH UNDER ..INEVL IE WATER (FT): WATER DRWON RATE CAPACITY FROM/ITO: ) (FT)' (HR:MIN:SEC) (At MIN) , (F 'i ,;(&AHFT)=;: (gal/min)
.. .A(gpriifI) 319.6 -334.4 13:38 0 259.149 27.04 13.581 1.300 0.096 L= 14.8 ft 13:39 1 259.114 27.08 13.616 1.300 0.095 13:40 2 259.149 27.04 13.581 1.300 0.096 13:41 3 259.149 27.04 13.581 1.300 0.096 13:42 4 259.114 27.08 13.616 1.300 0.095 13:43 5 259.114 27.08 13.616 1.300 0.095 13:44 6 259.078 27.11 13.652 1.300 ... 0.095 13:45 7 259.006 27.18 13.724 1.300 0.095 13:46 8 259.042 27.15 13.688 1.300 0.095 13:47 9 259.006 27.18 13.724 1.300 0.095 13:48 10 258.970 27.22 13.76 1.300 0.094 13:49 11 258.934 27.26 13.796 1.300 0.094 Ir GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION Hl/1=1 H2 Dwl D 16 13:50 1 12 259.006 1 27.18 1 13.724 1 1.300 1 0.095 m 13:55 1 17 258.970 1 27.22 13.76 1.300 0.094 14:00 22 258.826 27.36 13.904 1.300 0.093 14:05 27 258.862 27.33 13.868 1.300 0.094 14:10 32 258.826 27.36 13.904 1.300 .0:093 14:15 37 258.790 27.40 13.94 1.300 .0.093 14:20 42 258.790 .27.40 13.94 1.300 0.093 INFLATABLE PACKERS PERFORATED PIPE.TP A+ 4 4- 4 4. 8 8.4- 4 4- 4 4. 4 *4 4 4. 4~ 4- 8 8+ 4 4- 4 4- *4 8~F. 4 1 4 t 8 p BP+ 4 4 4- 4 4 4 4- 4 4.
* 4 F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -319.6 FT PIP -PACKER INFLATION PRESSURE (D PSI -50 PS -- 225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -286.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.46 FT GZA IBORING: No./rEST NO. MW-67 T2A CH rPACKER TEST LOGC GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. MW-67 T2B 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEWVYORK 10001 -7Indian Point Energy Cente FILE NO 41&#xfd;001786901i SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463127,0611 E 604426.6654 FOREMAN GZA ENG.Dave Carter Sara Covelli GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/9/07 GROUND WATER DEPTH 13.26 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE TESTEDW: : ...: TIME -ELAPSED ......: DEPTH TO CUMULATIVE RECOVERYi I)iN:TERvAL;
.TIME DEPTH UNDER ..INTERVAL TIME
.(:: R K WATER RECOVERY RATE FROM/.TO (FT) K:(HR.MIN) , (At MIN) .Fr (A REOERT) :*RT 319.6 -349.75 9:35:30 0.0 266.905 19.32 0.00 -L= 30.15 ft 9:36:00 0.5 267.408 18.81 0.50 1.00600 9:36:30 1.0 270.425 15.80 3.52 3.52000 9:37:00 1.5 271.538 .14.68 4.63 3.08867 9:37:30 2.0. 272.292 13.93 5.39 2.69350 9:38:30 3.0 273.082 13.14 6.18 2.05900 9:39:30 4.0 273.334 12.89 6.43 1.60725 9:40:30 5.0 273.513 12.71 6.61 1.32160 9:41:30 6.0 273.621 12.60 6.72 1.11933 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS A 711=11 H2 r2z D A N---TP PERFORATED PIPE DV A---I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -30.15 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19,9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .-- 319.6 FT PIP- PACKER INFLATION' PRESSURE (D PSIi 50 PSI -220 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -286.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.26 FT NOTE: Only the top packer was inflated for this test The interval tested here may be considered from 319.6' big to bottom of well.GZA IBORING'No.rrESTNO. 
'PACKER TEST LOG EZAN GEOE NVRONMENTAL OF NEW YO R K O RORIN G NOJTEST NO MVV-67 T2B CH 440 NINTH AVENUE, 18th FLOOR Entergy SH E a 1 o NENWYORK, NEWYORK 10001 indian Point Energy Cente FILE NO 41,0017869-01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES IN 463127.0611 E 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 819/07 GROUND WATER DEPTH 13.26 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 -INCH I.D. OF DRILLING RODS 2 ..INCH YTESTED , TIME 'ELAPSED DE IPT IH TO, PUMPINO. ':SpECIFIC:x iINTER;VAL~i TIME WATER(P) WTR. DRAWDOWN RATE .CAPACITY..FROM iTC (:PT)~ (HR:MIN:SEC_) , (Lt MIN)>~. (FT). .(AH FT) ...(galrnn)~'
~(g Pm16i)-319.6 -349.75 10:01 0 266.115 20.11 6.845 1.300 0.190 L= 30.15 ft 10:02 1 266.115 20.11 6.845 1.300 0.190 10:03 2 266.115 20.11 6.845 1.300 0.190 10:04 3 266.187 20.03 6.773 1.300 0.192 10:05 4 266.187 20.03 6.773 1.300 .0.192 10:06 5 266.223 20.00 6.737 1.300 0.193 10:07 6 266.115 20.11 6.845 1.300 0.190 10:08 7 266.115 20.11 6.845 1.300 0.190 10:09 8 .266.546 19.67 6.414 1.300 0.203 10:10 9 266.474 .19.75 6.486 1.300 0.200 10:11 .10 .266.439 19.78 6.521 1.300 0.199 10:12 11 266.474 19.75 6.486 1.300 0.200 10:13 12 266.546 19.67 6.414 1.300 0.203_ _10:18 17 266.439 19.78 6.521 1.300 0.199 10:23 22 266.439 19.78 6.521 1.300 0.199 10:28 27 266.331 19.89 6.629 1.300 0.196 10:33 32 266.331 19.89 6.629 1.300 0.196 10:38 37 .266.331 19.89 6.629 1.300 0.196 10:43 42 266.259 19.96 6.701 1.300 0.194 10:48 47 266.259 19.96 6.701 1.300 0.194 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE rWi GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 D tTP INFLATABLE PACKERS PERFORATED PIPE A L1 A , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -30.15 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY , --- 19.9 PT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -- 3.85 PT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -319.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI -220 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -286.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.26 PFT NOTE: only the top packer was inflated for this test. The interval tested here may be considered from 319.6' big to bottom of well.GZA .IBORING NO /TEST NO. MW-67 T2B CH -.
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO MW-67 T 440 NINTH AVENUE, 18th FLOOR : Entergy SHEET l of 1.NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO .41001786901 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dave Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 347.9 DATUM NGVD29 DATE START/END 8/9/07 Sara Covelli DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.12 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE...TESTED.: :~.~TIME ELAPSED' DEPTH TO~ CUJMILATIVE'
~RECOVERY DEP.TH:UNDER
......:.INTERVAL T..r:'IME................WATER RECOVERY.
RATE: FROM Y TO ( FT) (HR.MIN) a:t MIN) ,_________ (FT) (,H FT) C'  315.1 -329.9 12:07:00 0.0 251.359 29.74 .0.00 -L= 14.8 ft 12:07:30 0.5 254.123 26.98 2.76 5.52800 12:08:00 1.0 257.211 23.89 5.85 5.85200 12:08:30 1.5 259.293 21.81 7.93 5.28933 12:09:00 2.0 260.981 20.12 9.62 4.81100 12:10:00 3.0 263.386 17.71 12.03 4.00900 12:11:00 4.0 265.11 15.99 13.75 3.43775* ! 12:12:00 5.0 266.187 14.91 14.83 2.96560 12:13:00 6.0 266.977 14.12 15.62 2.60300* 12:14:00 7.0 267.48 13.62 16.12 2.30300 12:15:00 8.0 267.839 13.26 16.48 2.06000 12:16:00 9.0 268.054 13.05 16.70 1.85500 SROUND SURFACE ELEVATION 1 WATER FLOW DIRECTION HI H2 OVVT I &#xfd;2-D INFLATABLE PACKERS____ I- ____ ___ ___ I 1*4- 4 44 .. I 4 4 4 4 ~4 .*1-PERFORATED PIPE 1 TP 4 4 4 4I 4 4 44 4 I 4
* 4 .4 I Z\-'A A 4 4 44 4 4 4I "4-4 4 44 4 4 4 4 44 4 4 IF, BF 4 4 44 4 4 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) : 14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY 19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --- 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 315.1 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PS -225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -281.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.12 FT GZA IBORING NoirESTNO.
MW-67T3 Wr GZA GEQENVIRONMENTAL OF NEW YO RKRK: BORING NO/TEST NO MW 7 T3 CH 440 NINTH AVENUE, 18th FLOOR -Entergy SHEET_____________________
NEW YORK, NEW YORK 1,0-0701 -Indian Point Energy Cente FILE NO 4106017869,01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Sara Covelli BORING COORDINATES N 463127.0611 E. 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29-FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/9107 GROUND WATER DEPTH -13.12 (below grade) -Casing is 0.15 It above gmund.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE* * .183, .INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE r Q#.TESTED)/A
~TIM E E~ .ELA IPSED V DEPTH TO .< '> PUMPING: SPECIFIC...... ... .. ... o .,: DEPTH UNDER .............:INTERVAL
:~ ~* .~ TIME:. WATER (FT): WATER -DRAWDOWN
:..RATE .. CAPACITY FRMiO(PT)) (HR:MIN:SEC) (At MIN) (_)____T____m) (gn-ft 315.1 -329.9 .13:25 0 247.482 33.62 20.498 1.500 0.073 L= 14.8 ft 13:26, 1 247.303 33.80 20.677 1.500 0.073 13:27 2 247.231 33.87 20.749 1.500 0.072.13:28 3 247.195 33.91 20.785 1.500 0.072 13:29 4 247.159 33.94 20.821 1.500 0.072 13:30 5 247.124 33.98 20.856 1.500 0.072 ,13:31. 6 247.088 34.01 20.892- 1.500 0.072 13:32 7 247.016 34.08 20.964 1.500 0.072 13:33 8 246.98 34.12 21 1.500 0.071 13:34 9 246.944 34.16 21.036 1.500 0.071 13:35 10" 246.908 34.19 21.072 1.500 0.071 13:36 11 246.836 34.26 21.144 1.500 0.071-,--9 9 4-.-----, -_______GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI_W1 D 13:37 12 246.836 1 34.26 21.144 1.500 0.071+
* 4 + 4 9 9 13:38 13 246.836 1 34.26 21.144 1.500 0.071 13:39 14 246.801 34.30 21.179 1.500 0.071 13:40 15 246.765 34.34 21.215 1.500 0.071 13:41 16 246.729 34.37 21.251 1.500 0.071 13:42 17 246.729 34.37 21.251 1.500 0.071 13:43 18 246.729 34.37 21.251 1.500 0.071 13:44 19 246.693 34.41 21.287 1.500 0.070 13:45 20 246.585 34.52 21.395 1.500 0.070 13:46 21 246.585 34.52 21 .395 1.500 0.070 INFLATABLE PACKERS PERFORATED PIPE TP k A I.BIP LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) ..14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY "1" " ." 19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY ." = 38 PT 0 -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -315.1 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PS) ----225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 281.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.12 FT GZA IBORING: NO. [TESTiNO.
