ML20099L058
| ML20099L058 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 03/31/1985 |
| From: | GEORGIA POWER CO. |
| To: | |
| Shared Package | |
| ML20099L050 | List: |
| References | |
| NUDOCS 8503200454 | |
| Download: ML20099L058 (402) | |
Text
{{#Wiki_filter:_ GROUND WATER SUPPLEMENT
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TABLE OF CONTENTS l r
1.0 INTRODUCTION
2.0 GROUND WATER LEVELS 2.1 Construction of Observation Wells; 1971 to 1985 2.2 Water-level Measurements 2.3 Precipitation Table 2-1 Observation Wells in Unconfined Aquifer ' i Table 2-2 Observation Wells in Confined Aquifer Table 2-3 [ West of Observation Wells 42 Series ! Table 2-4 Water-level Measurements from Observation Wells Table 2-5 Augusta Weather Station--Monthly Precipitation L Table 2-6 Waynesboro Weather Station--Monthly Precipitation - Table 2-7 Blackv111e Weather Station--Monthly Precipitation Table 2-8 Hampton Weather Station--Monthly Precipitation O Table 2-9 Table 2-10 Savannah River Plant--Monthly Precipitation Vogtle Electric Generating Plant--Monthly Precip. l i Figure 2-1 Observation Wells 1971 to 1985 . Figure 2-2 Monitoring Program February 1985 Figure 2-3 Precipitation Stations Figure 2-4 ! Annual Precipitation l Figure 2-5 Cumulative Precipitation ! Mydrographs of Observation Wells ! 3.0 PERMEABILITY AND POROSI"Y , l 3.1 Permeability 3.1.1 Constar.*, discharge (pumping) tests 3.1.2 constant-head tests , 3.1.3 Falling-head tests
- l 3.1.4 Laboratory tests i l
l ' 3.1.5 Grain-size analyses i
-O j.
DOC O D E i
CEOUND WATER SUFFr.mserf ! TABLE OF CONTENTS (Continued) 3.2 Porosity i Table 3-1 ' Permeability Test Data--Barnwell Sediments Table 3-2 Permeability Test Data--Blue Bluff Marl fable 3-3 Permeability Tests--Utley Limestone Table 3-4 Porosity Pisure 3-1 Permeability and Porosity Data-- Unconfined Aquifer and Marl Logs of Drill Holes with Permeability Data ! Logs of Drill Holes with Porosity Data l 4.0 STATUS OF DRILL HOLES ' 4.1 Holes Penetrating the Blue Bluff Marl 4.2 Other Holes in the Confined Aquifer j l 4.3 Holes Drilled only into the Unconfined Aquifer or I River Alluvium Table 4-1 Holes that Penetrate Blue Bluff Marl Aquielude Table 4-2 Holes Drilled into confined Aquifer i Holes Drilled into the Unconfined Aquifer O Table 4-3 or River Alluvium I 1 h I l l ! () I l l !
1.0 INTROl/ICTION , l O The Nuclear Regulatory Comission, as part of its Operating Permit r review, has requested additional data on ground water conditions' at the Vogtle Electric Generating Plant (VEGP). This ' Ground Water Supplement' [ f provides the information requested in the Draft site Evaluation Report , 1 (DSER, Dec. 4, 1984) Section 2.4.12.5 and in the letters (E.G. Adensam to ( D.O. Foster) dated January 22 and February 19, 1985. Additional ' information is also provided that is thought to be of assistance. The data is grouped under three subjects: ground-water levels; perineability l and porosity; and status of drill holes. The inforination will be reviewed and sumarized for inclusion in a forthcoming amendment to the j Final safety Analysis Report. O l l I O l 0635g l
2.0 GROUND-WATER LEVELS l O The NRC has requested additional information concerned with the level of the water table in order to assess the design basis ground-water level. In response, the following are submitted: Tabulated water-level measurements taken at all observation wells of the VEGP site, 1971 through January 1985. Hydrographs of the water levels measured in observation wells. Supmary tables of all observation wells constructed at the site I that identify when the wells were constructed, what the current l status is (i.e., active, inactive, grouted, etc.), and other () pertinent data. Monthly precipitation records of the U.S. Weather Bureau stations at Augusta (Bush Field), Waynesboro, Blackville, SRP, and Hampton for the period 1952 through 1983, and the partial monthly records of precipitation taken at the VEGP site during the period 1972 through 1983. k Two figures are provided to show 1) the locations of all observation wells constructed at the VEGP site, and 2) the wells that make up the current (1985) ground-water monitoring program. O
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The history of the ground-water monitoring program at the VEGP site is complex. This is due primarily to necessary interruptions caused by O construction activities, as well as the fact that both water-table (unconfined) and confined aquifers are being monitored. A summary of that history is submitted to clarify the monitoring sequence, frequency, and periods of measurements. 2.1 Construction of Observation Wells: 1971 to 1985 A ground-water monitoring program was established at the VEGP site with the first exploration work in 1971. That program has included an array of observation wells open to the water-table aquifer above the Blue Bluff marl, and an array of wells open to the confined aquifer immediately below the marl (in the unnamed sands of the Lisbon Formation). O Special observation wells installed include a nest of wells (identified as 42A through D) that provided wells open to the unconfined and confined aquifer immediately above and below the marl, respectively, and wells open to the marl itself. They provided data on the distribution of hydrostatic pressure across the marl. Other special wells include a series of short-lived construction "piezometers" that were installed in the backfill as it was placed around the Power Block complex. They were utilized to assure the water table in the backfill was deep enough to achieve effective compaction. All of the construction piezometers were destroyed upon completion of backfill except two, LT-1A and LT-7. O
The initial array of observation wells installed during the exploration
. Period 1971 through 1972 included several located in areas of plant construction. These were destroyed and sealed as required by the construction schedule, and when possible, replaced after the construction was completed.
The original observation wells reported in the PSAR (Table 2.4-3) included 16 open to the water table aquifer, 10 open to the confined aquifer, and two monitoring hydrostatic pressure in the marl. This array remained until July 1974 when site grading began, and excavation for the Power Block commenced. A majority of the wells were terminated at that time to make way for construction. All activity at the site was interrupted three months later, September 1974. Water-level monitoring did not resume until March 1979. O Resumption of construction, which began in 1976, required dewatering the Power Block excavation. The dewatering continued, uninterrupted, until March 1983. As construction progressed, more wells had to be terminated. Of the original observation wells open to the water-table aquifer, only 3 remain intact currently, and of the original wells open to the confined aquifer, 2 remain currently. Other wells have been installed periodically to replace those destroyed by construction. ( i I Currently, February 1985, there are 13 wells open to the water table i aquifer, including two within the backfill material adjacent to the Power i (:) 4 L
I Block, and 10 wells monitoring the confined aquifer immediately below the Blue Bluff marl. Additional wells in the water-table aquifer are planned, including two within the backfill material, adjacent to structures of the Power Block, and two to the north and west of the power block in undisturbed Barnwell devesits. Locations of these planned wells are shown on Figure 2-2. 2.2 Water-level measurements During the period September 1971 through March 1972, water levels in observation wells at VEGP were monitored by Law Engineering Company at ' least bi-weekly and, commonly, more frequently. The Design Basis water level was determined with that data. Water level , [) measurements since that initial period have generally been less frequent, except for a period December 11, 1980 through September 15, 1982 when . daily measurements were made in two wells. t No water-level measurements were made between April 1972 and April 1973 when Georgia Power Company personnel commenced monitoring on a quarterly basis. Monitoring was again stopped July 1974 when site grading and , excavation for the Power Block was commenced. Monitoring was not resumed until June 1979, at which time quarterly measurements of all existing wells was again initiated. Daily readings 063Sg
l were made in observation wells 800 and 802 during the period December 11, 1980 through September 15, 1982 as part of the monitoring conducted for placement of the backfill around the Power Block structures. Temporary i wells were installed in the backfill as it was being placed to monitor i the saturated level and assure proper compaction. Water levels in observation wells of the unconfined aquifer after June f 1979 (including those in the backfill) were influenced by construction dowatering. The dewatering of the Power Block excavation was in effect from June 1976 through March 1983. Several of the water-level measurements to be submitted are not reflections of the water table. Characteristically, this occurred where infiltration of silt and sand into the well casing had progressed until O it fitied twe ca i== te ade the cree ed 1 ter a1- rae w ter 1e 1 measured in the well would then be considerably higher than the water table outside the well casing. Until the silt and sand was removed, the f well cleaned, readings of water level are not a reflection of the water table. Such readings are listed in the tabulation, but are noted with an explanation of why they are not representative of the water table. I l The water-level measurements take.. '.1 the temporary wells are not I submitted as they are not a reflection of the water-table, but of L moisture control maintained for proper backfill compaction. l
. . _ . _ . . . . . . . _ . . . . . . . .m ., . . .
2.3 Precipitation O ' l Monthly precipitation data feca 5 stations within the vicinity of the
. \
Vogtle Plant Site is sunnarized in Tables 2-5 throur.h 2-9 for the 32-yr period of 1952-1983. Available data at the plant site (1972-1983) is ! shown in Table 2-16. Plant sitie and the stations are shown in Figure 2-3. l l Annual precipitation totals are plotted in Figure 2-4 for the concurrent period, 1952-1983, for five stations. Plots of the cumulative annual totals appear in Figure 2-5 for each station. Vogtle Plant site data, shown in Table 2-10 is inadequate to characterize ! the annual and monthly precipitaticn for the site: Rather, a regional ; average based on the stations in the vicinity would be an adequate index. As apparent in Figure 2-5, the five nearby stations exhibit similar characteristics and trends. l I I 4 b P 0 ;
0 (D. O ( ,/ V 'V' TABLE 2-1 OBSERVATION WELLS-IN UNCONFINED AQUIFER Ground Top of Depth HISTORY Surface PVC !ap of Current Coordinates Elev.(1) Elev.(2) Marl (3) Screen Depth (3) Well Installed Status N E (ft) (ft) (ft) (ft) i No. (YR) _ 1971 Active 8856 9576 215'.9 215.3 77 92 - 97 129 l 1971 Active 8283 8262 231.2 224.5 92 85 - 95 142 179 1971 Active 9059 7779 274.8 275.9 130 111 - 131 , i 800 1979. Active 8850 11011 213.7 215.3 83 69 - 89 801 1979 Active 7656 10733 212.8 215.8 82 62.5- 82.5 802 1979 Active 7201 10199 215.8 217.7 91 69 - 89 7085 8898 218.3 220.3 82 57 - 77 1 - 803A 1979 Active 804 1979 Active 6597 8227 224.1 226.1 87 60 - 80 1979 Active 6672 10403 232.7 236.7 124 95 - 115 i 805A 8821 9726 214.8 215.8 77(4) 55 - 65 806B 1980 Active 807A 1980 Active 9047 9835 213.6' 218.0 77(4) 65 - 75 8388 9300 (6) 206.9 69(7) 65.4- 75.4(8) LT-1A(5) 1979 Active (6) 58.2- 68.2(8) 8151 9323 200.4 63(7) LT-7 (5) 1979 Active 160 - 170 124 1971 Inactive, 1979 6896 9527 260.2 259.9 128 (buried) i 138 1971 Grouted, 1985 8000 8500 225.2 225.1 87 5 - 82 Grouted, 1985 7846 8702 222.4 223.5 89 81 - 96
- 140 1971 Grouted, 1985 7860 8293 230.4 223.6 97 90 - 100 141 1971 Grouted, 1980 8283 8738 224.5 225.0 81 78.5- 88.5 4 143 1971
! 145G 1971 Inactive, 1974 7792 7063 218.7 219.7 82 72 - 82 (hurled) 75 i
Inactive, 1974 7117 11423 196.4 196.9 77 65 - i 176 1971 (buried)
(% (D \ - V V TABLE 2-1 (continued) OBSERVATION WELIS IN UNCONFINED AQUIFER Ground Top of Depth HISTORY Surface PVC Top of Current Coordinates Elev.(1) Elev.(2) Marl (3) Screen Depth (3) Well Installed Status N E (ft) (ft) (ft) (ft) No. (YR) Grouted, 1980 8560 10865 213.0 213.0 79 60 - 80 177 1971 Grouted, 1978 9958 8994 240.4 240.5 89 71 . 91 178 1971 243 1972 Grouted, 1985 3154 8618 213.0 225.2- 71 60 - 80 244 1972 Inactive, 1979 8835 8859 212.6 213.7 72 51 - 71 (buried) 1972 Grouted, 1978 8501 9917 '207.6 209.0 71.5 52 - 92 245 247 1972 Inactive, 1972 5750 5424 ~211.3 -- 82 70 - 80 (buried) 1972 Inactive, 1972 7469 5111 166.8 -- 70.3 60 - 70 248 (buried) 1972 Inactive, 1979 8026 10154 193.0 194.0 57.9 47 - 57 249 (buried) Notes (1) Elevations shown were determined at time of drilling. (2) Elevations shown are current or latest determination made prior to well abandonment. (3) Unless otherwise indicated, depths shown were measured from ground surface at time of drilling. (4) Approximate depth based on log of well 129. (5) Observation wells located in_ backfill. (6) Ground surface continually changes as backfill is placed. (7) Additions to riser casing as backfill is placed have been added to approximate depth from , ground surface at time of drilling based on top of marl contour map, FSAR Figure 2.5.1-30. (8) Additions to riser casing as backfill is placed have been added to depths measured from ground surface at time of drilling.
fh a bv ! TABLE 2 OBSERVATION WELLS IN CONFINED AQUIFER Cround Top of Depth HISTORY Surface PVC Bot. of Current Coordinates Eley.(1) Elev.(2) Marl (3) Screen Depth (3) Well Installed (ft) Status N E (ft) (ft) (ft) No. (YR) _ Active 8622 13931 210.0 209.0 148 180 - 190 27 1971 9975 12392 193.0 193.4 126 200 - 210 29 1971 Active 11723 10494 225.9 227.8 135 169 - 179 850A 1984 Active 1984 Active 8868 7066 262.7 264.3 195 269 - 279 851A 5993 13380 200.7 202.1 153.5 199 - 209 852 1984 Active 11020 9204 227.6 229.1 145 195 - 205 853 1984 Active 9899 7917 236.8 238.3 153 197 - 207 854 1984 Active 7159 13951 218.0 219.4 173 219 - 229 855 1984 Active 176 - 186 1984 Active 4927 12558 186.7 188.1 155 856 7850 9092 216.0 216.4 145 210 - 220 24 3971 Grouted Grouted, 1984 5963 15197 203.0 203.8 158 190 - 200 26 1971 200 - 210 1971 Grouted, 1984 8764 11237 211.0 216.8 151 31 9572 214.0 217.4 139 200 - 210 32 1971 Grouted, 1984 9784 11834 10864 238.0 238.6 157 210 - 220 33 1971 Grouted, 1984 34 1971 Inactive (capped) 12180 10846 86.0 90.5 (4) 90 - 100 9515 210.6- 211.7 138 190 - 200 101A 1971 Grouted, 1974 7950 Grouted, 1985 10467 12195 88.8 - (4) 78 - 88 121 1971 124.8 160 - 170 Grouted 8992 8742 200.5 201.3 135 1971 103.2 103.2 38 38.5- 48.5 144 1971 Crouted 10403 12124 8471 226.2 227.4 152 280 - 300 147 1971 Crouted, 1978 7975
O O O TABLE 2-2-(continued) OBSERVATION WELLS IN CONFINED AQUIFER Cround Top of . Depth HISTORY Surface PVC Bot. of Coordinates Elev.(1) Elev.(2)- -Marl (3) Screen Depth (3) Well Installed . Current Status N E (ft) (ft) (ft) (ft) No. (YR) 157 1971 Crouted, 1985 10605 7598 207.6 213.1 153.1 139.5- 149.5 175 1971 Crouted, 1985 8386 7363 233.1 -- 164 155- - 165 181 1971 Inactive (buried) 8744 6833 258.3 -- 194.5 190 - 200 246 1972 Crouted, 1984 10532 6553 210.4 213.5 179.7 220 - 230 Notes (1) Elevations shown were determined at time of drilling. (2) Elevations shown are current or latest determination made prior to well abandonnent. (3) Unless otherwise indicated, depths shown were measured from ground surface at time of drilling. (4) Well located .in channel of Savannah River, marl not present.
[ s O' . TABLE 2-3 NEST OF OBSERVATION WELLS 42A, B, C, D, AND E Ground Top of HISTORY Surface PVC Marl Coordinates Elev.(1) Elev.(2) Interval (3) Screen Depth (3) Well Installed Current (ft) (ft) No. (YR) Status N E (ft) (ft) 42A 1971 Grouted, 1974 8380 9535- 210.6 213.0- 72 - 137 140 - 150 42B 1971 Grouted, 1974 8386 9544 210.4 -- 72 - 137 120 - 130 Crouted, 1974 8398 9563 210.0 - 72 - 137 80 - 90 42C 1971 42D 1971 Grouted, 1974 8403 9571 209.7 212.7 72 - 137 60. - 70 , 1971 Grouted, 1974 -8408 9580 209.6 - 72 - 137 45 - 55 42E NOTES (1) Unless otherwise indicated, elevations shown were determined at time of drilling. (2) Elevations shown are current or latest determination made prior to well abandonner* (3) Unless otherwise indicated, depths shown were measured from ground surface at time of drilling.
O l t i I i TABLE 2-4 i WATER LEVEL MEASUREMENTS FOR OBSERVATION WELLS l p O 1 O
h i i P js deter Levels fee asil 24 T )
s/ Cats ilsvrt on NOTIS Oo-Maf-li?1 121.50 26-MAY-1971 122.70 15-JU4-lit 1 116.30 .
17-JUN-li?1 117.20 16-Jut.-li71 113.30 JUN-l i71 117.20 22-JUN-1s71 '117.6C 23-JUN-li71 119.lC 01-J'L-1971 J 116.20 l 16-JUL-li?1 117.;;- 21-JUL-1371 117.? 23-JUL-li71 117.30 04-AUS-li?1 117.00 11-AUG-li71 117.50 1&-ado-li71 115.20 4 25-AU3-1971 111.20 , 01-SEP-li?1 117.iG a 06-SEA-li71 117.50 15-557-1971 117.30 23-567-1 71 117.33 06-3CT-li71 117.50 i gg 23- CT-li71 117.7C ; 02-NOV-1971 117.10 ; ( ) 10 - r,0 V -l i ? 1 117.10 17- N OV-l ~3 71 116.:3 23-NOV-li71 117.00 al r.. 3
- v .. .s. 1 .i .s t 07 'iC-li?1 117.*s 14-;iC-l's71 1~.S.0;
.. , _ .:..C _ 3. s- e .. 1. 3 . n.
as .:u .,9,.,4 11 3.us - 05-Ja'.-li?2 113.06
, c. -J.n 4 ...si. lc. .;.
114.i; l3i-J .
'. t -19.-..
3-J .,s.t 72 . it..c..; v3-F: L-1s?; 145.30 ; Os-Fi--1972 1;3.50 1 ss-F:. : ~ s. a ,. i ...:. >
.c-A. - .s.: 44 . . .
u s-, , ., s.. . 3 . ..r-115.1; t 16-Mak-li?' 21-M1:-1374 119.': s i 15-a?E-1272 113.73 01-MAY-li?1 1 2.7C , 30-MAY-li73 113.20 10-JUL-li?1 113.30 13 c.T .s.3 4 3 .44. ., . , 0 3-N; /-l i7 3 117.20 Ov. s t t - 1 . , a :. 1 1 , . :. ,s
-g, l e 07-JAN-lit 4 119.3C 0
1
- b h
,. -, . - - . . . - ~ , - - - . - - - ~ . _ , , _ . . . _ , . . - . . , . - . . . -- - . . , . . . - _ - . --
4 . j L l natar Levels fer well 24 (Continued) Data Elevetion NOTis f 10-Fis-197* 121.00 . 13-Mai-1576 122.30 , 17-APR-li74 117.70 i 1 t i h r h i k b I I l I h r i I I ! t i 1 ; k e t I li h I l l 6 I I t L I h
. +
b P deter Levels fcr ws11 it N/ 0:t3 cisvetion N;Ti5 ___________ _________ _____ y 20-APR-li71 "13E.90 (1) . 29-APR-1971 105.50 06-MAY-1971 105.70 2e-MAY-1971 104.30 ; 15-JUN-li?1 102.10 ' 16-JUN-1971 102.20 17-JUN-1971 101.30 13-JUN-lii" 102.60 22-JUN-li71 102.20 23-JUN-1971 101.90 01-JUL-li71 102.50 14-JUL-1971 101.90 21-JUL-1971 -102.50 25-JUL-1971 101.60 04-AU"-1971 101.90 11-AUG-1971 101.10 1:-AUG-1971 103.90 . ; P 25-AUS-lit 1 102.70 01-557-1971 102.80 03-552-1971 102.10 7 15-555-1971 102.10 p 29-3f?-1971 1J2.10 23-0C7-1571 103.10 () 0 2 -i4 0 V-l i 71 102.50 10-n0V-1971 101.e0 17-NOV-1971 1)2.5C 23-NCV-li?1 102.7; ' 01-OhC-1971 10*.10 07-Di"-1971 106.t] . 1*-;iC-lit 1 10o.60 , 23
~iC-li71 10:.?C-
.v s: .,4
.1,. I v. . .s 05-JAN-li72 1Ci.50 12-JAN-li71 105.2:
li-JAN-1972 107.30 26-JAN-li?2 107.tc .. v.. _.- co .,..,. 2 . lu,,4.ss
;3-95--1972 107.:] .
3 :.-r:: ir,c ... s J2-MAR-1272 1;5.e0 . 03-Maa-197; 105.-v lo-MA;-li?1 104.;; 21-MAk-li?; 103.-C ; 16-APA-li72 105.5C 26-AFR-1971 106.20 l 30-FAY-li73 l'i.s0 ' L7-JUL-1673 104.30
% 13-CCT-1972 104.20 wJ 4
03-NOV-1972 10 .0G
-Si-CIC-1973 102.10 i.