MW-67 7T3 CH:
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK CBient "ORING NO ITEST NO. MW-V T4 440 NINTH AVENUE, 18th FLOOR Entergy SHEETs fol NNEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO :41.0017889.01 SCIENTISTS AND ENGINEERS Bhan NYPROJECT LOCATION ?Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Pont BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29.FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/10107 GROUND WATER DEPTH -12.80 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p"TESTED 1: i TIME E ..ELAPSED.. .DEPTH TO CUMULATIVE':
RECOVERY........................
~DEPTH UNDER*.. ....CINTERVAL IlME' WATER WATER: RECOVERY .RATE FROM/'TO (FT) K (HR.MlN) QAt MIN). , (FT) U:.(AH&#xfd;FT).
<(L.HII)308.1-322.9 11:28:30 0.0 206.62 69.08 0.00 -L= 14.8 ft 11:29:00 0.5 212.286 63.41 5.67 11.33200 11:29:30 1.0 215.514 60.19 8.89 8.89400 11:30:00 1.5 218.132. 57.57 11.51 .7.67467 11:30:30 2.0 220.643 55.06 14.02 7.01150 11:31:30 3.0 225.27 50.43 18.65 6.21667 1 _11:32:30 4.0 229.432 46.27 22.81 5.70300 11:33:30 5.0 233.235 42.47 26.62 5.32300 11:34:30 6.0 236.644 39.06 30.02 5.00400 11:35:30 7.0 239.766 35.93 33.15 4.73514 11:36:*30 8.0 242.494 33.21 35.87 4.48425 11:37:30 9.0 245.006 30.69 38.39 4.26511 11:38:30 10.0 247.195 28.51 40.58 4.05750 11:39:30 11.0 249.134 26.57 42.51 3.86491 11:40:30 12.0 250.892 24.81 .44.27 3.68933 11:41:30 13.0 252.436 23.26 45.82 3.52431 11:42:30 14.0 253.8 21.90 47.18 3.37000 11:43:30 15.0 255.021 20.68 48.40 3.22673 11:44:30 16.0 256.026 19.67 49.41 3.08788 11:45:30 17.0 256.959 18.74 50.34 2.96112...11:46:30"-
18:0 257.749 17.95 51.13 2.84050 11:47:30 19.0 258.467 17.23 51.85 .2.72879 11:48:30 20.0 259.078 .16.62 52.46 2.62290 11:49:30 21.0 259.544 16.16 52.92 2.52019 11:50:30 22.0 260.047 15.65 53.43 2.42850 11:51:30 23.0 260.406 15.29 53.79 2.33852 11:52:30 24.0 260.765 14.94 54.15 2.25604 11:53:30 25.0 261.016 14.68 54.40 2.17584 6611:58:30 30.0 261.914 13.79 55.29 1.84313 12:05:30 35.0 262.489 13.21 55.87 1.59626 fI=II=I=//IU=
GROUND SURFACE ELEVATION WATER FLOW DIRECTION Hl I I + Jl=II H21,I Z D INFLATABLE PACKERS PERFORATED PIPE TP L A-Fr-I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY * -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -308.1 PFT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSi -225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 275,7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.80 FT NOTE: Test zone Was purged for 45 minutes before pump was turned off for recovery.GZA IBoRING NO.TEST.NO:
&sect;MW-67T4 PrALCKERL ITEIS.TLUO v I GZA;GEOENVIRONMENTAL OF NEW YORK 4W40 NINTH AVENUE. 18th FLOOR NEW YORK, NEW YORK 10001 SCIENTISTS AND ENGINEERS Client Entergy Indian Point Energy Cente Buchanan, NY BORING NO /TESTNO .
CH.SSHEET :1 .of 1:-FILE NO 41.0017869.01:.
(=. .PROJECT LOCATION Indian Point .CONTRACTOR FOREMAN Aquifer Drilling & Testing. Inc, Dave Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 DATUM NGVD29 347.9 DATE STARTIEND 8/10/07 GZA ENG. Rick Ponti DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 12.80 (below grade) Casing is 0.15 f0 above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS- 2 INCH TESTE.D..
.IT ELAPSED T DEPTH iTO , PUMPING .. V SPECIFIC il ... DEPTH UNDER --.INTERVAL' T ME (FT).. WATER :DRADOWN RATE . FROM/:TO (.FT): .:(HR.MIN:SEC)
A(t MIN) -?- , (FT) (AH i FT). (gal/mn) (gpinft)308.1-322.9 11:23 0 207.553 68.15 55.347 1.300 0.023 L= 14.8 ft 11:24 1 207.624 68.08 55.276 1.300 0.024 11:25 2 207.732 67.97 55.168 1.300 0.024 11:26 3 207.66 68.04 55.24 1.300 0.024.11:27 4 207.768 67.93 55.132 1.300 0.024 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .1, p GROUND SURFACE ELEVATION WATER FLOW DIRECTION A-A S /n/=A H2 QWT D A HI-~ 1* 9 1 I t INFLATABLE PACKERS PERFORATED PIPE TP A I BP LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) 14.8 6 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP.- TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -308.1 FT PIP -PACKER INFLATION PRESSURE(D PSI + 50 PSI) --- 225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -275.7. FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.00 FT Note: This test may not be valid due to short duration of drawdown stabilization.
GZA IBORINGI NO.:TEST NO..IMW-67T4 CH PACKER TEST LOC GZA GEOENVIRONMENTAL OF NEW YORK CeBORING NO./TEST NO MW-67 T4A 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEWYORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATI .ON Indian Point NI :I5 ld&#xa3; ! NY::'''n l n::i~ i~ i ner '01 0 CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES, N 463127.0611 E 6044266654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/14107 GROUND WATER DEPTH 13.04 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH) .....DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE T.ESTED 'i:TIME , ELAPSED DEPT UTO CUlMULATIVE RECOVERY.!: iNT R XI1iii
!!I;71 E:!ii DEPTH UNDER .... ...... .. .. ...INTERVAL i:i i TIME -WAE.(l WATER KRECOVERY KRA TE FROM !JTO (, PTi)i !! =I (HR:MJN)=. (At' MI tl N)iiii iii= !! :~i (FT) =!iii (IAH FT) (aHlAt) =I 308.1-322.9 11:10:30 0.0 242.709 31.98 0.00 -L= 14.8 ft 11:11:00 0.5 245.58 29.11 2.87 5.74200 11:11:30 1.0 246.98 27.71 4.27 4.27100 11:12:00 1.5 248.164 26.53 "5.45 3.63667 11:12:30 2.0 249.241 25.45 6.53 3.26600 11:13:30 3.0 251.18 23.51 8.47 2.82367_ 11:14:30 4.0 252.867 21.82 10.16 2.53950 11:15:30 5.0 254.339 20.35 11..63 2.32600" __ 11:16:30 6.0 255.523 19.17 12.81 2.13567* 11:17:30 7.0 256.529 18.16 13.82 1.97429 11:18:30 8.0 257.426 17.26 14.72 1.83963 11:19:30 9.0 258.144 16.55 15.44 1.71500 11:20:30 10.0 258.826 15.86 16.12 1.61170 11:21:30 11.0 259.329 15.36 16.62 1.51091 11:22:30 12.0 259.76 14.93 17.05 1.42092 11:23:30 13.0 260.155 14.54 17.45 1.34200-11:24:30 14.0 260.442 14.25 17.73 1.26664 11:25:30 15.0 260.729 13.96 18.02 1.20133 1"1:26:30 16.0 260.945 13.75 18.24 1.13975 11:27:30 17.0 261.124 13.57 18.42 1.08324 11:28:30 18.0 261.304 13.39 18.60 1.03306 11:29:30 19.0 261.447 13.24 1*8.74 0.98621 11:30:30 20.0 261.555 13.14 18.85 0.94230
.~. -.21.0 ... 261.663 13.03 18.95 0.90257 , ~, ...-.2.0. 0 5 11:32:30 22.0 261.735 .12.96 19.03 0.86482 11:33:30 23.0 261.77 12.92 19.06 0.82874 11:34:30 24.0 262.489 12.20 19.78 0.82417 11:35:30 -25.0 261.842 12.85 19.13 0.76532&#xb6; -t--I.-I--------
t -GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A H2 OWT.liD INFLATABLE PACKERS PERFORATED PIPE TP F A A I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .-14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -308.1 FT PiP- PACKER INFLATION PRESSURE (D PSI+ 50 PSi -225 PSI HN- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -274.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.04 .FT GZA .. IBORING' NO. rESTNO. :MW-67T4A..:
PACKER TFEST LOG GZA GEOENV1RONMENTAL OF NEW YORK Client BORING NOJTEST NO, MWV67 T4A C H 440 NINTH AVENUE, 18th FLOOR Entergy SHEET______________
NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41. 0017869.01 SCIENTISTS AND, ENGINEERS Buchanan,,NYPROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. 'Rick Pont..BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 .DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/14/07 GROUNDWATER DEPTH 13.04 (below grade) Casing is 0.15 1above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE .~p TESTED .1/TIME .:ELAPSED.::
DEPTH TO: i ..:~PuMPING
.SPECIFIC::
INTERVAL I ME: : .DEPTH UNDER W.ATER .DRA WN : AY/TO ..... TIME. >:: ~WATER (FT)..WTR)<RWON
/AE~ AAIY ,FROM/to )FT) (HR:MIN:SEC) (At MIN) ___________ (FT) : (Ah FT) :(galmmi)i) (gpftr )308.1-322.9 12:03 0 212.968 61.72 48.682 1.100 0.023 L= 14.8 ft 12:04 1 212.896 61.79 48.754 1.100 0.023 12:05 2 212.824 61.87 48.826 1.100 0.023 12:06 3 .212.716 61.97 48.934 1.100 0.022 12:07 4 212.752 61.94 48.898 1.100 0.022 12:08 5 212.824 61.87 48.826 1.100 0.023 12:09. 6 212.968 61.72 48.682 1.100 .0.023 12:10 7 213.039 61.65 48.611 1.100 0.023 12:11 8 212.788 61.90 48.862 1.100 0.023 12:12 9 212.932 61.76 48.718 1.100 0.023 V:. 12:13 10 212.716 I 61.97 48.934 1.100 0.022.12:14 11 212.645 62.05 49.005 1.100 0.022 1 11-4 *~ -* //= H1/=/1=/3ROUND SURFACE ELEVATION NATER FLOW DIRECTION HI INFLATABLE PACKERS I H2 SW*I D tTP 12:15 12 212.609 I 62.08 49.041 1.100 1 0.022 t F
* 9 -9 I+ + 9 9 9 -9 4.9. .9- 9 8 9 -9 I PERFORATED PIPE A I BP I I LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY " -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY * = 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -308.1 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -225 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -274.7 FT H2- DISTANCE'BETWEEN GROUND SURFACE AND GROUND WATER TABLE --- 13.04 FT GZA BORING NO. /TEST NO. MW-67zT4A CH: ::.:;
PACKER TEST LOG ..*GZA GEOENVI RON MENTAL OF NEW YORK Client BORING NO./EST NO. 4MW-67 T5A 440 NINTH AVENUE, 18th FLOOR Entergy SHEET .. of:.: NEWYORK, NEWVYORK 10001 --Indian Point Energy Cente FIENO .41.0017869 01 SCIENTISTS AN ID ENGI1 6NEE&#xfd;RS Buchanan, NY -PROJECT LOCATIO N VIndian Point CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463127.0611 E 604426.6654 FOREMAN GZA ENG.Dave Carter Rick Ponti GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/13Y07 GROUND WATER DEPTH 12.78 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH*I.D. OF DRILLING RODS 2 INCH TIM ELTESTED ELPSED .: DEPTH TO: CUMU LATIVE RECOVERY.... ..,. .ii I;ME:.DEPTH-UNDER INTERVAL.E TIME WTR.(T) WATER .:REc6VERY