- , . , _ _ . , _ - - - , - , ,mm, ,,,,_,,r._, , . y _..._ . ., - . ,_, . _ _- .,, ._. _ . ._ ,
~
Water Levsis.fer nell 2t (C:ntinuso) N/ Cete- !*.evetion NOTI 5 t
< 0 7-J AN-197 4 107.20 07-JAN-1976 107.20 10- F E S-19 7 4 100.10 23-MAE-1974 104.30 17-AFR-1976 105.50 02-JUh-1979 10s.20 07-JUL-1979 102.*O 2 6- r4 G v -19 7 5 103.50 02-JAN-li!O 102.90 45-MaQ-1950 105.30 27-Jui.-li!0 102.70 27-sip-159C 101. 0 29-3EC-199-0 101.*;
26-MAR-1s?1 1s1.iG i9-Juk-19'1 10C.40 23-MAE-1952 101.30 15-JUN-lii2 100.40 15-55P-lis2 100.3C 11- EC-li? 101.30 02-MAR-1352 105.90 2 2- J dis-l i s i 101.:0 21- 5 5 P -15 5 3 59.iC q) 12-;iC-lii? 100.!O 106.9C 12-MAR-lis ~ 11-JUN-lii4 101.-0 NOTE:
.(1) Initial measurement after construction and testingj is not considered valid. Data not plotted on.hydrograph.
fx Water Levels for hell 27
- (
\ Date tievation N~Ti3 06-MAY-19'1 92.50 26-MAY-1971 i3.50 15-JUN-li?1 el.5C
'16-J U N-l i71 51.40 17-JUN-li71~ s1.20 15-JUN-1971 79.50 22-JUN-1971 L1.10
;3-JUN-1971 50.30 01-JUL-li71 s2.50 1 -JUL-1571 33.30 11-JUL-li71 7 3. ~t3 -
26-JUL-li71 6*.00 34-AJ5-li71 52.10 11-AUG-1571 32.iG is-AUS-1971 s?.14 23-AUG-li71 e0.60 01-5EP-1971 s0.70 . [ 06-5E -li71 30.70 15-SEP-1971 20.50 . 30-ScF-1371 SC.7C ; 06-0C7-1971 5C.13 31.5C i 13-0C7-1971 ! l 02-h0V-1571 50.00 10-NOV-1971 72.90 l 17-N"V-1971 50.00 23-N;V-li71 :0.70 ,
- ~1-050-1971 c c.40 ;
l 37-010-1971 si.C 1 -OEC-1771 ii.00 . J 23 ~iC-li71 57.50 1 Zi-0iC-li71 61.00 w:-J..-17,4 . te-J.i. ....4 Av es.,s
.v-s '. .i..
- ,. .:v i
i
.:-J1P.-1??2 i . iC 32-Fii-li72 zi.:0 l 04-F6:-1971 20.10 23-Fis-Is72 37.00 ,
'0;-MAA-1971 o;.50 O.i - M _, %
s.. : . . . ,. MA4-1972 : . .: 0 21-MA:-li72 S2.40 l 15-AFR-1972 11.50 l 26-ADC-lit 2 s5.iO l 30-*af-li?1 ::.70 1 1C-JUL-1973 23.40 l c2 a...:r ..v., . e .:s ; i f 13-DCT-li72 s2.35 ' t 0 3 -l.L V-19 7 3 52.20
- s. :. e. - 1 . , .2.s s .es j 03
g ~ _ _ - 3 3- . Water Le v 315 - f o r n 11 27 (C09tinuso) Cete Elevati:n NOTE 5 l
.___________ _________ _____ t a
07-JAN-197* 24.10 i 10-FEI-197% 75.90 l 23-MAR-1974 30.10 . 17-AFR-197- 87.50 l 15-AUS-1974 64.40 , 11-55P-1974 62.50 07-JUL-lit 9 31.51 l 26-N2V-1979 32.20 27-J UN-13 8 0 52.63 27-JUN-li!O 62.60 lo-JUN-liSC 52.60 i 30-JUN-liiC 62.60 27-567-1930 $2.30 ' 17-55P-1990 32.30 2e-NOV-li!3 32.19
> 25-;EC-1963 31.1C 23-05C-lisc 21.13 -
i 26-MAE-lifi- 32.60 30-JUN-1351 50.f0 23-MA4-1352 s1.20 15-JUN-1352 SC.00 15-515-1952 1.50 - ( sm- 11-CiC-li!1 74.90 ' t 36-MAA-li?3 30.00 , 22-JUN-liii 53.60 21-SEP-1953 75.2C 12-:iC-li?3 75.'; ! F 13-MA4-1 1- 91.20 ; 11-Ju*.-lis- sC.7i il-JUN-life 50.75
. l i- S E P-l ii- 11.1-1:-5i3-1554 s1.14 11-;iC-liis 71.7s 13-2iC-1954 75.7i 04-Fii-lifi 27.ie ,
r l
+
t i 1 l
- , ,.~..m_
water Levels for' wall Ir i *
' V-. Data. Elevation NOTE 5-a 29-APA-li71- 102.?0
. 0o-MAY-li71. 105.0C 26-MAY-1371 103.60 15 - J U's-l i71 '107.10 16-JUN-1571 107.20 17-JUN-1971 107.*0 15-JUN-li71 106.80 22-JUN-li71 1;c.00 23-JUN-1371 31.50 01-JUL-li71 100.50 14-JUL-li?1 102.65 21-JUL-1971 103.30 26-JUL-1971 102.30 04-AUG-li71 101.50 11-4uG-1971 131.5) la-AUG-li?1 101.h0 25-AuG-1971 102.00 01-353-1671 102.1]
06-557-1671 102.33
.15-SEP-1971 101.70 24-553-1971 132.ca gs 23-CCT-1371 33.00 02-N3V-li71 id.15
- () 10 - P.0 V -l i 71 96.7~
17-NOV-lit 1 38.50 2 3 -r.C v-1 + 71 it.70 J1-350-1971 99.50 4 37-;i0-1971 Si.tG 1*. v...: v . .v. .. ., ,. s. ....: . 23-sic-li71 101.50 29-;iC-li71 iv.*C , 05-JAN-1971 92.03 / 12-JAh-li7 101.2L I 1r-JAN-it?_ 1 C 1. .- C 7 26-JAI.-li7; 13 .:s i ! 02-Ac -197; 102.7C
.03-751-197; 103.:C j 23-Fed-197; 102.1
! 0 2-9 A ;. -19 7 ; .101..L l^ 03 4'A4-li7. 1;1.2C [ 16 *A?-li?: 101.7; 21-MAE-li7' IC1.:C I is-AD;-li?" 101.2's j 1 26-AFR-1972 102.!0
- 30 *AY-li?2 100.fC I 17-JUL-lit 1 si.50 13-;C T-1-i? : si.CC
~
. 03-h;V-1973 Si.'C
' 02-OcC-li73 95.20 4
07-JAN-197* 100.70
- f i
+ ' n- ,, -a, av ,,--....-.----,n , , . , ,,.,._.-.~.,-,-,,-.,-,-,.n,- .,,,,,...--.--,_,-,-.-,,.--..n. , . . - , .. , , - ,...w an, , , ,,,n ,e
Water Levals.fce n'e ll li (Continuac) utta : ., s v r t i o n
,_7..3
.v.
10 5EE-1974 Gr.20 23-MAR-li7- 39.30 17-APR-li7e 35.20 iI.00 15-AUG-li76 11-5s:-1974 97.30 26-NOV-1975 57.30 JAN-1953 36.60 25-Mas-13*C 104.00 JUN-li: 0 36.35
~- --
ov e ew-13.s -e- - s: .63 on-M..<,2: . a :.eC 2 3-J u t.-l i S 1 96.03 23-MAR-lii2 94.70 15-JUN-li31 i;.5C 15-5EP-li5; 34.60 11-OiC-li'2 33.50
. 06-MAR-li33 32.iJ .
4..4 - J v, ,. . , . . .as: y,.:v 15 CT-lie 3 54.40 1 .3 _ . 4. v _ 1 ;. .: 2 . e .-. It-Ma..n-12:_ v2.37 11-JUN-135- 9 .iG ( 10-550-133* 34.00 1:.a:w-12:~ ::.3. 06-Feb-liii 22.50 i 4 i l l l 1 i I f i f, t e l l 1 . y. l l'
~-,_-....,__._,,,__._.v-. . . . , , , , - , .
4 4
-Water Levsis for Well 31 O 4 \' / Octe Elevets.o, :C T i 5 P
01-JUL-1371 101.40 14-JUL-1971 105.50 21-JUL-1971 107.10 26-JUL-1971 107.30 04-auG-1971 107.10 11-AUG-1971 107.e0 15-AuG-1971 107.90 25-AUG-1971 105.60 01-SEP-1971 105.40 l 06-55P-1171 107.60 - t 15-5fD-1971 107.60 t 30-5EP-1971 107.*C 06-;CT-li71 107.10 22-0CT-1971 105.50 02-NCV-1971 106.30 [ 10-N;V-1371- 105.80 17-NOV-1971 105.?C i r 23-NCV-1971 10?.i0 9 01-DEC-li71 10c.33 , i 07-3EC-li71 136.20 t 14-0EC-1571 10s.50 ! 23-0EC-1971 105.60 I ., l' 21-OiG-1971 103.30 1 (-- 05-Jab-li72 106.iG [ 12-JAN-1972 107.30 19-JA\-19'; l'G.70
. t 03-FiS-li7; 111.70 09 5d:-1s71- 111.30 23-?i3-li?2 110.50 [
02 *us-li7; 10E.60 , Os-MA;-1 71 10s.30-lo v,A4-li?; 1s!.60 21-MA:-197' 103.10 13-AFR-1972 10'.-0 : i Et-LP4-1)T3 112.10 j 30-v,AY-li73 li).70 17-JUL-li?3 105.60 13-CCT-1573 10:.10 , 03-t.CV-1973 107. 71 as .: . ~..s.:
..a.: . ,
37-JAN-li7- 110.10 10-FES-137. 10 .50 ; 23-M ;-197- 106.fG 17-APR-lii. 110.50 15-auG-li74 107.10 11-Sia-1s74 105.t1 i 05-JUN-1s74 1;7.91 07-J -1973 136.91 i 0 07-JJL-1979 10:.i7 Z :,-tiL V -l i 7 i 107.90 ! P 4 yc- y- w-w-w -- w+3---- g prry 9.r-4wygy w - y.-- g. y 3 ,p- ., =, w y wm.w<g wr.+ - -ie---w.,a- - , - ----w.-----
=ater Lsvels for Well 31 -(Continu,c)
- y
/ Data ilevation
- Tis 11-J A N-l h ! O -106.Se 24-JAN-liSC, 109.06 25-MAR-1550 111.3*
JUN-lii0 107.10 27-JJN-li20 107.10 27-JUA-1990- 107.10 26-JUN-1950 107.10 30-JUN-1950 107.10
. 27-5EP-lis0 10E.13
;7-559-193C 105.1C 26-NOV-li!O 157.59 ii-CEC-1950 105.20 29-DEC-liSC 105.20 2 6-M A R-l i 31 105.43 i9-JUN-liil 103.90 3 0 -J U N-19 51 103.90 23-MAG-li! 104.60 .
15-JUN-lis; 103.50 15-35F-fill 10?.12 11-;EC-liF; 103.50 16-;i0-1952 103.53 0= *A;-li33 105.50 b)
\ 22-JU*i-lii3 21-557-1993 104.70 151.sc (1) 12-SEC-lis2 151.20 (1) 12-MA:-193* 162.! (1)
NOTE: (1) Data not valid. Data not plotted on hydrograph. Well damaged during construction of cooling towers. v
enstar cavsis fer-Wall 32 I-%gi
. 'V Orte :levation N;Ti5
'15-JUN-1971 104.40 17-JUN-1771' 107.60 i 13-JUN-1? 1 107.40 22-JUN-1971 107.40 23-JUN-1971 107.60 01-JUL-1971 105.90 14-JUL-li71 103.30 21-JUL-li71 104.40 26-JUL-li71- 136.10 04-AUG-1371 1Ca.'C 11-aUS-1971 106.30 15-AUS-li71 107.2C 25-AUG-li?1 '10:.40 01-567-1971 107.40 05-sip-li71 107.20
~15-SEP-lit 1 107.20 30-SEP-1971 107.00 0CT-1971 106.21 -
' 23-:CT-1971 106.1.
02-NGV-1971 105.92 10-NGV-1971 105.40
.-s . 17-NOV-1 71 ' 135.60 ,
('-')- 23-NOV-1971 105.70 01-0EC-1971 106.20 07-Ci -1371 100.~0 14-SEC-1971 107.60 23-;iO-li?1 10s. 0 29-0EC-1971 109.7; 0 5- J A '4-l i 7 2 107.70 12-JAN-li7 107.20 li-JAN-1971 10 .20 26-JAN-1972 105.60 0 3 -F ii-197 2 110.t; Os-Fi6-197; 110.7C ' 23 Sc3-li7; 110.-; 32-mar-1174 10:.31 09-MA:-1972 105.30 16-MA4-1971 105.30 21-Ma;-li7 109.eC i 1:-a94-197; 1G3.-C i 26-APF-1573 111.50 ; 30-MAY-1971 1]i.70 ; 27-JUL-1s73 19s.70 13-CCT-1973 105.4C 03-N;V-li73 105.0C , 01-0EC-l's73 104.15 07-JAN-197- 107.40 g- 10-Fic-1374 101.63 ! 23-MAR-li7. 102.40 l
' (' 17-APA-1974 105.00 ,
I e I
-~n - _ _ . , , _ - . , ,,-,.-m ,.m, . . . _ , _ _ , , , , _ ,,.,_,._-~,,,m. , - _ , , , . , , - _ , - , , , . ~ , . - , , , - . . , , , , , , , , - - - , . - , . , _ _ . . - - _ , - , _ . . . . , , , _ , , , _
water'Levals for Wel'1 32 (Continued)
.Orte Elevation NCTES d
a
'15-AUS-1976 106.30
, 11-5EP-1974 106.96 07-JUL-1979 107.00 24-JAN-15?C 106.40 25-MAE-1960 103.70 27-JUN-19EC 107.10
'2 7-5 EP-19 9 0' 103.?0 29-0EC-li30 104.10 Zs-MAA-1991 .104.40 25-JUN-liil 103.30 23-MAR-li?2 105.00 15 - J U r,-l i 3 2 102.30 15-5EC-19?2 102.10 11-0EC-lisi 102.20 05-MAR-1763 107.03 22-Juh-1933 103.00 15-5EP-li!3 101.73
~12-0 5 2-17 5 3 102.40 12-MA:-19?6 137.23 22-M AR-19 5 4 107.60 4
i
- i I
i 6 t f i I g- dB i L-1 I
, _ _ . _ _ _ _ . _ . _ _ . . . _ . _ _ _ _ _ _ _ _ _ _ _ _ _.__.._..___I
Water Levels for Well 42A - em
) Date Elevetion NOTES \~J ----------- --------- ----- ,
18-AUG-1971 104.70 ., 25-AUG-1971 102.90 G1-SEP-1971 102.00 08-SEP-1971 103.20 (1) 15-SdP-1971 101.80 28-SEP-1971 102.50 29-SEP-1971 51. 5 0 ,,,,, 0 6- 0 C T -19 71 93.30 23-0CT-1971 93.30 02-h0V-1971 97.20 10-NOV-1971 96.20 17-NOV-1971 93.00 23-NOV-1971 99.70 01-DEC-1971 100.90 07-DEC-1971 101.00 le-OdC-1971 101.20 23-DEC-1971 100.70 29-DEC-1971 102.50 05-JAN-1972 99.50 12-JAN-1972 96.50 19-JAN-1972 101.10 26-JAN-1972 99.00 () 03-FES-1972 09-F:E-1972 100.40 99.70 2 3-F E S-19 7 2 101.70 02-MAR-1972 100.70 , 09-MAR-1972 100.70 16-MAR-1972 100.70 21-MAR-1971 101.50 18-APR-1972 101.20 26-APF.-1973 105.40 40-MAY-1973 105.50 27-JUL-1973 110.50 13-0CT-1973 106.10 03-NOV-1973 107.30 09-DEC-1973 107.30 07-JAN-1974 10E.00 10-FiS-1974 106.60 23-MAR-1974 105.60 17-APR-1974 109.e0 ; i NOD : j (1) These data not valid. The measurements represent water in the well used in construction and development, not aquifer water levels. l l
i 1
- Water Levels for ke17 c'S PT (J ___!_'_*I____ !!I_"*21I_" "31I3 15-JUN-1971 167.40 ~
16-JUN-1971 177.20 18-JUN-1971 17*.50 (1) 23-JUN-1971 175.40
'04-AUG-1971 123.00 11-AUG-1971 120.70 18-AUS-1971 120.40 2 5 - A U G-19 71 120.30 01-5EP-1971 120 30 0 8-5 E P-19 71 120.40 15-5EP-1971 120.70 30 -5 6 P-19 71 120.10 23-GCT-1971 120.20 02-h0V-1971 115.40 10-huv-1971 119.60 17-NOV-1971 117.E0 23-N0v-197. 115.30 01-DEL-1971 118.40 07-DEC-1971 116.50 14-C E C-19 71 116.30 23-DEC-1971 119.20 2 9-D E C -15 71 116.90 0 05-JAN-1972 12-JAN-1972 116.20 113.40 19-JAN-1972 119.30 26-JAN-1972 113.10 03-FE6-1972 1*0.10 Oi-F E h-197 2 120.e0 23-FEi-1972 121.90 02-MAR-1972 12".60 09-MAR-1972 122.50 16-MAR-1972 125.90 21-MAk-1972 124.10 18-APR-1972 122.50 27-JUL-1971 139.20 NOTE:
(1) These data not valid. The measurements represent water in the well used in construction and development, not formation pressure. O
4 Water Levels for Well 42C O
. (_) Date Elevation NOTES 15-JUN-1971 151.70 -*
16-JUN-1971 151.70 18-J UN-1971 150.90 23-JUN-1971 152.20 01-JUL-1971 152.30 14-JUL-1971 150.20 21-JUL-1971 152.00 23-JUL-1971 151.60 04-AUG-1971 152.00 1
.11-AUG-1971 152.20 '
13- A UG-1971 152.00 25-AUG-1971 150.00 01-SEP-1971 151.50 0 8- S E P-19 71 151.70 15-SEP-1971 152.CC 30-5EP-1971 152.20 23-0CT-1971 152.40 02-NOV-1971 151.00 10-NOV-1971 151.20 17-hGV-1971 151.20 23-NOV-1971 151.20 ( _ 01-DEC-1971 151.10 $ ( 07-DEC-1971 151.00 14-3EC-1971 152.20 23-DEC-1971 151.30 29-DEC-1971 151.50 05-JAN-1972 152.00 i 12-JAN-1972 151.50 19-JAN-1972 151.90 26-JAN-1972 152.40 0 3 -F E S -19 7 2 152.60 09-FE5-1972 153.00 23-FES-1972 133.40 02-MAR-1972 153.50 09-MAR-1972 153.40 16-MAR-1972 155.30 21-MAR-19T2 154.20 18-APR-1972 153.70 2 7-J UL-197 3 160.30 O
T dater Levels for Well 420 I (G~ _) Date dievetion NOTES 15-JUN-1971 157.90 " 16-JUN-1971 159.40 18-JUN-1971 159.60 23-JUN-1971 157.40_ 01-JUL-1971 157.00 14-JUL-1971 157.70 i 21-JUL-1971 157.70 28-JUL-1971 157.40 04-AUG-1971 157.30 11-AUG-1971 157.00 16-AUG-1971 156 90 25-AUG-1971 156.00 01-CEP-1971 156.40 08-SEP-1971 156.30 15-SEP-1971 157.20 30-SEP-1971 157.40-06-GCT-1971 157.30 23-0CT-1971 157.60 02-NGV-1971 156 60
- a. - 10-NOV-1971 156.70 17-NOV-1971 156.70-23-NOV-1971 156.70 O 01-DEC-1971 07-0EC-1971 156.70 156.70 14-DEC-1971 156.70 23-0EC-1971 154.20 29-0EC-1971 156.20 0 5-J A N-19 7 2 156.50 12-JAN-1972 156.43 19-JAti-1972 156.70 Zo-JAN-1972 156.'O 03-FE5-1972 156.60 09-FE6-1972 156.90 23-FEh-1972 156.9C 02-MAR-1972 157.30 09-MAR-1972 156.90 16-MAR-1972 156.90 21-MAR-1972 152.70 16-APR-1972 157.40 26-APR-1973 1c0.00 30-MAY-1973 160.70 27-JUL-1973 lol.20 13-0CT-1973 161.10 03-NGV-1973 160.50 09-DEC-1973 160.30 07-JAN-1974 15E.30 10-FEB-1974 0 23-MAR-1974 17-APR-197*
157 30 157.70 157.30
de,ter.-Lavels fer Wall 1012 Octa Elavetion f. T + 5 13-0CT-1971 117.70 24-0CT-1971 117.20 02-NOV-1971 116.00 10-A3V-1971- 116.E0 17-NCV-1971 116.00 23-NOV-1971 115.7C
. 01-OiG-1371 116.!O 07-OsC-1971 117.00 14-DEC-1971' 11s.30 13-0E0-1971 116.30 29-LEC-19?1 115.00 05-JAN-197I 117.50 12-JAN-1972 117.50 19-JAN-197; 119.00 L6-JAN-1971 111.30 03-FE:-li72 119.50 03-FiS-li72 119.50 23 :55-197 119.10 '
32-MAR-1972 11i.50 Gi-PAR-1971 116.5C 16-MAR-1972 116.e0 MAR-1972 1li.s0 13-AP -li7; 11t.!O. 25-AFR-1,73 120.:0 30-MAY-1973 115.20 10-JLL-1371 119.50 27-JUL-l'v73 111.40 2;-5Ec-1973 115.50-13-;CT-li73 114.30 03-NOV-1973 115.60 Oi-3:C-1973 115.2'J 07-Jah-1: 7- 11:.30 10-FEi-1974 113.00 23-9 E-is7- 113.53 17-A;;-137- 112.90 r e
. - _ _ _ _ . . . . . _ __ ___ m i
~
Water Levels for Well 124 fh ) (w/ Data slavrtion NOTE 5 09-358-1971 lol.?O ' 01-CCT-1171 101.60 05-0CT-1971 lel.70 . 07- CT-1971 161.60 12- CT-1971 101.50 ! 24-0CT-1971 161.90 02-NOV-1s71 161.9C
- 10-NOV-1971 161.50 17-NOV-li71 151.5C 23-NCV-19'1 162.00 01-OsC-1971 161.30 '
07-06C-1971 131.20 14-CEC-1971 l o l . 5 C-23-OdC-li71 161.60 25-CiC-1971 161. C 05-JAN-1572 161.56 1*-JAN-1972 162.00 19-J A N-l i? 2 1c2.00 26-JAh-1970 1o2.10 03-Feh-li72 102.4S Ji-F:i-li7; 1:2.20 , 23-Fis '.i's 162.30
.C4-MaE-1972 162.30
( 0,-MA;-1972 1:2.es 16-mat-1972 162.50 ; 21-MA~-1)?2 ic2.70 i 13 *;C-1972 152.70 ! 26-AP3-1372 lo7.20 30-4-Y-1772 les.90 ; 10-JUL-1973 ity.s* 27-JUL-li72 170.20 22-1d&-1971 lei.dC 13-2CT-li73 17. 20 03-f.0V-li71 ici.33 01-OiC-1772 165.-C 07-J44-1774 1:7.!) 10 - F i :-l ',7 4 16:.00 23-PA:-li7, 106.:: 17-aP4-1374 163.50 1~-au"-li'- 1:2.t; 11-5EP-li?- 169.20 s
water Levels for Well 12)
. (N
'\_-) Orte Elevation '.0725 30-5ED-1971 154.20 01-0CT-li71 154.60 05-;CT-li?1 15*.40 07-;CT-1971 154.50 13-0CT-1971 154.30
-24 .CC7-1971 15*.20 0 2-r.0 V-19 71 153.60 10-h0V-li71 133.40 17 - f.0 V-19 71 132.50 23-NOV-1371 1 2.80 01-0i0-1971 1: 4.0; 37-OiC-1971 154.20 14-CEC-1971 254.10 23-LEC-1971 154.30 25-OdC-li?1 15*.!C 05-JAf4-li71 154.30 12-JAt.-137* 15 . 3 li-JAN-1371 154.60 2 6- J a r.-19 7 0 154.40 03-FEs-li7' 155.00 Oi-FEE-li71 155.20
% . .:-r:n ..7 .2 .. : s. . e ..s 02-MA:-1972 125.6; vi-MA;-li71 15*.30 16-MAA-1972 15 .50 21-MAR-197; 154.60 1: *FR-li7; 15i.:C 01-MAY-li73 157.10
~30-MAY *372 162.*1 10-JUL-li73 16*.f0 27-JUL-1371 133.20 21-5E8-1971 1:2.0.