.. RATE FROM ITO .:FT) (HR:MIN) :(:at MIN) (FT*) VL:(!Hn FT) .(/AtL: 296.6-311.4 14:49:00 0.0. 238.51 25.30 0.00 -L= 14.8 ft 14:49:30 0.5 241.812 22.00 3.30 6.60400 14:50:00 1.0 244.324 19.49 5.81 5.81400 14:50:30 1.5 245.867 17.94 7.36 4.90467* 14:51:00 2.0 247.016 16.79 8.51 4.25300 14:52:00 3.0 248.631 15.18 10.12 3.37367.14:53:00 4.0 249.528 14.28 11.02 2.75450 14:54:00 5.0 249.995 13.82 11.49 2.29700 14:55:00 6.0 251.072 12.74 12.56 2.09367 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p* .....Q 1t t-11/1=/I=1=11=11&#xfd;=j=
GROUND SURFACE ELEVATION
, WATER FLOW DIRECTION H1 L ;WI/=1 H2 t INFLATABLE PACKERS PERFORATED PIPE TP...... .....7 7u-A IV V BP LEGEND: A -TOTAL LENGTH OF TEST SECTION.(Fr)
.-. = .1 14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -. 19.9 FT BP -TOTAL LENGTH OF BoTrOM PACKER AND ASSEMBLY -3.85 FT D- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -296:6 FT PIP -PACKER INFLATiON PRESSURE ID PSI + 50 PSI -225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 263.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE * -12.78 FT GZA IBORING No/ TESTNO..MW-67 T5A mm-PACKER TEST LOG U I-w f GZA GEOENVIRONMENTAL OF NEW YORK 440 NINTH AVENUE, 18th FLOOR NEW YORK, NEW YORK 10001 SCIENTISTS AND ENGINEERS I Cirn Entergy Indian Point Energy Cente Buchanan, NY BORING NO/TEST NO: .MW-67 T5A CH SHEET 1 of 1.:.:. .FILE NO. 4. : 10017869.01 PROJECT.LOCATION Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dave Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 DATUM NGVD29 347.9 DATE START/END 8/13/07 Rick Ponti DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 12.78 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH TESTED ... TIME: ELAPSED 9. DEPT IH TO .i :: PUMPING. SPECIFIC..~ ... : :DEPTH UNDER ... ..INTERVAL : : .. ..TIME WATER (FT) WATER :DRAWDOWVVN R:FATE.:., .CAPACITY U FROM/TOI(FT) (HR:M[NiSEC)I I(AtMIN) : :9 .; (FT) :(AHFT) (ga/min) : (gpmift) U 296.6-311.4 15:03 0 239.048 24.76 11.982 1.300 0.108 L= 14.8 ft 15:04 1 239.048 24.76 11.982 1.300 0.108 15:05 2 238.725 25.09 12.305 1.300 1 0.106 15:06 3 .239.013 24.80 12.017 1.300 0.108 15:07 4 238.618 25.19 12.412 1.300 0.105 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2&#xfd; wi D A I. 4 4- 4 L .1.INFLATABLE PACKERS PERFORATED PIPE.TP F k, A p I BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D0- DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -296.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 263.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.78 FT Note: Due to short duration of stabilized drawdown, test may not be valid.GZA I BORING: NO. /TEST NO. MW-67 TSA CH
:PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO :..:.. MW-67 T6 440 NINTH AVENUE, 18th FLOOR c Entergy...
......................
SHEET .:of I NEWYORK, NEVYORK 10001 *. Indian Point Energy Cente .I FILE NO 41 0017869 01 SCIENTISTS AND ENGINEERS
.Buchanan, NY POJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/14/07 GROUND WATER DEPTH 12.04 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE %NITROGEN SUPPLY LINE p TESTED TIME ELAPSED DEPTH .... DEPTH TO CUMULATIVE RECOVERY:INTERVAL:
.TIM DEPTH UNDER ....WATER(FT)
WATE R RECOVERY RATE FROM TO ( FT) (HR.MIN) ...:I(t MIN) (F-T) (.:: ( Fn) .AH/At 284.6-299.4 14:39:30 0.0 216.841 34.50 0.00 -L= 14.8 ft 14:40:00 0.5 220.356 30.98 3.51 7.03000 14:40:30 1.0 222.652 28.69 5.81 5.81100 14:41:00 1.5 224.374 26.97 7.53 5.02200 14:41:30 2.0 225.952 25.39 9.11 4.55550* 14:42:30 3.0 228.643 22.70 11.80 3.93400 i 14:43:30 4.0 228.212 23.13 11.37 2.84275 14:44:30 5.0 230.867 20.47 14.03 2.80520 14:45:30 .6.0 233.773 17.57 16.93 2.82200 14:46:30 7.0 234.922 16.42 18.08 2.58300 14:47:30 8.0 235.891 15.45 19.05 2.38125 14:48:30 9.0 236.536 14.80 19.70 2.18833 II=II=/I=I1=1I=I GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI I k ;iII=1 H2 (D INFLATABLE PACKERS PERFORATED PIPE A'Ai TP A iiBP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .-- 14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -284.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -225 PSI H1- DISTANCE BETWEEN WATER PRESSUREGAUGEAND GROUND SURFACE .. 251.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.04 .FT GZA IBORING 
~PACKER TEST LOG~~~GZAIGEOENV1RONMENTAL OF NEW YORK BORING NOi:TEST NO. MWV-67 TB CH 440 NINTH AVENUE, 18th FLOOR Entergy SHEET._.________:______-__
NEW .. YORK, NEWYORK 10001 Indian Point Energy Cente FILE NO, 41.0017869.01 scIENTISTS AN.D E.NGINEERS.
Buchanan, NY PROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti DIAMETER OF DRILLED BOREHOLE 3.83 INCH BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 .DATUM NGVD 29 FINAL'BORING DEPTH (FT) 347.9 DATE STARTIEND a/14/07 " GROUNDWATER DEPTH .12.04 (belowgrade)
Casing is 0.15 fBabove ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH~TESTED TIME.. ELAPSED ri DEPTH TO P e PUMPI .NG SPECIFIC" ... DEPTH UNDER ...INTERVAL TIME WATER DRAWDOWN0 , RATE CAPACITY FROM JOITO :(FT) .(HR:MIN:SEC), .(At MIN) .,' .(FT) (AH FT).; : (gaIrnmn) (gpnmf)f : 284.6-299.4 15:00 0. 211.963 39.38 27.337 1.000 0.037 L= 14.8 ft 15:01 1 211.856 39.48 27.444 1.000 0.036 15:02 .2 211.82 39.52 27.48 1.000 0.036 15:03 3 211.82 39.52 27.48 1.000 0.036 15:04 4 .211.82 39.52 27.48 1.000 0.036 15:05 5 211.748 39.59 27.552 1.000 0.036 15:06 6. 211.712 39.63 ..27.588 1.000 0.036 15:07 7 211.748 39.59 -27.552 1.000 0.036 15:08 8 211.712 39.63 27.588 1.000 0.036 15:09 9 211.712 39.63 27.588 .1.000 0.036 15:10
* 10 211.712 39.63 27.588 1.000 0.036.. ...... " 15:11 11 211.712 .39.63 27.588 1.000 0.036 15:12. 12 211.712 39.63 27.588 1.000 0.036 15:13 .13 211.748 39.59 27.552 1 1.000 0.036 15:14 14 211.748 39.59 27.552 1.000 .0.036 15:15 15 211.676 39.66 27.624 1.000 0.036 15:16 16 .211.605
* 39.74 27.695 1.000 0.036 15:17 17 211.569 39.77 27.731 1.000 0.036'. 15:18 .18 211.605 39.74 27.695 .1.000 0.036 FLOW RATE PACKER INFLATION PRESSURE .NITROGEN SUPPLY LINE Tt t-4r GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 H2 3W12 D INFLATABLE PACKERS PERFORATED PIPE --- -- -TP L IF BF LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --- 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -294.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) 225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .251.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.04 FT GZA .IBORING.:NO.
rEST NO..MW-67 T6 CH
'PACKER TEST LOG GZA GEQ)ENVIRONMENTAL OF NEW YORK 440 NINTH AVENUIE, 18th FLOOR NEW YORK, NEW YORK 10001 SCIENTISTS AND:ENG I INEERS Client Entergy Indian Point Energy Cente Buchanan, NY BORING NOJTEST NO: MW-67 T7 CH SHEET> Iof I FILE NO .410017869.01:!
:]< 01 i-..PROJECT LOCATION :':. Indian Point7:.:.:
w CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN .Dave Carter GZA ENG. Rick Ponfl BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/15107 GROUND WATER DEPTH 13.22 (below grade) .Casing is 0.15 Ift above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 -INCH I.D. OF DRILLING RODS 2 _INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTEDi TIME ELAPSDEDEPTD .DE H TO. :1 I PUMPING :.SPECIFIC 7~INTERVAL TIE DEPTH UNDER TIE WATER (PT) .W,~yATER, DRAWDOWN wRATE CAPACITY.FROM I'TO (FTI)' .(HR:MIN:SEC): (At' MIN), (:,. ..AH FT) (gaimrnin)
: (gptlfi).:
273.6-288.4 11:12 .0 225.701 14.56 1.339 1.700 &#xfd;.1270 L= 14.8 ft 11:13 1 225.593 14.67 1.447 1.700 1.175 11:14 2 225.486 1477 1.554 1.700 .1.094 11:15 3 225.486 1477 1.554 1.700 1,094* 11:16 4 225.45 14.81 1.59 1.700 1.069* 11:17 5 225.414 14.85 1.626 1.700 1.046 11:18 6 225.414 14.85 1.626 1.700 1.046 11:19 7 225.378 14.88 1.662 1.700 1.023 11:20 8 225.378 14.88 1.662 1.700 1.023 11:21 9 225.378 14.88 1.662 1.700 .1.023* 11:22 10 225.342 14.92 1.698 1.700 1.001 S11:23 11 225.378 14.88 1.662 1.700 1.023 11:24 12 225.342 14.92 1.698 1.700 1.001 11:25 13 225.378 14.88 1.662 1.700 1.023 11:26 14 225.342 14.92 1.698 1.700 1.001 11:27 15 225.27 14.99 1.77 1.700 0.960 11:28 16 225.306 14.95 1.734 1.700 0.980 11:29 17 225.306 14.95 1.734 1.700 0.980 11:30 .18 225.306 14.95 1.734 1.700 0.980 11:31 19 25342 14.92 1.698 1.700 1.001 11:32 20 225.306 14.95 1.734 1.700 0.980 11:33 21 225.342 14.92 1.698 1.700 1.001" 11:34 22 225.306 14.95 1.734 1.700 0.980* 11:35 23 225.306 14.95 1.734 1.700 0.980* 11:36 24 225.342 14.92 1.698 1.700 1.001 11:37 25 225.342 14.92 1.698 .1.700 1.001 11:38 26 225.342 14.92 1.698 1.700 1.001 11:39 27 225.378 14.88 1.662 1.700 .1.023 11:40 28 225.342 14.92 1.698 1.700 1.001 11:41 29 225.342 14.92 1.698 1.700 1.001 11:42 30 225.342 14.92 1.698 1.700 1.001..4 4 4.~3ROUND SURFACE ELEVATION NATER FLOW DIRECTION HI A I p&A=I H2 D T.INFLATABLE PACKERS PERFORATED PIPE S A I BP 11:43 31 225.342 1 14.92 1 1.698 1.700 1 1.001 LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI)H1 DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2, DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE Note: Due to inconclusive behavior observed in groundwater levels following this test. results were not analyzed.14.8 FT 198.6 FT 3.85 .FT 273.6 FT 225 PSI 240.3 FT 13.22 .FT GZA IBORING:NO./TESTNO.