13-CC7-li73 161.2C ' 33-NGV-li?! 1:2.00 03-1i0-1971 1:1.e s 07-Jah-li74 136.90 10-FEi-li?4 155.20 i 13 wAA-137. 154.21 1,, ...rs..,.s.- . :. . .... l 15-AU$-lit
- 150.1,
. 11-55P-197* 16 .20
- 0 2-J Uf.-19 7 ) *12.); (1)
G7-JUL-li?5 !!1.70 (1) i 26-NOV-1979 lei.60 (1) !- 02-Jab-liiO 20*.90 (1) (' 11 :ii-1 H O 111.60 (1) 24 8h5-1950 203.90 (1)
-'g 01 853-195] 199.10 (1)
, q j 15 Sii-13?C 191.30 (1) Zi-MAE-li!Q 175.-C (1) [
Watar Levals for Wall 123 (Continuad)
- fm Q Date Elevation MTES 27-JUN-1980 156.00 27-SEP-1980 147.70 29-DEC-1980 143.90 28-MAR-1981 142.60 23-JUN-1991 141.60 23-MAR-1982 140.80 15-JUN-1982 140.80 15-5EP-1982 141.00 11-DEC-1982 140.60 JS-MAR-1983 140.60 22-JUN-1933 1,7.80 15-SEP-1983 151.00 12-DEC-1983 152.80 12-MAR-1934 154.10 12-JUN-1934' 157.30 18-5EP-1984 157.70 13-0EC-1994 157.20 04-FEB-1995 157.20 NOTE:
(1) Data not valid. Data not plotted on hydrograph. Well covered by grading. Found at 1 foot below grade as reported on March 5, 1979. Well found to be plugged and was flushed, but later found that flushing did not remove plug. Well was cleaned with air on July 13, 1984. The low water level reported in 1974, glevation 144, is the correct water level measured on September 11, 1974. However, this water level reflects drawdown of the unconfined aquifer as a result of dowatering the Power Block excavation. Therefore, this level should not be compared with other water level data to determine undisturbed, steady-state water level fluctuations of the unconfined aquifer. In addition, the water level data for this well presented on Table 2.4.12-7 (Sheet 2 of 3) for all of 1979 and the first two quarters of 1980 are in error and should not be considered. The well was covered up during site grading and was not found until March 5, 1979. At this time, the well was found to be plugged and was washed in an effort to remove the obstruction. It was later found that the washing did not solve the problem. On July 13, 1984, the well was cleaned with air and is now considered operational. O A
Water Lsysis for well 13t Cets Elevr+; n NOTIS 30-5EP-1971 113.00 01-CCT-li71 112.50 05-0CT-1971 105.10 07-CCT-1971 105.40 13-0CT-1971 105.00 24-0CT-1971 105.20 0 2- t40 V-19 71 104.10 10 - N G V-1971 103.50 17- r.C V -19 71 104.20 ; 23-h0V-1971 106.90 01-0dC-1371 105.1; ; 07-0EC-1971 105.50 14-OdC-1971 107.10 23-OiC-1971 107.70 29-0E0-1971 106.70 ; 0 5-J AN-197; 105.70 ; 12-J ah-l i? 2 105.90 : 19-J ail-19 7 2 '105.00 l 26-JAN-1771 10s.10 ! 09-F52-1971 109.00 ! 16-A74-1973 109.90 30-MAf-1971 106.30 1 27-JUL-li73 106.40 l 14-;CT-lit 3 104.50 ! 0 3 - t.0 V -19 7 3 106.10 ! 09-GEC-1972 103.73 ! 07-JAN-1974 107.60 10 251-197. 103.50 i 23-MAG-1974 110.t0 l t
.l i
r A f r i p i r i
Water Levels for Well 138 Date Elvvation NOTES 07-JUL-1979 145.70 26-NGv-1979 147.90 _ 24-JAN-1930 211.50 01-FE5-1980 210.20 15-FEB-1990 203.10 g 25-MAR-1920 146.00 29-DEC-1990 155.00 28-MAR-1961 156.20__ (1) Data not valid - Well found to have an obstruction at Elevation 157.6 that could not be removed. Well was grouted. O 4 1-I- i o e i i i
Water Levals for hell 1-0 O (-) Date ilevation NCTis 01-0CT-1971 130.90-05-CC7-1971 161.30 07-CCT-1971 161.30 24-CCT-li?1 16C.70 02-A0V-1971 155.40 10-N 0 'l-19 71 125.40 17- t.0 V-19 71 159.90 23-NOV-li71 16C.30 01-05C-li71 160.00 07-35C-1971~ 159.i; 14-2EC-li?1 153.13 23-DEC-1971 154.50 Ii- EC-li71 lo3.40 GS-JAh-li7; 160.1C 12- J A f.-19 7 2 163.30 li-JAN-lit 2 160.45 2 6 - J M.-l i71 163.30 03-Fhs-li?2 130.10 OS-Fii-li?; 159.40
- 23-F51-1972 110.40 OI-M4/.-1971 it0.60 09-MAA-1972 lel.;0 O le-*A;-1972
'21-MAA-1972 le-a 7 A
- 971 lol.10 161.-0 161.10 36-JUL-li70 15 i . e '
26-AP4-1973 1o4.+] 30-MAf-li73 165.55 27-JJL-li73 116.?0 13-CCT-li?3 1ci.30 33-?;V *973 1ei.00 33-0fC-1973 137.-0 37-Jah-1 7- ici.7; 10-Fii *s?- ~1t .1S 13-MaE-li7- le .i5 17-ACE-197- 1:1.?)
~ water Levels for W611 '141 Cata Elavation t.CT55 01-CCT-1971- 15*.50 05-0CT-1971 156.70 07-CCT-1971 15 .70 12-CCT-1971 154.50 13-0CT-1971 154.70 24-0CT-1971 154.73 02-N v-1971 154.10 10-NOV-1971 *54.03 17 -N O V -l i 71 15 .00 0 3 -i. 0 V -l 's 71 15e.2C 01-05C-li71 154.20 07-ChC-1971 15*.60 14-OiC-1971 154.50 23-05C-1971 156.30 29-0EC-1171 154.60 C5-JAN-197; 154.30 12-JAN-1972 154.60 li-JAN-1172. 154.5C 26-JAN-1972 15*.60 03-Fdi-1972 154.40 09-Fh:-li7' 15 .i? 23-Fi!-li?- 115.10 32-M=R-li7; 155.10 09-MA.-1s72 155.2C 16-MAi-1771 155.40 21-MA4-li?; 155.50 14-APA-li72 155.-0 5 9 w,
,7s dater Levals 4r Well 142 ( '\ ' Osta ilevetion f. 7 : 5 01-CC7-1971 152.70 05-UCT-li71 152.56 07-00T-1971 152.90 13-GC7-1971 152.30 j 2*-CC7-1971 152.50 .
.02-NC/-li71 it3.20- '
10-h0V-1971 152.20 17-N3v-li71 152.00 2s-NOV-li71 151.70 . 1 01-LiC-li?1 151.70 ' 07-LiC-1971 151.65 16-Oct-1971 151.90 23-OiC-li71 151.90 l 29-OdC-1971 152.20 ! 05-JAN-197i 151.10 12-JAN-1972 152.2: f li-JaN-ir7; 152.-C , 26-JAN-lit 2 152.50 ' ' 02-FE5-1971 152.70 09-Fh:-li72 152.70 , ii-F51-li72 152.90 , 0 2.-M A R -19 71 133.20 ; Gi-M;;-1972 b3.20 15-MA 172 132.20 [ 21-Ma:-1972 131.50 l Id-APA-li71 153.10 ; 01-N-t-1971 115.33 (1) 30-MAY-1971 1:0.;0 13-Jaw-1 73 150.00 27-Juw-1973 153.7G l 22-Si:-li72 151.10 i 13-;CT-li7: 15).70 03-N;V-1s?1 157.-0 09-;:0-1573 15:.i. ' 0 7 - J a f.-19 7 4 157.7C 10-Fii-li7* lis.s; 23-MA;-li?e 137.4; , 17-A ;-is7- 12:.1C A., 6-s...
.,57. '
.4 .. t C e - J u f.-l i 7 ) 214.40 (2) !