MW-67T7CH w R~ACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORKR K BR BORING NO.TEST NO. MW-67: TiCH.:: 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 f NEWYORK, NEVYORK.10001 Indian Point Energy Cente ..FILE NO 410017869.01.:..*
SCIENTISTS AND ENGINEERS NY ROJECT LOCATION Indian Point CONTRACTOR Aquifer Drilling & Testing. Inc.FOREMAN Dave Carter GZA ENG. Rick Punti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8115/07 GROUNDWATER DEPTH 11.65 -(below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE.
3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE.NITROGEN SUPPLY LINE p STESTED TE ELAPSED..
: .DEPTH TO ..PUMPING ..SPECIFIC 1 i. NTE.R.....
...:'ii:: :.>i.: :L::. DEPTH UNDER ..., .' ....INTERVAL T.IM .:. TI WATER (FT) WATER DRAWIDOWN
:RATE .., CAPACITY FRO i OK T H:I.E), (tMN (PT) (AH FT) '(qa~irinm)
::(gpft)K 257.6-272.4 14:19 0 208.09 16.13 4.48 1.700 0.379 L= 14.8 ft 14:20 208.055 16.17 4.515 1.700 0.377 14:21 2 208.019 16.20 4.551 1.700 0.374 14:22 3 208.019 16.20 4.551 1.700 0.374 14:23 4 208.019 16.20 4.551 1.700 0.374* 14:24 5 207.983 16.24 4.587 1.700 0.371 14:25 6 207.983 16.24 4.587 1.700 0.371 S.14:26 7 207.983 16.24 4.587 1.700 0.371 14:27 8 207.947 16.27 4.623 1 1.700 0.368 14:28 9 207.911 16.31 4.659 1.700 0.365 14:29 10 207.911 16.31 4.659 1.700
* 0.365 14:30 11 207.875 16.35 4.695 1.700 0.362 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE-PACKERS H2 D TP 14:31 12 207.911 1 16.31 4.659 1.700 0.365 14:32 13 207.875 1 16.35 4.695 1.700 0.362 14:33 14 207.839 .16.38 4.731 1.700 0.359 14:34 15 207.839 16.38 4.731 1.700 0.359 14:35 16 207.804 16.42 4.766 1.700 0.357 14:36 17 207.804 16.42 4.766 1.700 0.357 14:37. 18 207.768 16.45 4.802 1.700 0.354 14:38 19 207.768 16.45 4.802 1.700 0.354 14:39 20 207.804 16.42 4.766 1.700 0.357* 14:40 21 207.732 16.49 4.838 1.700 0.351 PERFORATED
-PIPE A I LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 F PT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --- 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 257.6 FT PIP -PACKER INFLATION PRESSURE (0 PSI + 50 PSI) 225 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 224.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 11.65 FT GZA sBORING:-NO;/TEST NOD MW-67. TB CH PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK C:. &#xfd; t BORING NO /TEST NO. MW67 T9 CH:.440.NINTH AVENUE, 18th FLOOR Entergyt SHEET of1 NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Poirt .CONTRACTOR Aquifer Dril-OREMAN Dave Carte.;ZA ENG. Rick Ponti ling & Testing, Inc.-r BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 DATUM NGVD29 347.9 DATE START/END
: S. 8/161/07 DIAMETER OF DRILLED BOREHOLE..3.83 INCH GROUNDWATER DEPTH 13.62 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE<TESTED TI ME, ELAPSED ..DEPTH TO : PUMPING SPECIFIC INTERVAL DEPTH UNDER ...INTERVAL TIME WATER (F) WATER ..i DRAWDOWN RATE :CAPACITY;FROMJhTO (PFT), (HR:1).tNSEC)
L(t MIN)' .(FT). (LH 17) .(gautmn) <grit 249.6-264.2 9:13 0 196.151 20.55 6.929 1.700 0.245 L= 14.8 ft 9:14 1 196.008. 20.69 7.072 1.700 0.240 9:15 2 196.223 20.48 6.857 1.700 0.248 9:16 3 .196.366 20.33 6.714 1.700 0.253' 9:17 4 196.151 20.55 .6.929 1.700 0.245_ _9:18 5 .196.079 20.62 7.001 1.700 0.243 9:19 6 196.259 20.44 6.821 1.700 6.249.9:20 7 196.223 20.48 6.857 1.700 0.248.9:21 8 196.223 20.48 6.857 1.700 0.248 9:22 9 196.223 20.48 6.857 1.700 0.248 ,-I. I. I--,. -________* If=//=/ -GROUND SURFACE ELEVATION WATER FLOW DIRECTION H2.1Wi D HI.A_________
j ..I _______ [ _______ 1 ______ 1 ______ 1 _______ 1 ______4 4 .1- 4' 4I t 4 4 t + 4 t 4" _ _ _ _ 4 INFLATABLE PACKERS PERFORATED PIPE TP 4 4 +I F I, 4 4 I t 4 4 t 4 __ _I_ _7J A 4 4 t 4 1 t 4 4 I " 4 +4I BP.4 I ...LEGEND: A -TOTAL LENGTH OF TEST SECTION (MT) .14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY
* 19.9. FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -249.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSt) -225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE .-216.7 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.62 FT GZA .. IBORING: NO./TEST NO. MW-67 T9 CH PACKER TEST LOG ~~ .<GZA GEQENVIRONMENTAL OF NEW YORK Chent BORING NO./TEST NO. .MW-67 T10 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO .41,0017869.01 SCIENTISTS AND ENGINE .ERS Buchanan, NY PROJECT LOCATION .Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc: FOREMAN Dave Carter GZA ENG. Rick Pont BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/16/07 GROUND WATER DEPTH 12.41 (below grade) Casing is 0.15 ft above ground.DIAMETER OF DRILLED BOREHOLE 3.83 INCH-(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p- -TESTED TIME .ELAPSED DEPTH TO CUMJULATIVE RECOVERY.. .DEPTH UNDER IN:TERVAL TIME. I .AEME): WATER s. RECOVERY .. RATE.FROM/TO(FT)o
:FT) (HR.MIN) .N (&tMIN) ..(FT): .(AHFT) :(-HIAt)233.6-248.4 14:26:30 0.0 156.307 44.38 0.00 -L= 14.8 ft 14:27:00 0.5 160.39 40.30 4.08 8.16600 14:27:30 1.0 163.613 37.08 1 7.31 7.30600 14:28:00 1.5 166.193 34.50 9.89 6.59067 14:28:30 2.0 168.521 32.17 12.21 6.10700 14:29:30 3.0 172.534 28.16 16.23 5.40900 14:30:30 4.0 175.758 24.93 19.45 4.86275 14:31:30 5.0 178.41 22.28 22.10 4.42060 14:32:30 6.0 180.452 20.24 24.15 .4.02417' * *14:33:30 7.0 182.137 18.55 25.83 3.69000 14:34:30 8:0 183.498 i7.19 27.19 3.39888 14:35:30 9.0 184.538 16.15 28.23 3.13678 14:36:30 10.0 185.398 15.29 29.09 2.90910 14:37:30 11.0 186.079 14.61 29.77 2.70655 14:38:30 12.0 186.581 14.11 30.27 2.52283 14:39:30 13.0 ..187.047 13:64 30.74 2.36462 14:40:30 14.0 187.369 13.32 31.06 2.21871 14:41:30 15.0 .187.62 13.07 31.31 2.08753 14:42:30 16.0 187.835 12.86 31.53 1.97050 r1 1-4-, H1=11=11=11&#xfd;=/
GROUND SURFACE ELEVATION WATER FLOW DIRECTION H2 A M H1 D INFLATABLE PACKERS PERFORATED PIPE TP A BP IF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .-19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY F 3.85 PT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -233.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -200.7 .FT 1H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.41 FT GZA IBORING NO. TESTNO.:MW-67T10
*F~AEUKK I 1=5I LUL)GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOTEST NO .MW-67 Tl 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1: .. of I NEWYORK, NEEWV YORK 10001 Indian Point Energy Cente .:FILE NO .,:... 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION 1. Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Ddlling & Testing, Inc Dave Carter ..BORING COORDINATES I N 463127.0611 GROUND SURFACE EL.(FT) .14.356 FINAL BORING DEPTH (FT) 347.9 E 604426.6654 DATUM NGVD29 DATE START/END 8/17/07 Rick Ponti DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.30 (below grade) Casing is 0.15 fn above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P TESTED U .,TIME ELAPSED DEPTH TO CUMULATIVE RECOVERY.. DEPTH UNDER~INTERVAL.
., TIME WAE F) WATER. RECOVERY RATE;FROM/iTO
(&#xfd; FT): : :.(HR.MIN)Ii
: (LAt MIN) (:" , :!:
i ( AH FT) i~ w:(A  216.6-231.4 13:33:00 0.0 151.58 31.56 0.00 -L= 14.8 ft 13:33:30 0.5 156.092 27.05 4.51 9.02400 13:34:00 1.0 159.172 23.97 7.59 7.59200 13:34:30 1.5 161.536 21.60 9.96 6.63733 13:35:00 2.0 163.47 19.67 11.89 5.94500 13:36:00 3.0 166.264 16.88 14.68 4.89467 13:37:00 4.0 168.091 15.05 -16.51 4.12775 13:38:00 5.0 169.273 13.87 17.69 3.53860 13:39:00 6.0 169.954 13.19 18.37 3.06233 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION Hl I k.il/=//H2 MEW D+ .4- -I- 4 INFLATABLE PACKERS t TP+ 4- -I- 4+ 4- -I- 4+ 4 4+ 4- *4- 4+ 4- 4 4+ 4 4 4+ 4 + 4 PERFORATED PIPE+ 4 + t 4 4 + t 4-t 4 + t 4 t A 4 .4 + t 4 4 4 4 t t 4 4 4 t+ 4 4 t IF BP+ 4-- 4 t LEGEND: A -TOTAL LENGTH OF TEST SECTION,(FT)
.-14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -216.6 FT PIP- PACKER INFLATION PRESSURE (D PSi+ 50 PSi -225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE --- 183.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.30 FT GZA IBORING NO.,/rESTNO.MW-67.T11 PACKER TEST LOC GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO [TEST NO MWV-67 T11 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 ,NEWYORK, NEWYORK 10001 Indian Point Energy Cente FILE..P1.