07-J'JL-197: 217.50 (2) [ 5 6 - P. . / - asr 44.v. (2) ! 2 7 - J J.4-l ii ; lat.03 f 27-5h:-lii) 1-5.50 ; ii-Li?-li!; 1-!.i; r
.: , -a.i. r
,s.
li-J uf.-t r i l 1+5.73 i
/~ 25-MAA-li!2 1-5.50 '(5,,) ' 15-Jua-li?2 1.E.30 l 145.30 15-3:P-lis; ,
F
.M-te % w ww-
Water Levels for Well 142 (Continued) Date slovation NOTES 11-DEC-1982 146.10 08-MAR-1983 146.30 22-JUN-1983 152.30 15-SEP-1983 153.30 12-DEC-1983 154.40 12-MAR-1954 155.10 12-JUN-19E4 166.10 (3) 18-SEP-1984 156.50 13-DEC-1984 155.90 04-FES-1985 155.70 NOTES: (1) Measurement considered not valid. Data not plotted on hydrograph. This level is 10 feet lower than lowest measurement recorded during dewatering. (2) Values not valid. Data not plotted on hydrograph. Data sheets show well is stopped up. O (3) Value not valid. Data not plotted on hydrograph. Data sheets show well plugged and washed out. This measurement was made just af ter well flushing and is wash water. The low water level recorded on Table 2.4.12-7 for 1973. Elevation 136, measured on May 1, 1973, is considered in error. This level is the lowest level ever recorded for this well and is far out of line with the other measurements. The level is 10 feet lower than the lowest measurement recorded for this well during dewatering of the Power Block excavation. The water levels reported for the second and third quarter of 1979 are also not valid. These elevations are 217.6 ft measured on July 7, 1979 and 222.0 ft measured on November 26, 1979. The field data sheet for both of these dates state that the "well is full of sediment". The well was cleaned by washing in June of 1984 and is now considered operational. O
Water Levels for hell 143 .A b Data Elevation NOTES 01-CCT-1971 154.00 05-0CT-1971 154.10 07-0CT-1971 154.90 13-0CT-1971 124.90 24-0CT-1971 ,154.20 02-NGV-1971 153.00 10-NOV-1971 153.20 17-NOV-1971 153.50 23-NOV-1971 153.60 01-DEC-1971 153.60 07-DEC-1971 153.60 14-06C-1971 153.70 23-DEC-1971 153.50 29-DcC-1971 153.70 05-JAN-1972 154.00 12-JAN-1972 154.20 19-JAN-1972 154.30 26-JAN-1972 154.40 03-FES-1972 154.60 0 9-F E o-19 7 2 154.50 23-FEB-1972 155.20 02-MAR-1972 155.00 0 09-MAR-1972 16-MAR-1972 155.00 153.0C 21-MAR-1972 154.70 15-APR-1972 154.00 26-APR-1973 161.60 30-MAY-1973 162.00 27-JUL-1973 152.90 13-0CT-1973 162.30 03-NOV-1973 162.00 09-DEC-1973 161.3C 07-JAN-1974 159.50 10-FEE-1974 158.60 23-MAR-1974 160.0C 17-APR-1974 155.30 15-AUG-1974 149.90 The water level measurement shown on Table 2.4.12-7 for the 1972 low is in error. The elevation listed is 143 ft. This number was determined (in error) by subtracting the measured depth of well (82 ft below M.P.) on 2/9/72 instead of the depth to water, which was 70.5 ft. The correct water level elevation is 154.5 ft. The correct low water level elevation for 1972 is 153.0 ft, measured on March 16. O
1 I arter Levels fr 'aall 144 , Date i lsvrtion . - TE5 i I 11-0E0-1922 104.70 ! r 23-JUN-19?3 105.50 i 21-5dF-li33 lus.30
- I l
b P i f l I I r i E i i l P P i
?
r s r
+
I l 1 i t t t
- 1 I
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+ w w - v -y- -
wmwy p-mm-vvww-- 9-ma - e-- w-e,ww--e --mww--- owevw--m,-----, w
Water Levels for Well 145G
/*
b Date Elevation NOTES 01-CCT-1971 196.10 05-0CT-1971 195.70 07-0CT-1971 195.60 12-0CT-1971 194.70 24-0CT-1971 ,196.70 02-NOV-1971 114.90 10-NOV-1971 196.30 17-NOV-1971 194.90 23-NOV-1971 196.60 01-DEC-1971 196.50 07-DEC-1971 196.70 14-DEC-1971 197.30 23-DEC-1971 193.90 29-0EC-1971 194.90 05-JAN-1972 195.00 12-JAN-1972 194.70 19-JAN-1972 196.20 24-JAN-1972 197.40 03-FE5-1972 195.90 09-FES-1972 195.90 23-FES-1972 195.50 02-MAR-1972 194.70 (m) 09-MAR-1972 194.60 16-MAR-1972 195.70 21-MAR-1972 195.40 16-APR-1972 194.70 ___ 01-MAY-1973 1*7.20 (1) 30-MAY-1973 160.50 27-JUL-1973 160.70 13-0CT-1973 158.30 03-NOV-1973 153.10 09-DEC-1973 157.40 (2) 07-JAN-197* 151.20 10-FES-1974 154.90 23-MAR-1974 155.70 17-APR-1974 154.00 15-AUG-1976 152.20 - NOTE: (1) Data not valid. Data not plotted on hydrograph. i (2) Changed from monitoring by LETCO to monitoring by Georgia Power Co. , The water level elevation in this well fluctuated a maximum of 3.5 ft, between elevation 197.4 and 193.9, from the first measurements from 1/5/71 p) u through 4/18/72. The April 18, 1972 measurement was the last measurement made by Law Engineering Co. personnel. The next measurement was made on May 1, 1973 by personnel of Georgia Power Co. and was recorded as elevation 147.20 ft. The remaining measurments through August 15, 1974, show the water Icvel to fluctuate between 147.2 and 160.7 ft (13.5 ft). We have no explanation for the more than 30 f t (consistent) difference in elevation between the 1971-72 and the 1973-74 data.
r-
, %' N r
7s water Levels for Wall 147
~t 3 -Vi Orte dievttion t.: T h i 05-3CT-1971 116.5C 07-CCT-1971 113.00 12-CCT-li?1 113.20 24-CCT-1971 116.30 02-NOV-1971 114.30 10-NOV-1971 114.70 17-NCV-1971 114.60 23-NOV-1971 11'.60 01-D:C-1971 114.3C 07-CEC-1971 115.10 16- 50-1971 116.7v 23-;EC-1971 115.30 2 9-Oi C-19 71 116.40 05-JAN-1972 115.i0 12-Jaf-1972 115.iG 19-JAN-197; 117.20 26-JAN-1972 117.7C O'3 - F E E -l i ? 2 117.30 09-FiS-197; 117.70 23-Fis-197; 117.60 01-MAP.-197; 111.50 rx Gi-MAR-1972 116.s0
( ) li-M';-li7; 11e.30 21 vas-li7; 117.10 li-APR-lit 2 116.50 26-APF-1973 115.90 20-MAY-li73 117.-0 10-JLL-li73 155.-0 (1) 7-JUL-li?3 117.4C 2 2- 5 E 3-197 3 115.01- (1) 13-:CT-1973 115.1. 03-hCV-li?3 117.13 Ci-;EC-li73 117.31 J7-JA'4-li?* 117.20 10-Fi:-li?- 11).01 i3-MAE-li7e 119.20 17 - A F;-19 7
- 11:.30 NOTE:
(1) These data are not considered valid. Data not plotted on hydrograph. These measurements are more than 60 feet higher than the next highest measurement. There is a
' normal' (117.4') data point between the two high points.
\ .
. 1 i
l t i deter L'9 v a l s for Well 157 !
" eta s -levrtion to:TE5 .
i i 07-JUL-1979 211.00 l 26-NOV-1975 212.C0 25-M10-1550 210.10 27-JUN-1950 205.30 , 29-3EC-li!0 205.30 28-MAR-liil 204.iG t h t 1 1 i 6 I i I i I i i l l [ P 4 i { i l l
; i t
k i b
}
I n b k
s. water Le va is for Wsli 173 t CEt2 E l e v r t i o r- !,0 Tis E 1 07-JUL-li75 144.00 2 6 - P. 0, .' - 1 9 7 5 144.-0 23-MAA-lis0 145.40 27-JUN-lie 0 1 4.50 29-C50-lie 0 1-4.30 28-MAR-li!1 1*1.00 i i 4 i i i 1 l l '4 i j I i l { [ .I
'- --we~rwe-w,m-,_,.., . . , , __._ , _ , _ _ _ _ _ _ _ _ _ _ _ _
Water Lsveir fer W211 176 T' s/ Oate ilevrtion .NOTEI 2 3 -3C T-1971 159.90 24-0CT-1s71 li9.7C 24-GCT-1971 15i.70 0 2-N O V-19 71 159.20 10-h0V-li?1 155.10 17-NCV-1971 15i.4C 23-40V-li71 159.60 01-CEC-1971 159.40 07-05C-1971 139.oC 14-OiC-li?1 155.*U 23-CEC-1971 125.30 Z i- O t C-l i 71 155.*0
'05-Jah-li?2 155.30 12-Jah-1972 160.0C 19-JAN-li72 160.10 26-Jah-li72 130.10 03-Fii-1972 1s3.20 Oi *di-1972 1:0.*0 21-Fis-li71 12C.30 02-MAF-li71 161.10 Ov-MAR-li72 131.10 16-M A L -l i? 2 1:1.40
' 21-Va;-li72 161.20 13-APA-1972 161.40 - 01-MAY-1973 166.50 30-MAY-li72 166.20 27-JUL-li?2 155.4C 13-CCT-1973 16t.1C 03-NCV-1973 Iff.70 0 5-0f 0-197 3 165.30 07-Jah-li7- 1:2.11 10 *id-li?* 163.20 23 *a -1974 123.7; 17-aF;-li?* 1:3.1L
~ _- _ ._ . _ _ _ _ ._ _
rs Water Levais for 4:11,177 ; i Deta Ilavation t~7h5 [ l 23-0CT-1971 160.50 ! 24-0C7-1971 160.20 ! 02-NOV-1971 160.50
=10-NOV-li71 1o0.30 17-NCV-1971 130.40 23-t.0v-1371 160.70 01-0EC-1s71 163.50 07-DEC-1971 160.70 l 14-DEC-1971 161.33 I 23-0EC-1371 16C.50 21-;EC-1371 l 1t0.60 0 3-J AN-1972 lo0.sG I 12-JAN-li7" 1:3.9C li-JAN-1972 161.10 23-JAN-li7 161.20 l 03-FE5-li72 161.20 I 09-Fit-1972 161.2C 23-F55-li72 *161.iC - .-
t 0 2-M A :.-l i7 2 1ci.33 ; Ci-MAk-1972 132.2J lo-%Ah-1972 161.3C f 21-MA:-li7; 131.2C ( 16-AFE-li7; 161.3C ! 2o-APG-li73 166.v; 33-MAY-1973 106.23 10-Jul-lit 3 167.'3 27-JdL-1973 1:9.1L 22-5E7-1972 ic7.20 13-;C7-1973 1: 5.9) 03-t.CV-li?3 lot.50 J9 ~ sic-li73 li6.IC 57-JAN-197* iss.00 10-Fit-lit 4 153.1C 23-mat-li7- le4.00 17-AFA-li76 1:?.3C 15-AU3-1974 1c2.7. 11-SED-li7= 1:1.50 07-JUL-li7+ los.1. 26-4.v-li7i 15s.3* 2 4 - J a f.-l i ? C 1k:.4C 01-Fia-lii0 156.30 15-FEi-lii; ibi.e; 25-MAR-lit; 153.Iw 27-JUN-li!G 159.70
deter Levels for W111 17E O O Cate slavation NOTE 3 23-QCT-1971 158.70 24-CCT-li71 155.70 02-NOV-1971 155.10 10-NCV-1971 157.70 17 -fiO V-19 71 159.20 23-NOV-1971 157.70 01-OsC-1971 157.70 07-OiC-1971 157.7C 14-DiC-1971 157.70 2 3-C E C-l i71 157.50 2 9 - D i C -19 71 157.7C 05-JAl.-1972 157.40 12-JAN-li72 156.00 19-JAN-1s72 157.53 2 6-J Af4-li7 2 15i.30 03-Fi!-1972 155.50 09-Fi:-1972 155.70 23-Fih-1972 155.10 02-MAD-1972 157.s0 09-MA8-1972 liv.50 16-MA7-li72 157.70 21 *1A -li?2 159.20 , 15-AP3-1972 159.70 26-AP7.-1973 163.30 30-MAY-1973 1:2.60 27-JUL-li73 162.50 13- C7-li7s 161.20 0 3 - N C V - 1 'r 7 2 160.s0 Oi-;:C-li?3 1:3.23 37-JAN-1774 153.6C 13-Fi!-1976 157.30 23 't A R -19 7 - 157.50 17-AP4-li?4 157.30 15-AUS-1976 lii.20 l l i l
Water Levels for Well 179
,O '\ '1 Date Elevation NOTES 23-0CT-1971 154.30 02-NOV-1971 156.00 10-NOV-1971 160.30 17-NOV-1971 160.80 23-NOV-1971 161.10 01-DEC-1971 162.10 07-DEC-1971 162.40 14-0EC-1971 164.30 23-0EC-1971 164.60 29-DEC-1971 165.80 05-JAN-1972 166.10 12-JAN-1972 167.30 19-JAN-1972 166.10 26-JAN-1972 166.50 03-FEB-1972 168.60 09-FEE-1972 16d.90 23-FES-1972 169.80 02-MAR-1971 170.10 0 9-M A c.-19 7 2 170.30 16-MAR-1972 167.90 21-MAR-1972 170.20 18-APR-1972 171.30 0 01-MAY-1973 30-MAY-1973 27-JUL-1973 174.10 172.60 172.30 13-CCT-1973 170.80 03-NOV-1973 170.6C 09-DEC-1973 170.10 07-JAN-1974 168.90 10-FEs-li74 166.60 23-MAA-177* 165 10 17-APR-1974 167.40 15-AUG-lit
- 165.30 11-ScP-1976 165.10 07-JUL-1979 160.20 26-NOV-1979 161 90 24-JAN-1960 161.00 25-MAR-li?0 157.90 2 7-JUN-19 3 0 162.00 27-5EP-1s?0 161.70 29-0EC-1980 161.10 28-MAR-19!1 159.30 29-JUN-1921 156.00 23-MAR-1930 152.30 15-JUN-1962 15s.f0 15-5EP-19?I 159.50 11-DEC-1)?; 150.10 09-FAR-193J 0, 22-JUN-li?3 159.6J 15).70 15-563-1953 159.70
f Water Levels for well 179 (Continued) Date Elevation NOTES 12-DEC-1962 160.40 13-MAR-1934 159.90 12-JUN-1984 155.60 16-5EP-1984 150.90 (1) 13-DEC-1984 151.10 (1) 04-FES-1995 '148.90 (1) (1) Data considered valid. Drop in water level coincides with
. excavation for borrow material in perched water zone west of this well.
O O
.ater Levels for asil 243 Cata Elevrtion NOTE 5 19-JAf.-1972 143.30 26-JAN-1972 148.40 03-7E5-lit 2 146.90 05-75:-1971 145.10 l
t 23-755-1971 146.20 i 02-MAC-1971 166.70 l OS-MAA-197; 146.70 i 16 *.AA-li72 146 50 t 21-Ma;-li7; 1 6.50 il 16-1F2-1971 150.70 1 06-aAA-li?2 147.10 30-*AY-1973 167.10
- 27-JUL-l's75 147.!O t
13-CC7-1973 147.30 < 03-ti;V-137; 167.00 C5-scc-1973 14t.50 07-JA7.-1976 1 7.00 10-F55-137= 144.72 - 23-9a4-1974 1-7.00 i 17-eP;-1's76 1-5.70 { 15-AUS-li7- 1*t.70 1 11-Si8-1s74 1*i.60 i t 4 E i { i 4 l i i 4 i ) iI I i ; l i i ! l h r I i l 1 i s
nater Levels for Well 244 Data tievation NOTES 26-JAN-1972 161.20 0 3-F E S-197 2 164.60 09-FES-1972 165.10 23-FEB-1972 165.10 02-MAR-1972 161.80 09-MAR-1972 161.30 16-MAR-1972 162.30 21-MAR-1972 161.30 15-APR-1972 lo2.60 30-MAY-1973 159.60 27-JUL-1973 157.80 13-CCT-1973 160.10 03-Nov-1975 139.00 09-05C-1973 15i.30 3 7-J A r.-19 7 4 157.60 10-FES-1974 157.40 23-MAR-1974 157.10 17-APP-1974 156.40 15-AU3-1974 156.10 15-5EP-1974 156.00 O NOTE: None of the above water level data are considered valid. First bailing on 1/20/72 caused 19 feet of mud to enter well. No data to indicate well was ever cleaned. The first water level measured at this well was elevation 147.1 ft on January 20, 1972. After this measurement was made, the well was bailed and the water level recovery measured. This balling caused sediment to enter the well filling the botton 19 feet. After the well was measured on January 26, 1972, the well was again bailed. This balling caused an additional 8 feet of sediment to enter the well, filling the botton 27 feet. There is no record that the sediment was removed, therefore, all of the water level measurements made after the January 20, 1972 measurement should be considered as incorrect. These data should not be used in an analysis of the water table in the unconfined aquifer. O
.._._._.______.__...-__-_...__-...c.__.._._.--__._____m_ _
. j 1
. i 1
i I ' f j Water Levels *or wall 245 j i i 1 Date LISvetion _N;Tf5 t i . 4 03-FEi-1972 155.60 $ l 09-755-1972 156.0C I i 16-MAR-li72 155.70 l
- . 21-MAR-1972 157.00 )
i 18-APA-1170 156.0C ' j 30-MAY-1973 lo2.30
- 13-CCT-1973 134.00 -
j 03-NCV-1973 144.10 j 05-OiC-1973- 1o3 10 { 07-JAN-li?6 1cl.!J i 10-FES-197* 130.10 ' 23-MAR-li?* 160.70 ! 17- A P 4-19 7- 15i.90 l I i 4 s 1 i I \ , t i h s f f i I i i i
- l i t l
'l 9 ?
i
aster Lavalk *cr mall 2*t Data lisvation t.;7ES 02-MAR-1972 117.50 09-MAR-1972 117.70 16-MAP-1972 115.30 21-MAR-li?2 119.60 13-APT.-li72 119.50 01-May-1973 117.*0 33-MAY-1973 116.10 13-CCT-1973 117.00 03-t4;/-1973 116.50 05-05C-1973 113.20 07-JA'4-1)7* 11'.90 10-F53-li?4 113.10 23-MAP.-lit- 113.90 17-APR-li7e 113.3C 11-517-197* 113.20 26-N3v-li7) 113.70 23-MA:.-li?C 117.20 2 7-J U'.-l ii G 113.50 27-5sF-1950 111.13 25-2tC-li35 111.30 25-MA3-li!1 111.!: ti-JUS-li!1 110.10 23-9A4-19!2 11C.!G ' 13-Ju?.-lif2 10i.10 13-558-19?: 105.30 11-;dC-li!1 10).3C Ji-MAG-li!3 112.50 22-JU'.-li83 1Ci.i; 13-51F-15!3 107.10 12- cC-li!3 10s.n 13-MAR-lit
- 113.70 k, .
water Levels for hell 249 Otta dievatic, f40 Tis 16-MAR-1972 161.90 21-MA:.-1972 139.30 14- A P R-197; 161.00 26-APR-1973 160.60 10-MAY-1973 13*.60 13-CCT-1573 165 10 03-NOV-1973 16*.90 0 9-0 5 C-19 7. 3 164.33 0 7-J A S.-19 7
- 163.60 10-F:b-li76 161.20 23-M;4-1974 161.90 17-APE-li74 131.50 15-AUG-1974 1!S.-G 11-5:7-1374 160.70 g
S
,- water Levels fce Wall sh 1
ws' Cete flavation '_.; Tis 07-JUL-1979 15$.33 2 6 - f.C V-19 7 3 159.10 02-JAN-1950 159.03 05-JAN-liSO 152.30 24-JAN-lii0 156.30 01-FES-1:30 156 70 15-FEs-li?O 139.70 25-MAA-li?O 155.70 10-Juh-1933 156.70 27-JUN-li!C 130.03 27-JUL-ir?S 155.13 0 3- A V 3-l ii 0 15:.33 11- sC-1950 155.70 12-DEC-li!0 155.70 15-35C-1960 155 73 16-3EC-lii3 155.70 17-CEO-19?] 151.6C 14-0EC-Iri0 156.t0 li-Ott-1:!O 155.70 23-scc-irSC 155.60 29-05C-li!0 lii.:"
;)-;hC-li!Q 153.80 l<~~) 30-;!C-li!0 155.=0 J1-3tC-li!C 153.60 06-Jaf.-li!1 126. ]
0 7-J a f.-11! 1 166.40 G i- J a'.-t i ? 1 15s.']