NO .41,0017869 01 SCIENTISTS AND ENGINEERS Buhnn N PROJECT LOCATION ~ Indlian Poin CONTRACTOR Aquifer Drilling & Testing, Inc.BORING COORDINATES N 463127.0611 E 604426.6654 FOREMAN GZA ENG.Dave Carter Rickr Ponti GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH 14.356 DATUM NGVD29 347.9 DATE START/END 8/20/07 12.99 (below grade) Casing is 0.15 ft above ground.DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE.." TESTED .TIME ELAPSED -' .DEPTH TO CUMULATIVE" :RECOVERY DEPTH UNDER WATER RECOVERY..
v>RATE: INTERVAL .TIME WTR(r AE EOEY RT.FROM/TO :(FT) i (HRWMIN)R (tMIN)FT ( T (.H FT) .( )200.6-215.4 15:34:00 0.0 137.437 28.89 0.00 -L= 14.8 ft 15:34:30 0.5 140.158 26.17 2.72 5.44200 15:35:00 1.0 141.303 25.03 3.87 3.86600 15:35:30 1.5 142.306 24.02 4.87 3.24600 15:36:00 2.0 143.201 23.13 5.76 2.88200 15:37:00 3.0 144.848 21.48 7.41 2.47033 15:38:00 4.0 146.28 20.05 8.84 2.21075 15:39:00 5.0 147.533. 18.80 10.10 2.01920 15:40:00 6.0 148.643 17.69 11.21 1.86767 15:41:00 7.0 149.538 16.79 12.10 1.72871 15:42:00 .8.0 150.326 16.00 12.89 1.61113 15:43:00 9.0 151.042 15.29 .13.61 1.51167 15:44:00 10.0 151.651 .14.68 14.21 1.42140 15:45:00 11.0 153.012 13.32 15.58 1.41591 GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS C//=fl H2 WVT D A TP I ___ ii ___ I __ I __ ii __ Ii __ if __PERFORATED PIPE A--01771 IF A IFI BP*1* *I~. I .. *I* 1-LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE = 200.6 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI) -200 .PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 166.39 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE ---12.99 FT GZA ~~~~~~~IORING No. frEsT
''Ji': :
PACKER TEST LOC GZA GEOENVIRONMENTAL OF NEW YORK Clit BORING NO /TEST NO. 7 .440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEW YORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO 41.0017869.01 SCIEN7ISTS AND ENGINEERS
___ Buchanan, NY PROJECT LOCATION Indian Point 0 CONTRACTOR Aquifer Drilling &.Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH BORING COORDINATES N 463127.0611 B E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH.(FT) 347.9 DATE START/END 8/20/07 GROUND WATER DEPTH 13.59 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)FLOW RATE PACKER INFLATION PRESSURE TESTED TIME 'ELAPSE .D DEPTH TO CUMULATIVE RECOVERY DEPTH UNDER INTERVAL TIME WATER (FTi) WATER! RECOVERY RATE FROM /TO (PT) (HR:MINI I( AiMIN) .- .(FT) (AH PT) ~(aH/at)170.1-184.9 13:00:00 0.0 89.139 47.06 0.00 L= 14.8 ft 13:00:30 0.5 92.679 43.52 3.54 7.08000 13:01:00 1.0 94.038 42.16 4.90 4.89900 13:01:30 1.5 95.254 40.95 6.12 4.07667 13:02:00 2.0 96.398 39.80 7.26 ..3.62950 13:03:00:
-3:0 98.615 37:59 9.48 -3.15867 13:04:00 4.0 100.618 35.58 11.48 2.86975 13:05:00 5.0 102.442 33.76 13.30 2.66060 13:06:00 6.0 104.123 32.08 14.98 2.49733 13:07:00 7.0 105.733 30.47 16.59 2.37057 13:08:00 .8.0 107.128 29.07 17.99 2.24863* 13:09:00 9.0 108.451 27.75 19.31 2.14578 13:10:00 .10.0 109.668 26.53 20.53 2.05290 13:11:00 11.0 110.848 25.35 21.71 " 1.97355 13:12:00 12.0 111.921 24.28 22.78 1.89850 13:13:00 13.0 112.923 23.28 23.78 1.82954 13:14:00 .14.0 113.889 22.31 24.75 1.76786 13:15:00 .15.0 114.676 21.52 25.54 1.70247 13:16:00 16.0 115.463 20.74 26.32 1.64525 13:17:00 17.0 116.179 20.02 27.04 1.59059 13:18:00 .18.0 116:823 19.38 27.68 1.53800 13:19:00 19.0 117.467 18.73 .28.33 1.49095 13:20:00 20.0 118.039 18.16 28.90 1.44500 13:21:00 21.0 118.576 17.62 29.44 1.40176 13:22:00 22.0 119.077 17.12 29.94 1.36082_NITROGEN SUPPLY LINE p GROUND SURFACE ELEVATION WATER FLOW DIRECTION H2 WT H I II III I D IA INFLATABLE PACKERS PERFORATED PIPE A I I , BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --- 3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .170.1 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSO -225 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -136.2 FT 1H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE " -13.59 FT GZA IBORING NO./rTESTNO..:MW-67T13.
,
-PACKER: TEST LOGG, GZA GEOENVIRONMENTAL OF NEW YORK Ch ORING NOJTEST NO. MW-67 T13 CH 440 NINTH AVENUE, 18th FLOOR
* Entergy SHEE n~fl_NEW&#xfd;YORK, NEW YORK 10001 Indian Point Energy Cente FILE NO. 41.0017869 01 SCIENTISTS AND ENGINEERS Buhnn YPROJECT LOCATION-hId/an Point Cle N :~ i:i:!B R N i O~r sI o 3C i.3ONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter 3ZA ENG. Rick Ponti BORING COORDINATES N "463127.0611 E 604426.6654 GROUND SURFACE EL(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) -. 347.9 " DATE START/END 8/20/07 GROUN D WATER DEPTH .13.59 .(below grade) Casing is 0.15 fl above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE.
3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINEp TESTED. TIME I ELAPSEDI.
DEPT TopfO~~:>
PUMPING> SPECIFIC:.INTERVAL TIME DEPTH UNDER 'T. ..WATER, .DRAOWN PAT E CP' I.;... .... .: 7 ~TIMEQ~i ATER:(F-T)
*AE~ DAMOT AE7CPCT FR=OM ). .(IIR:MIN:SEC) (At MIN) (F), (AH FT): .agmpn)- r t)170.1-184.9 13:56 0 74.482 61.72 48.128 0.600 0.012 L= 14.8 ft .13:57. 1 74.518 61.68 48.092 0.600 0.012 13:58 2 74.482 61.72 48.128 0.600 0.012 13:59 3 74.482 61.72 48.128 0.600 0.012 14:00 4 74.482 61.72 48.128 0.600 0.012 14:01 5 74.482 61.72 48.128 0.600 0.012 14:02 6 74.41 61.79 48.2 0.600 0.012_ 14:03 7 74.375 61.83 48.235 0.600 0.012 14:04 8 74.41 61.79 48.2 0.600 0.012 14:05 9 74.41 61.79 48.2 0.600 0.012 14:06 .10 74.303 61.90 48.307 0.600 0.012! 14:07. 11 74.339 61.86 48.271 0.600 0.012 14:08 12 74.375 61.83 48.235 0.600 0.012 14:09 13 74.339 61.86 48.271 0.600 0.012 14:10 14 74.267 .61.93 48.343 0.600 0.012 14:11 15 74.339 61.86 48.271 .0.600 0.012 14:12 16 74.482 61.72 48.128 0.600 0.012* 14:13 17 74.518 61.68 48.092 0.600 0.012 14:14 18 74.482 61.72 48.128 0.600 0.012 14:15 19 74.482 61.72 48.128 1 0.600 0.012 GROUND SURFACE ELEVATION/I WATER FLOW DIRECTION H2&#xfd; wi D;I HI INFLATABLE PACKERS PERFORATED PIPE K.A TP*I A A, v-BP LEGEND: A- TOTAL LENGTH OF TEST SECTION (FT) -.14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY --3.85 PFT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -170.1 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) -225 PSI Hi- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -* 136.2 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 13.59 FT GZA JBORING NO./TrEST:
NO. MW-67T13 :CH
~PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO. M-67 T14A 440 NINTH AVENUE, 18th FLOOR ..'Entergy SHEET o1 of NEW YORK, NEWVYORK 10001 Indian Point Energy Cente FILE NO. 410017869,01 ,SCIENTISTS AND ENG.INEERS Buchanan, NY. PROJECT LO CATION Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E. 604426.6654 14.356 DATUM NGVD 29 347.9 DATE START/END 8/20/07 12.13 (below grade) Casing is 0.15 Bf above ground.I) -DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILUNG RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE, <;<. TIIME . .ELAPSE .E .DEPTH:TO:
cUMULATiVE RECOVERY INTERAL ~. j.;::~: .:.~ I.: DEPTH UNDER .RT INWERER TIT) 'WATER RECOVEY RT 152.5-167.3 17:10:30 0.0 85.206 33.15 0.00 -L= 14.8 ft 17:11:00 0.5 87.423 30.94 2.22 4.43400 17:11:30 1.0 68.102 30.26 2.90 2.89600"17:12:00 1.5 88.71 29.65" 3.50 2.33600.17:12:30 2.0 89.282 29.08 4.08 2.03800 17:13:30 3.0 90.355 28:01 *5.15 1.71633 17:14:30 4.0 91.392 26.97 6.19 1.54650 17:15:30 5.0 92.321 26.04 7.11 1.42300 17:16:30 6.0 93.287 25.07 8.08 1.34683 17:17:30 7.0 94.145 24.22 .8.94 1.27700 17:18:30 8.0 94.967 23.39 9.76 1.22013 17:19:30 9.0 95.718 22.64 10.51 16 17:20:30 10.0 96.434 21.93 11.23 1.12280 17:21:30 11.0 97.149 21.21 11.94 1.08573 17:22:30 12.0 97.757 20.60 12.55 1.04592 17:23:30 13.0 98.401 19.96 13.20 1.01500 17:24:30 14.0 98.973 19.39 13.77 0.98336 17:25:30 15.0 99.474 18.89 14.27 0.95120 17:26:30 16.0 100.01 18.35 14.80 0.92525 17:27:30 17.0 100.475 17.89 .15.27 0.89818 17:28:30 18.0 100.94 17.42 15.73 0.87411 17:29:30 19.0 101.333 17.03 16.13 0.84879 17:30:30 20.0 101.727 16.63. 16.52 0.82605'17:31:30 21.0 102.12 16.24.. 16.91 0.80543 17:32:30 22.0 102.442 15.92 17.24 0.78345 17:33:30 23.0 102.764 15.60 17.56 0.76339 17:34:30 24.0 103.086 15.27 17.88 0.74500* _______ 17:35:30 25.0 103.372 .14.99... : 18.17 072664.17:36:30 26.0 103.622 14.74 18.42 0.70831 17:37:30 27.0 103.909 14.45 18.70 0.69270 17:38:30 28.0 104.123 14.24 18.92 0.67561 GROUND SURFACE ELEVATION WATER FLOW DIRECTION 1111=11 IH2 H1 /I I II I INFLATABLE PACKERS PERFORATED PIPE A'-D 11 A-'l-I-, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (Fr) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASS:EMBLY
.- 19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCEBETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -152.5 FT PIP -PACKER INFLATION PRESSURE (D PSI+ 50 PS ...200 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -118.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUNDWATER TABLE -12.13 FT GZA IBORING.:No.;frEST:NO.
MW.67T-4A.::..
.0 PACKER TEST. LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO MW-67 :T15A :: 440 NINTH AVENUE. 18th FLOOR Entergy SHEET 1 of 1......::
:.NEW YORK, NEW YORK 10001 Indian Point Energy Cet FILE NO .:>41 00 17869 01'SCIENTISTS AND ENGINEERS Bcanan NY PROJECT LOCATION .Indian Point : CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Pont BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/21/07 GROUND WATER DEPTH 12.73 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LNE r''..- * .,Q ,..TESTED
...TIME ELAPSED. ...... ... R.. .. .....M... :.... .. ...INTERVAL TIME DEPTH UNDER '. ..__INTERVAL HM , .TIME I WATER F) WATER (RECOVERY RATE FROM ITO ( FT) .HF.MIN i (,It MIN) (FT) .'(''(AH FT) (aHIAI)133-147.8 8:11:00 0.0 32.97 66.31 .0.00 L= 14.8 ft 8:12:00 1.0 39.112 60.17 6.14 6.14200 8:13:00 2.0 42.683 56.60 9.71 4.85650 8:14:00 3.0 46.041 53.24 13.07 4.35700 8:15:00 4.0 49.148 50.13 16.18 4.04450 8:16:00 5.0 52.042 47.24 19.07 3.81440 8:17:00 6.0 54.792 44.49 21.82 3.63700 8:18:00 7.0 57.293 .-. 41.99 24.32 3.47471 8:19:00 8.0 59.687 39.59 26.72 3.33963 8:20:00 9.0 61.938 37.34 28.97 3.21867 8:21:00 10.0 64.046 35.23 31.08 3.10760 8:22:00 11.0 65.976 33.30 33.01 3.00055 8:23:00 12.0 67.799 31.48 34.83 2.90242 8:24:00 13.0 69.478 29.80 36.51 2.80831 8:25:00 14.0 71.051 28.23 38.08 2.72007 8:26:00 15.0 72.48 26.80 39.51 2.63400 8:27:00 16.0 73.838 25.44 40.87 2.55425 8:28:00 17.0 75.054 24.23 42.08 2.47553 8:29:00 18.0 76.198 -23.08 43.23 2.40156 8:30:00 19.0 77.234 22.05 44.26 2.32968 8:31:00 20.0 78.199 21.08 45.23 2.26145 SROUND SURFACE ELEVATION WATER FLOW DIREC TION HI INFLATABLE PACKERS S II+ 411=Hi H2 IM D PERFORATED PIPE-Er-I TP I k I IA I" '" BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) .14.8- .FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY --- 19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -133 FT PIP- PACKER INFLATION PRESSURE (D PSI1 50 PSi -200 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 99.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.73 FT GZA IBORING NO ./TEST NO.: MW-67.T1'A
: 5. A:..,-'
'0~PACKER TEST LOG, , GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO./TEST NO MW-67 TI5ACH 440 NINTH AVENUE, 18th FLOOR Entergy SHEET __:_____ET__
_ 1 tfl ;NEW YORK, NEWYORK 10001 Indian Point Energy Cente FILE NO. 41.0017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point:ONTRACTOR Aquifer Drilling & Testing, Inc.-OREMAN Dave Carter 3ZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 18121/07 GROUND WATER DEPTH .12.73 (below grade) Casing is 0,150ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p.~iTESTED ITIME .ELAPSED .DEPTH TO .* PUMPING SPECIFIC.~INERVA..................:
DEPTH UNDER ,. .. .. ...INTERVAL TIME I WATER (FT) WATERY ' DRATE CAPACITY F ROM ITO.) FT) .(HR:MIN:SEC):
(/)at MIN); (~..FT) .1AH PT) .(gal/min). (p~t 133.0-147.8 8:54 0 63.832 35.45 22.718 0.500 0.022 L= 14.8 ft 8:55 1 63.796 35.48 22.754 0.500 0.022 8:56 2 63.76 35.52 22.79 0.500 0.022 8:57 3 63.76 .35.52 22.79 0.500 .0.022 8:58 4 63.796 35.48 22.754 0.500 0.022 8:59 5 63.76 35.52 22.79 0.500 0.022 9:00 6 63.796 35.48 22.754 *0.500 0.022 9:01 7 63.796 35.48 22.754 0.500 0.022 9:02 8 63.832 35.45 22.718 0.500 0.022 9:03 9 63.832 35.45 22.718 0.500 0.022_ 9:04 10 63.832 35.45 22.718 0.500 0.022_" 9:05 11 63.832 .35.45 , 22.718 0.500 0.022 9:06 12 63.868 35.41 22.682 0.500 0.022_______________________________
_______________
_______________i GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI H2 D INFLATABLE PACKERS PERFORATED PIPE U I'TP A A F LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY .19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE i 133.0 PFT PIP -PACKER INFLATION PRESSURE (D PSI + 50 PSI) 200 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE 99.3 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.73 FT GZA " IBORING;&#xfd;NO.
f1ESTNO.iMW.67T15ACH
..
PACKERT1EST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/TEST NO MW-67 T16 440 NINTH AVENUE, 18th FLOOR Entergy SHEET ..1 .NEW YORK, NEW.YORK 10001 Indian Point Energy Cente FILE NO, .410017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION.
Indian Point CONTRACTOR
.Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter 3ZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 GROUND SURFACE EL(FT) 14.356 FINAL BORING DEPTH (FT) 347.9 E 604426.6654
" DATUM NGVD29 DATE START/END 8/24/07 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.08 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE ~TESTED V TIME , ELAPSED IDEPTH TO CUMULATIVE RECOVERY.... ........ .DEPTH.UNDER
.: .. ....INTERVAL .TIME WATER (FT) WATER RECOVERY RATE 129.6-144.4 11:04:00 0.0 96.053 30.35 .0.00 -L= 14.8 ft 11:04:30 0.5 98.973 27.43 2.92 5.84000 11:05:00 1.0 99.922 26.48 3.87 3.86900 11:05:30 1.5 100.828 25.57- 4.78 3.18333 11:06:00 2.0 101.662 24.74 5.61 2.80450 11:07;00 3.0 103.172 23.23 7.12 2.37300 11:08:00 4.0 104.51 21.89 8.46 2.11425 11:09:00 5.0 105.69 20.71 9.64 1.92740 11:10:00 6.0 106.711 19.69 10.66 1.77633 11:11:00 7.0 107.632 18.77 11.58 1.65414 11:12:00 8.0 108.437 17.96 12.38 1.54800 11:13:00 9.0 109.128 17.27 13.08 1.45278 11:14:00 10.0 109.746 16.65 13.69 1.36930 11:15:00 11.0 110.293 16.11 14.24 1.29455 11:16:00 12.0 .110.754 15.65 14.70 1.22508 11:17:00 13.0 111.171 .15.23 15.12 1.16292 11:18:00 14.0 111.53 14.87 15.48 1.10550 11:19:00 15.0 111.833 14.57 15.78 1.05200 11:20:00 16.0 112.106 14.29 16.05 1.00331 11:21:00 17.0 112.307 14.09 16.25 0.95612 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI A H=IH2 qwT D INFLATABLE PACKERS PERFORATED PIPE F TP AI A BP rr LEGEND: A -'TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -129.6 FT PIP -PACKER INFLATION PRESSURE (D PSI"+ 50 PSI)-- 200 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE " 126.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.08 FT GZA IBORING :NO. ,TEST.NO.
MW-67T"16 PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO /TEST NO .MW-67 T17 440 NINTH AVENUE, 18th FLOOR Entergy SHEET * .:..1 of 1 NEW YORK, NEW YORK 10001 Inin Point Energy Cente FILE NO ..41.0017869 01 SCIEN.TISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point'.! ::: ::x :::: : .! x
: ::; ::: : :: ::::::::Bu c h a n:an ,: N Y:.i ;: "&#xf7; '0 CONTRACTOR Aquifer Drlling & Testing, Inc.FOREMAN. Dave Carter GZA ENG. Rick Poni.BORING COORDINATES GROUND SURFACE EL(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 14.356 DATUM NGVD 29 347.9 DATE START/END 8/24/07 13.24 (below grade) Casing is 0.15 ff above ground.DIAMETER OF DRILLED BOREHOLE *3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS 2 .INCH S.:.- .~. : ; i.TESTED KTIME V:ELAPSED........
DEPTH TO CUMULATIVE .R ECOVERY DEPTH UNDER INTERVAL'..
TIME WATER (PT-) WATER RECOVERY RATE:.FROM/ TO (PFT). .(HRMIN) (,: ..MIN) .. ...(PT) V.(,IHF171) (AH/At)118.6-133.4
.11:53:00 0.0 85.011 30.77 0.00 -L= 14.8 ft 11:53:30 0.5 87.096 28.68 2.09 4.17000 11:54:00 1.0 87.915 27.87 2.90 2.90400 11:54:30 1.5 88.648 27.13 3.64 2.42467 11:55:00 2.0 89.382 26.40 .4.37 2.18550" 11:56:00 3.0 90.704 25.08 5.69 1.89767 11:57:00.
4.0 91.912 23.87 6.90 .1.72525 11:58:00 5.0 92.976 22.80 7.97 1.59300 11:59:00 6.0 93.983 21.80 8.97 1.49533 12:00:00 7.0 94.874 20.91 9.86 1.40900 12:01:00 8.0 95.694 20.09 10.68 1.33538 12:02:00 9.0 96.427 19.35 11.42 1.26844 12:03:00 10.0 97.089 18.69 12.08 1.20780 12:04:00 .11.0 97.664 18.12 12.65 1.15027 12:05:00 12.0 98.211 17.57 13.20 1.10000 12:06:00 13.0 98.685 17.10 13.67 1:05185 , 12:07:00 14.0 99.131 16.65 14.12 1.00857 12:08:00 15.0 99.519 16.26 14.51 0.96720 12:09:00 16.0 99.879 15.90 14.87 0.92925 12:10:00 17.0 100.195 15.59 15.18 0.89318 12:11:00 18.0 100.483 15.30 15.47 0.85956 12:12:00 19.0 100.756 15.02 15.75 0:82868 12:13:00 20.0 100.972 14.81 15.96 0.79805 12:18:00 25.0 101.835 13.95 16.82 0.67296 12:23:00 30.0 102.324 13.46 17.31 0.57710 12:28:00 .35.0 102.612 13.17 17.60 0.50289 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P Q.GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION Hl I,*/=/I H2 C D INFLATABLE PACKERS PERFORATED PIPE TP A'-A II BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (PT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .3.85 PT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -118.6 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI -200 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -115.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE .-13.24 FT GZA "BORING7N.
/TrESTNO..MW-67:T17:
0 GZA GEGENVIRONMENTAL OF NEW YORK *Cin .. BORING NO /TEST NO : MW-67 T18A 440 NINTH AVENUE, 18th FLOOR ..ntergy SHEET 1ot 1 NEWYORK, NEW YORK 10001 Indian Point Energy Cente FILE NO 41,0017869 01 SCENTISTS AND ENG.NEERS Buchanan, NY PROJECT LOCATION .:Indian Point CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.BORING COORDINATES GROUND SURFACE EL,(FT)N 463127.0611 E 604426.6654 Dave Carter 14.356 DATUM NGVD29 Rick Ponti FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/21/07 GROUND WATER DEPTH 12.78 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE _TESTED .>. TIME .ELAPSED .DEPTH TO< CUMULATIVE RECOVERY INTERVAL...
.TIME : .WATER(FT)
WATER RECOVERY .RATE FROM/TO (FT).. (HR:MIN) :: &#xfd;,.(.AtMIN)
' : (FT) (aHFT) (AH/At)WL 100.0-114.8 15:14:30 0.0 34.291 31.80 0.00 -L= 14.8 ft 15:15:00 0.5 39.719 26.37 5.43 10.85600 15:15:30 1.0 42.648 23.44 8.36 8.35700 15:16:00 1.5 45.076 21.01 10.79 7.19000 15:16:30 2.0 47.077 19.01 12.79 6.39300 15:17:30 3.0 50.077 16.01 15.79 5.26200 15:18:30 4.0 52.042 14.05 17.75 4.43775 15:19:30 5.0 53.292 12.80 19.00 3.80020 16:20:30 6.0 54.078 12.01 19.79 3.29783 15:21:30 7.0 54.578 11.51 20.29 2.89814 15:22:30 8.0 54.864 11.23 20.57 2.57163 SROUND SURFACE ELEVATION
/WATER FLOW DIRECTION H1 INFLATABLE PACKERS L g.II=//H2 m-D PERFORATED PIPE KE TP A r A I BP LEGEND: A -TOTAL LENGTH OF.TEST SECTION (FT).. ... ...... -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY .-3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE .100.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+50 PSI) 180 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -66.1 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.78 PT GZA JBORING NO/rTEST NO. MW-67T18A PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK ..i&#xfd; t BORING NOJ3TEST NO. MW-67 T.18ACHH 440 NINTH AVENUE, 18th FLOOR Entergy SHEET of NEW YORK, NEWYORK 10001 Indian Point Energy Cente I FILE NO 410017869.01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATION Indian Point : .CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0811 B 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8121/07 GROUND WATER DEPTH -, 12.78 (below grade) Casing is 0.15 It above ground.(STATIC WATER LEVEL DEPTH)31AMETER OF DRILLED BOREHOLE 3.83 INCH ID. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE P Q TESTED ~ .TIME ELAPSED DEPTH TO ~.PUMPING SPECIFIC INTERVAL:
"*q ~ DEPTH UNDER NTERVAL TIME WATER PT). WATER DRAWDOWN RATE CAPACITY FROM ITO .(FT) (HR:MIN:SEC) (At MIN) .(FT) (AH FT) -I(ga/nuin) g .(gp/9f)100.0-114.8 15:35 0 44.469 21.62 8.841 0.900 0.102 L= 14.8 ft 15:36 1 44.469 21.62 8.841 0.900 0.102 15:37 2 44.469 21.62 8.841 0.900 0.102 15:38 3 44.469 21.62 8.841 0.900 0.102 15:39 4 44.362 21.73 8.948 0.900 0.101 15:40 5 44.362 21.73 8.948 0.900 0.101 15:41 6 44.398 21.69 8.912- 0.900 0.101.15:42 7 44.398 21.69 8.912 0.900 0.101 15:43 8 44.398 21.69 8.912 0.900 0.101 15:44 9 44.433 21.66 8.877 0.900 0.101 15:45 10 44.398 21.69 8.912 0.900 0.101 15:46 11 44.326 21.76 8.984 0.900 0.100 15:47 12 44.291 21.80 9.019 0.900 0.100 15:48 13 44.291 21.80 9.019 0.900 0.100 15:49 14 44.326 21.76 8.984 0.900 0.100 15:50 15 44.326 21.76 8.984 0.900 0.100 15:51 16 44.326 21.76 8.984 0.900 0.100 15:52 17 44.362 21.73 8.948 0.900 0.101 15:53 18 44.433 21.66 8.877 0.900. 0.101 15:54 19 44.469 21.62 8.841 0.900. 0.102 15:55 20 44.505 21.59 8.805 0.900 0.102 GROUND SURFACE ELEVATION f.WATER FLOW DIRECTION HI , 11:/H2 Dwl D*S INFLATABLE PACKERS PERFORATED PIPE-I*L--0-A TP'vI *A p, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) ---- 14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY --- 19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY " 3.85 FT 0 -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -100.0 FT PIP -PACKER INFLATION PRESSURE (D PSI + 60 PSI) -S BO PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -66.1 PFT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.78 FT GZA IBORING NO.ITESTNO.
MW67TTIBACH PACKER TEST LOG.GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO.TEST NO .MW-67 T19 440 NINTH AVENUE, 18th FLOOR Entergy SHEET .1 of1 NEW YORK, NEWYORK 10001 Indian Point Energy Cente ' FILE NO. 41.0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJECT LOCATIO N Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/25/07 GROUND WATER DEPTH 13.46 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH TESTED TIME .. ..ELAPSED DEPTH UNDER DEPTH TO CUMULATIVE RECOVERY INTERVAL TIME WATER (FPT) WATER RECOVERY RATE FROM ITO ( FT) (HR;MIN) (At MIN) : (FT) (,H FT) (AH/At)85.6-100.4 15:34:00 0.0 3.92 25.60 0.00 -L= 14.8 ft 15:34:30 0.5 6.762 22.76 2.84 5.68400 15:35:00 1.0 7.867 21.65 3.95 3.94700 15:35:30 1.5 8.855 20.67 4.94 3.29000 15:36:00 2.0 9.747 19.77 5.83 2.91350 15:37:00 3.0 11.248 18.27 7.33 2.44267 15:38:00 4.0 12.436 17.08 8.52 2.12900 15:39:00 5.0 13.378 .16.14 9.46 1.89160 15:40:00 6.0 14.123 15.40 10.20 1.70050 15:41:00 7.0 14.703 14.82 10.78 1.54043 15:42:00 8.0 .15.154 14.37 .11.23 1.40425 15:43:00 9.0 15.504 14.02 11.58 1.28711 15:44:00 10.0 15.773 13.75 11.85 1.18530 15:45:00 11.0 15.973 13.55 12.05 1.09573 15:46:00 12.0 16.13 13.39 12.21 1.01750 15:47:00 13.0 16.245 13.28 12.33 0.94808 15:48:00 14.0 16.332 13.19 12.41 0.88657 15:49:00 15.0 16.396 13.12 12.48 0.83173 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p 4 -GROUND SURFACE ELEVATION WATER FLOW DIRECTION H1 INFLATABLE PACKERS=//H2 ,OWT&#xfd;R D PERFORATED PIPE IT P A IF BP LEGEND: A- TOTAL LENGTH.OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE 85.6 FT PIP -PACKER INFLATION PRESSURE (D PSI + 50 ps = 200 PSI H1- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE = 29.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.46 FT GZA jIBORING NO./TEST NO. MW-67T19 :
PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Cilent BORING NO./TEST NO .: MW-67 .T20A 440 NINTH AVE.NUE, 18th FLOOR Entergy SHEET I olofi NEWVYORK, NEVWYORK10001 I: indian Point Energy Cente : .FILENO 41.0017869 01:: SCIENTISTS AND ENGINEERS NY PROJECT LOCATION :Indian Point: : CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/22/07 GROUND WATER DEPTH 12.75 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p: '"TESTED:
TIME ELAPSED : DEPTH TO CUMULAtIVEI RECOVERY.........:..:..:.....:...:...DEPTH UNDER.INTERVAL TIME WATER (FT), K RECOVERY : .. RATE:FROM/TO (PT) ..<(HR:MINI (IAtMIN). (FT) :7. )HFT)1  (61H/At)72.0-86.8 8:27:00 0.0 0.535 37.82 0.00 -L= 14.8 ft 8:27:30 0.5 2.634 35.72 2.10 4.19800 8:28:00 1.0 2.955 35.40 2.42 2.42000 8:29:00 2.0 3.524 34.83 2.99 1.49450 8:30:00 3.0 4.057 34.29 3.52 1.17400 8:31:00 4.0 4.627 33.72 4.09 1.02300 8:32:00 5.0 5.16 33.19 4.63 0.92500 8:33:00 6.0 5.623 32.73 5.09 0.84800 8:34:00 7.0 6.157 32.19 5.62 0.80314 8:35:00 8.0 6.655 31.70 6.12 0.76500 8:36:00 9.0 7.117 31.23 6.58 0.73133 8:37:00 10.0 7.58 30.77 7.05 0.70450 8:38:00 11.0 8.042 30.31 7.51 0.68245 8:39:00 .12.0 8.469 29.88 7.93 0.66117 8:40:00 13.0
* 8.896 29.45 8.36 0.64315 8:41:00 14.0 9.323 29.03 8.79 0.62771 8:42:00 15.0 9.786 .28.56 9.25 0.61673 8:43:00 16.0 10.142 28.21 9.61 0.60044 8:44:00 .17.0 10.533 27:82 10.00 0.58812 8:45:00 18.0 10.925 27.43 10.39 0.57722 8:46:00 .19.0 11.28 27.07 10.75 0.56553 8:47:00 20.0 11.636 26.71 11.10 0.55505 8:52:00 25.0 13.344 25.01 12.81 0.51236 8:57:00 30.0 14.839 23.51 14.30 0.47680 9:02:00 35.0 16.12 22.23 15.59 0.44529 9:07:00 40.0 17.295 21.06 16.76 0.41900 9:12:00 45.0 18.327 20.02 17.79 0.39538* ..... 9:17:00 50.0 19.252 19.10 18.72 0.37434 9:22:00 55.0 20.035 18.32 19.50 0.35455* 9:27:00 60.0 20.747 17.60 20.21 0.33687 9:37:00 70.0 21.922 16.43 21.39 0.30553 GROUND SURFACE ELEVATION
/WATER FLOW DIRECTION I V/=II I I I I I I H2 7-iW H1 D INFLATABLE PACKERS PERFORATED PIPE ITP A Ii FI'Ir F LEGEND: A -TOTAL LENGTH OF TEST SECTION (PT) -14.8 FT TP .TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -72.0 FT PIP- PACKER INFLAT!ON PRESSURE (D PSI+ 50 PSI) 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -38.4 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -12.75 FT GZA BORING NO.r/TEST' NO...MW-.67T20A
_&#xfd;,PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK client BORING NOJTEST NO : MW-67. T21A 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I .1 of 1: NEW YORK, NEWYORK 10001 .ha ** IndIa Point Energy Cente *-, FILE NO. 41 .0017669.01 SCIENTISTS AND ENGINEERS I. Buchanan, NY PROJECT LOCATION Vi7 Indian Point CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0611" E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/22/07 GROUND WATER DEPTH 13.23 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH I.D. OF DRILLING RODS 2 INCH FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY UNE p TESTED.:.
TIME V ELAPSED~Ui DEPTH TO CULAIEROVY
:itNTERVAL
.TIME V. V ::WATERPT).:
1WATER RECOVERY 4RATE:VFROM/iTO(FT) (HR.MIN)::'>
:K(At MIN).K -' (PT) .(AH FT)" (AH/At)56.0-70.8 12:14:00 0.0 16.725 35.12 0.00 -L= 14.8 ft 12:14:30 0.5 18.968 32.69 2.42 4.84200 12:15:00 1.0 19.146 32.52 2.60 2.59800 12:16:00 2.0 19.323 32.30 2.81 1.40600 12:17:00 3.0 19.537 32.05 3.06 1.02033.12:18:00 4.0 19.786 32.05 3.06 0.76525 12:19:00 5.0 19.964 31.88 3.24 0.64780 12:20:00 6.0 20.178 31.66 3.45 0.57550 12:21:00 7.0 20.391 .31.45 3.67 0.52371 12:22:00 8.0 .20.605 31.24 3.88 0.48500 12:23:00 9.0 20.783 31.06 4.06 0.45089 12:24:00 10.0 20.996 30.84 4.27 .0.42710 12:29:00 15.0 21.957 29.88 5.23 0.34880 12:34:00 20.0 22.847 28.99 6.12 0.30610 12:39:00 25.0 23.737 28.10 7.01 0.28048 12:44:00 30.0 24.52 27.32 7.80 0.25983 12:49:00 35.0 25.303 26.54 8.58 0.24509 12:54:00 40.0 25.98 25.86 9.26 0.23138 12:59:00 45.0 26.692 25.15 9.97 0.22149 13:04:00 50.0 27.333 24.51:. 10.61 0.21216 13:09:00 55.0 27.938 23.90 11.21 0.20387 13:14:00 60.0 28.507 23.33 11.78 0.19637 13:19:00 65.0 29.077 22.76 12.35 0.19003 13:24:00 70.0 29.575 22.27 12.85 0.18357 13:29:00 75.0 30.11 21.73 13.39 0.17847 13:34:00 80.0 30.537 21.30 13.81 .0.17265 13:39:00 85.0 31 20.84 14.28 0.16794 13:44:00 .90.0 31.462 20.38 14.74 0.16374 GROUND SURFACE ELEVATION WVATER FLOW DIRECTION Hl INFLATABLE PACKERS A H2 IM D t TP PERFORATED PIPE I I A TY IF I BF LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -56.0 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI 180 PSI HI- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -51.8 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.23 FT GZA IBORING.:NO.&#xfd;TEST.NO.
MW-67 T21A
-PACKER TEST LOG .GZA GEoENVIRONMENTAL OF NEW YORK lient BORING NO /TEST NO M. MW-67 T22 440 NINTH AVENUE, 18th FLOOR Entergy SHEET I.. of 1n N EW Y .ORK, NIEWYORK 10001 Indian Point Energy Cente FILE NO .*.41.0017869 01 SCIENTISTS AND ENGINEERS Buchanan, NY PROJEOT LOCATION......Indian Point 0@CONTRACTOR Aquifer Drilling & Testing, Inc.FOREMAN Dave Carter GZA ENG. Rick Ponti BORING COORDINATES N 463127.0611 E 604426.6654 GROUND SURFACE EL.(FT) 14.356 DATUM NGVD 29 FINAL BORING DEPTH (FT) 347.9 DATE START/END 8/22/07 GROUND WATER DEPTH 13.36 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)DIAMETER OF DRILLED BOREHOLE 3.83 INCH 1.0. OF DRILLING RODS 2 INCH ,,TESTED.5.i TIME ELAPSED. .55 555 :. EPTHfTO &#xfd;CU&#xfd;MULATIVE R IECOVE RY:-~.. ., .DEPTH UNDER .INTERVAL TIME WATER (FT) :&#xfd;ATER RECOVERY :RATE).FRDM/JTO..(FT) (QHR:MIN) (At MIN) A(FT*) (AH FT) (AN/A't)46.5-61.3 14:23:00 0.0 12.49 29.99 0.00 -L= 14.8 f" 14:23:30 0.5 14.483 26.00 1.99 3.98600 14:24:00 1.0 14.661 27.82 2.17 2.17100 14:25:00 2.0 14.981 27.50 2.49 1.24550 14:26:00 3.0 15.231 27.25 2.74 0.91367 14:27:00 4.0 15.586 26.89 3.10 0.77400 14:28:00 5.0 15.836 26.64 3.35 0.66920 14:29:00 6.0 16.12 26.36 3.63 0.60500.14:30:00 7.0 16.405 26.08 3.92 0.55929 14:31:00 8.0 16.69 25.79 4.20 0.52500 14:32:00 9.0 16.939 25.54 4.45 0.49433"14:33:00 10.0 17.188 25.29 4.70 0.46980 14:34:00 11.0 17.437 25.04 1. 4.95 0.44973 14:35:00 12.0 17.686 24.79 5.20 0.43300 14:36:00 13.0 17.935 24.55 5.45 0.41885 14:37:00 14.0 18.185 .24.30 5.70 0.40679 14:38:00 15.0 18.434 24.05 5.94 0.39627 14:39:00 16.0 18.647 23.83 .6.16 0.38481 14:40:00 17.0: 18.861 23.62 6.37 0.37476 14:41:00 18.0 19.11 23.37 6.62 0.36778 14:42:00 19.0 19.323 23.16 6.83 0.35963 14:43:00 20.0 19.501 22.98 7.01 0.35055 14:48:00 25.0 20.534 21.95 8.04 0.32176 14:53:00 30.0 21.459 .21.02 8.97 0.29897 14:58:00 35.0 22.313 20.17 9.82 0.28066 15:03:00 40.0 23.061 19.42 10.57 0.26428 15:08:00 45.0 23.773 18.71 11.28 0.25073-., 15:13:00 50.0 24.378 18.10 11.89 0.23776" _: 15:18:00 55.0 24.947 17.53 12.46 0.22649 15:23:00 60.0 25.481 17,00. 12.99 0.21652 15:28:00 65.0 25.944 16.54 13.45 0.20698 FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p -=//=II=/=III=/'=/, GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI INFLATABLE PACKERS SIH2 M-D PERFORATED PIPE TP VI4 A I 1.BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP TOTAL LENGTH OF TOP PACKER AND ASSEMBLY -19.9 FT BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY -3.85 FT D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -46.5 FT PIP. PACKER INFLATION PRESSURE (D PSI+ 60 PSI = 180 PSI H1I- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE -42.5 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 13.36 FT GZA 1BORING NOm:/TEST NO. MW67T22A:,.:
~PACKER TEST1O0C~.
GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NOJTEST NO :. Mw-67 T23 440 NINTH AVENUE, 18th FLOOR ' Entergy SHEET 1.....1 of 1 NEW YORK, NEWVYORK 10001 Indian Paint Energy Cente FILE NO. .. 41.0017869,01 SCIENTISTS AND ENGINEERS Buchanan, NYPRECOATN
::..Ininon CONTRACTOR FOREMAN GZA ENG.Aquifer Drilling & Testing, Inc.Dane Carter BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT).N 463127.0611 E 604426.6654 14.356 347.9 DATUM NGVD29 DATE START/END 8/25/07 Rick Fonti DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH 13.56 (below grade) Casing is 0.15 ft above ground.(STATIC WATER LEVEL DEPTH)I.D. OF DRILLING RODS 2 INCH*TESTED <:TIM E. ELAPSED -R DEPT H TO~ CUMULATIVE RECOVERY.. .~.. ,-DEPTH UNDE -INTERVAL E .'':. :- TIME WATER E RECOVERY RATE W VATER (PT)" FROM/kTO:'(FTi). (HR.MIN) ,(LtMIN) .-, (FT) .(AH FT)' (aHIMt): 39.6-54.4 16:34:00 0.0 4.368 29.88 0.00 -L= 14.8 ft 16:34:30 0.5 9.001 25.25 4.63 9.26600 16:35:00 1.0 11.292 22.96 6.92 6.92400 16:36:00 2.0 14.8 19.45 10.43 5.21600.16:37:00 3.0 17.205 17.05 12.84 4.27900 16:38:00.
4.0 .18.757 15.49 14.39 3.59725 16:39:00 5.0 19.7 14.55 15.33 3.06640 i
* 16:40:00 6.0 20.224 14.03 15.86 2.64267 16:41:00 7.0 20.491 13.76 16.12 2.30329* 16:42:00 8.0 20.589 13.66 16.22 2.02763 4 4 4- 4 4 4- + 4 4- 4 4+ + 4 4- 4 4+ 4 4 4.4- + 4 4~* 4 4 4- + 44- 4I+ + 4 4- 4 4 4 .4 4- 4 4 4 4 4-. 4 .4 4. 4- 4 4- 4 4 4 4 4- 4 4 4-4 - 4- 4 4- 4 4____________
f___________
I'________
________ ________ _________
________LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT)TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY D -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE PIP- PACKER INFLATION PRESSURE (D PSI"+ 50 PS)Hi -DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE 14.8 FT 19.9 FT 3.85 FT 39.6 FT " *200 PSI 34.3 FT 13.56 FT IBORING No.:TrEST NO. :MW-67.T23:
GZA
~PACKER TEST LOG GZA GEOENVIRONMENTAL OF NEW YORK Client BORING NO/ TEST NO. : T24 440 NINTH AVENUE, 18th FLOOR , Entergy : ..:: .SHEET :, : ,of I NEW. YORK, N-EW YO.RK 10001 ...Indian Point Energy Cente FIL NO .41,0017869 01 SCIENTISTS iAND ENGINEERS,....:
Bucanan:,Y PROJECT LOCATION .Indian Point:, * :, n , .;: ,:................
...
.;i:!!I L :=:!I:!:i::i
::i .:::. :.Bu c h a n a n ,, N -::: : : : .: : : : .: ..CONTRACTOR FOREMAN GZA ENG.Anvifer Ock ling & Testing, Inc.Dave Carter Rick Pont BORING COORDINATES GROUND SURFACE EL.(FT)FINAL BORING DEPTH (FT)N 463127.0611 E 604426.6654 DIAMETER OF DRILLED BOREHOLE 3.83 INCH GROUND WATER DEPTH (STATIC WATER LEVEL DEPTH I.D. OF DRILLING RODS .2 INCH" 14.356 DATUM NGVD 29 347.9 DATE START/END 8/25/07 13.61 (below grade) Casing is 0.15 ft above ground.FLOW RATE PACKER INFLATION PRESSURE NITROGEN SUPPLY LINE p TESTED[: TiME ELAPSEbD EPTH TON CUMUL ATIVE RECOVERYA INTERVAL TIME ~~~DEPTH UNDER..........
!INTERVAAL TIME WATER ;RECOVERY.
RATE iF.ROM/"TO ( FT) ..(HR.MIN) (,tMINim)
:;: ;. (FT) : (H FT) I A'w(.H/AtI 32.1-46.9 17:10:00 0.0 1.047 .28.58 0.00 -L=14.8 ft 17:10:30 0.5 5.001 24.63 3.95 7.90800 17:11:00 1.0 7.477 22.15 6.43 6.43000 17:11:30 1.5 9.489 20.14 8.44 5.62800 17:12:00 2.0 11.098 .18.53 10.05 5.02550 17.13:00 .3.0 13.373 16.26 12.33 4.10867 17:14:00 4.0 14.696 14.93 13.65 3.41225 17:15:00 5.0 15.397 14.23 14.35 2.87000 17:16:00 6.0 15.748 13.88 14.70 .2.45017 17:17:00 7.0 15.901 .13.73 14.85 2.12200 GROUND SURFACE ELEVATION WATER FLOW DIRECTION HI L ;H2 A (;WT&#xfd;2-D 0 INFLATABLE PACKERS PERFORATED PIPE aE TP A'-A 4 4 4!I _ I _ _ I _ _I, BP LEGEND: A -TOTAL LENGTH OF TEST SECTION (FT) -14.8 FT TP -TOTAL LENGTH OF TOP PACKER AND ASSEMBLY
* 19.9 FT o BP -TOTAL LENGTH OF BOTTOM PACKER AND ASSEMBLY " .= 3.85 FT 0 -DISTANCE BETWEEN GROUND SURFACE AND TOP OF THE TEST ZONE -32.1 FT PIP- PACKER INFLATION PRESSURE (D PSI+ 50 PSI ) 200 PSI Hl- DISTANCE BETWEEN WATER PRESSURE GAUGE AND GROUND SURFACE ..29.6 FT H2- DISTANCE BETWEEN GROUND SURFACE AND GROUND WATER TABLE -13.61 FT GZA IBORING::NO.-rEST NO:: MW-67 T24}}

Latest revision as of 18:16, 14 January 2025

Hydrogeologic Site Investigation Report - Appendix H Through I
ML080350541
Person / Time
Site: Indian Point  Entergy icon.png
Issue date: 01/07/2008
From:
GZA GeoEnvironmental
To:
Office of Nuclear Reactor Regulation
References
FOIA/PA-2010-0209, NL-08-009
Download: ML080350541 (241)
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