; i-J a '.- t r i l li!.60
!!-Ja'-liii 15i.?0 16-JAN-ir?1 1!i.32 li-Jah-leil lii.?;
iS-Jah-li!1 15i.30 21-Ja4-ir!1 ;st.20 2 2-J a'4-I r 81 1: 1.?, 21- J a'4-19 81 1si.?? 26-Jaf-li81 4 *::.25 47-Jau-lidt 15!.20
*i-Jah-le'1 1 :.23 Zi-JaN-li21 1:!.11
[ 30-Jeu-liii 1"'.*; I 02 *!:-li!1 152.1) l 03-SE$-li!! le:.1; l Ci-Fla-ir?1 15!. : l 36-8!s-li!! itt.10 0, 84:-1r 81 11r.10 1; 8ti-le!! 113.01 12 *l:-1 21 11!.0; ( I 13 d! . -1)!! Ist.); I (~3) ('~' 14-P86-1v*1 1!i.JC if 8L.-1s!1 115.0C
- water Levels for '. ell 600 (Continuss)
Data ilevatien N:795 li-PE5-lie 1 159.00 20 *E5-lini 136.0C 21-85S-1931 157.50 23-F55-1951 157.30 24-FE5-1531 157.50 25-F:s-li!! 137.60 26-Fi!-li!1 157.50 27-Fli-li!1 157.30 02-MAR-1951 157.60 03-MA;-li!1 157.i; 0.-MAR-iril 155.00 05-MAR-lib 1 157.50 06-MAA-1911 157.90 0)-MAR-1s!1 157.iG 10-MAA-15!1 157.90 MAF-lisi 157.90 11-MAA-19?1 157.!C
- 13-MA;-19!1 137.90 16-MAE-1911 157.60 17-MAG-1941 !!7.10 17-M-4-li!1 137.i; fS 13-M A 4-19 !1 167.60 ,
( ,) , li-4&E-19?1-20-M.A-1961 157.73 157.70 13-MAR-li!1 157.7C 0 -MA8-l'r!1 157.7: 2*-va8-16?1 157.7C 15-MA4-li!1 1s7.74 23-ALA-li!! 157.7L i7-Ma4-19?1 !!7.7; 12 *A;-1'!1 v 157.63 31-Ms;-li!1 157.:0 37-AFE-1 11 157.t; G r - A P A -l 'a l l 137.63 1 06-A>4-till 157.t; Ji-APG-li?1 157.11 10 - 4 P 7 -1111 117.!C 13-AP8-1931 117.!; 13-493-1)!1 1>7.=; 16-APE-lift 157.!; 16-APK-lill 117.i'. 17-A7.-1 11 117.!! 20-APS-till 157.40 21-AAm-1 !; 1;7.!; ! 12-APL-1r41 127.5. ' ;3-APL-lift 117 . ! ') 2 4 -
- A 8 - 1 's ! 1 117.S; It-Ap4-11!1 157.6C 21-api-1rl1 137.!;
I
. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __------ - - --- ~ ' ,- dater Levels foa Wall iOC (Continueo) l s Orte- Elevttien t.; Tis t ___________ _________. _____
I ! 23-AP4-1951 157.50 i 29-APR-li!1 137.50 30-APR-19!1 157.50 l 01-MAY-1921 1!7.40 04-MAY-19!1 157.40 l 05-MAY-1981 157.50 06-MAY-19El 137.50 06-MAY-19!1 157.50 03-MAY-1931 157.40 2 11-MAY-liil 157.40 12-MAY-1951 157.4C 13-MAY-li!1 157.30 ; 14-MAY-1931 1:7.*C ! 15-MAY-li: 1 157.*0 l 1s-MAY-liS1 157.30 li-MAY-1931 157.3C 2C-MAT-1961 157.?O [ 21-MAY-lisi 157.30 22-*AY-li!1 157.3C [ 23-MAY-1911 157.20 27-MAY-li!1 157.30 gs 26-V Y-li!1 157.3C ; () Zi-M*Y-19!1 01-JU:4-1 !1 137.3C 157.23 l 02-Juh-li!1 157.10 t J3-JUN-li!1 157.13 ! 05-Ju'.-li!1 157.1C I 01-JVh-li!! 151.1C i 11-JUN-li!1 127.Ce ; 12-Jur.-li!! 117.00 ! 12-Jur.-li!1 157.05 15-JC.-li!! 137.10 15-JUN-1s!1 157.10 11-Juu-li!! is7.1; li-JUN-li81 157.1C l 16-Juh-1 !1 ;17.13 l li-JUN-1)!1 1F7.10 ; 2 2- J w t. -l i! 1 117.JG l 23-JV'.-1)!! i$7.5: 23-JJN-litt 157.01 j 26-JV.-li!! !!T.*0 ! 25-Jub-13!! 157.1 ; 26-JUN-liil 157.00 29-JUf.-lill 1:7.Cs 3 0 - J J'.-l i 81 157.09 l 01-JsL-1151 13 7.0C l 01-JUL-iril 117.C4 i s 06-JUL-1921 157.13 l 15-JUL-li81 1:7.00 f _.m _ _ _ _ _ _ _ _ _ _ . - _ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ _
/~'s water Levels for usil o00 (Continued) i f
%J Oate ilavrtion NOT-i 16-JUL-li!1 . 157.00 17-JUL-19!1 157.20 20-JUL-li!1 157.2C 21-JUL-1921 157.20 22-JUL-1931 157.10 23-JUL-1931 157.20 2 4- J 'J L-19 31 157.20 27-JUL-1981 157.10 26-JUL-li!1 157.20 19-JUL-liil 157.20 30-Jut-li!1 137.10 31-JUL-19fi 137.20 0*-AuG-li!! 157.20 0 7- A u 3-l iil 167.30 10-AU3-li!1 157.30 11-A05-1971 157.30 12-AUS-1971 157.30 13-AUS-li!1 1$7.3G 1.-AUS-liil 137.20 20-AUG-1991 157.40 21-AUG-li!1 127.30
( 24-AUG-1931 1$7.50 \ms 25-aV5-19!1 1!?.!C 23-A05-19!1 137.50 27-Aud-1951 157.*; 2d-A05-1691 137.50 31-4US-19!1 1!7.f3 31-Si;-li!1 157.!] C1-id7-liil 137.!; 02-5:5-lift 157.!: 03-3E7-19!1 147.!G 3.-518-ir!1 167.t1 04-5fF-li!! 1:7 40
$i-553-1971 137.: 0 10-567-1)(1 !!7.(;
11-517-ir!1 167.!? 16-ShA-1981 137 50 16-1E8-1')?1 1$7.: S 14-$!P-ir!! 1:7. L 21-5!7-Ir!1 !!?.10 22-5s8-1981 li7 75
- 5-Sc a-1+*1 lit.?:
24-519-1)!A lb7.76 I5-5s7-1)!1 137.70 29-168-1611 117.74 21-$t d-!v!1 137.tv 30-5s8-tr(1 1s7.!* O 01-CC7-1)!1 31-3C7-li!1 15-0C7-1rf1 lif.te 1!7.t0 157.50
s' p- mater Le vels f or a>11 n00 (Continuso)
-Q Orte 519vetion NOTis 16-LCT-1931 157.40 17 -; C T -l 'a i l 157.40 16-0CT-1981 157.50 19-CCT-1981 157.30 CCT-1981 156.33 21-0CT-li!1 156.30 22-0CT-1951 157.50 23-CCT-1931 157.50 24-CCT-li?1 157.50 25-CCT-1931 137.60 26-CCT-19Ei- 157.50 L7-0CT-1931 157.40 24-;CT-1951 157.5 23-0CT-1s!1 157.20 30-0CT-li?1 157.30 31-0CT-1951 157.40 01-N;V-is!1 157.44 02-NCV-li!1 1!7.*]
03-f.CV-li!1 157.'] 0*-NGV-1991 157.50 06-NLV-liti 157.50 05-NCV-lili 157.60 y Ci-NGV-lisi 157.30 13-fi:V-li!! !!7.30 11-t.;V-1s!1 157.*C 12 -N O V-19 ! 1 157.30 13 -f.0 / -l i ! 1 157.*5 1.-NOV-1941 157.30 15-N;V-li!1 157.5C i t -f.0 V -l i ! 1 127.25 17-NCV-1)(1 157.34 1s-NOV-li!! 157.;J 16-NOV-1r?1 157.3J 23-NJV-15!1 157.1C
;1-f.;V-liil 137.30 22-NOV-lisi 157.35 16-N V-ir!1 1!7.3C 25-NOV-1)Li 167.3C
; 7 '.. /-1 )! 1 1:7.2]
2 6 -l.; V-l i! ! it7.2C 2 9 - N O V - 1 's ! 1 127.23 30-NOV-1)i1 1!7.30 30-N;V-19fi 157.20 01-;c?-14f1 167.21 J2-:t"-1'11 157.10 0 3
- st-1 )!1 137.20 04-:C-1951 1:7.*v Os-L:C-19!1 157.;G 36-36C-1991 157.33
,- natar Levtis fer Well e00 (Continu>d) \
/ )s \' Orte Elevrtion f:Td5 - 07-0fC-1921 157.20 O S -O i C -l 'v i l 157.20 09-DiC-15!1 157.30 10-DEC-1931 157.20 11-01C-1921 157.10 12-3EC-1951 137.2C 13-01C-19El 136.90 14-OiC-1951 157.2C 16-0EC-19il 157.30 17-OiC-1331 157.5C 26-0EC-1351 157.1C 25-0EC-1951 157.1C 25-CEC-li!1 157.00 19- EC-lisi 126.90 11-JAN-1932 157.30 12-JAN-19f 117.10 14-JAN-li!; 157.20 27-JAN-19!: 157.10 2 6-J AN-1 H 2 157.10 29-Jah-li'2 157.03 33-JA4-li?; 157.30 -Q, 31-Ja%-liii 136.!] ( ,) 31-JAN-li?- 156.30 157.1C 31-Fi!-1+!2 C4-Fis-li!i 157.20 0 5-F E S-1 H ; 157.30 06-Fis-iril 157.30 37-Fii-1ril 157.1C Gi Si;-tri; 157.30 10-Fit-ir51 137.25 11 5::-1ri2 137.3; 12-Fi:-lii. 157.20 2o-5:i-li!i 167.40 01-va:-lii; 157.-0 01-V;4-lii; 157.40 02-Mat-1 H
- 137.-0 04-MA;-1ri; 157.40 33-X4A-1ri; 1??.-3 36-Ma -lii; !!".30 07-ItA&.-lii; 15 .' . : 0 Oi- a -li!; !!7.50 10-Ma t-1 H
- 157.!0 11 Sa t-1 s!! 1: 7.2C 13-3 5-191; 15f.2:
14-MA;-1 !i 13?.31 17-MAR-1s!' 137.20 1s-Mar-1)! 157.2u li-MAA-ivti 127.10 23-P;A-li!1 157.30 11-Mak-1911 137.3C
-( Water Levels for well =03 (Continued) l )
Ceta
'Elevrtion NCTE5 22-MAR-li31 157.30 23-MA;-li!; 157.30 31-MAR-1952 157.60 31-MAR-1952 157.4C 01-APR-li!2 157.40 02-APR-liSI 157.10 01-APR-li!I 157.60 04-AP4-1952 157.AC 0 5- A P R-19 ? 2 157.60 15-APF-195; 157.10 16-APR-li!2 157.20 16-APR-1952 127.30 17-APR-lii2 157.30 15-APR-1952 157.!C 05-MAY-li!I 157.50 05-MAY-lii2 157.50 07-JUN-lii; 157.60 07-JUN-li!I 157.63
.05-JcN-1952 157.60 Oi-Juk-lii; 157.70 13-JUN-19!I 157.70
(~ 11-JON-lii2 , 157.60 12-JUN-li!2 157.60 1 3 - J u r. - l i i 2 157.s] 1.-Juh-1.i!! 157.73 1.-JUN-liti 157.70 15-JUN-liil 157.is 16 - J U'.-l i ! L li7.eG li-JUN-lisi 157.7; li-JJ\-liii 157.50 20-JUN-li?; 127.50 21-JUN-1 !2 157.50 12-JuN-li?! 137.50 13-JJ4-lif2 157.!0 2.-J u h-l i! 2 157.39 15-JUN-lil2 157.i] 26-Ju%-1bi; 157.~; 27-Ju'.-lii2 157.75 45-JwN-lii2 157.e; 2 4 -J U P.-15 ? ; 1!7.60 30-Juk-li!! 1: 7.d) J1-JUL-liti if7.t0 02-JLL-li!2 157.tw 23-JsL-li!; 157.70 05-JUL-li!1 157.7) 06-JLw-li!! 157.60 0 7-JU L-l i ! 2 157.70 03-JJL-lit 0 157.73
~ . e-s Water Levels for Will 500 (C:ntinuac)
.! )
U :sta ilevition PO 7 E 5 09-JUL-li!2 157.30 10-JUL-lii2 157.50 11-JUL-li?2 157.30 12-JUL-li!2 157.70 13-JUL-li!I 157.70 14-JUL-1952 157.70 15-JUL-1952 157.70 16-Jul-li?2 157.60 17-JUL-liil 157.60 14-JUL-li32 157.5C 11-JUL-lie 2 157.70 2 0-J U L-l 'v 5 2 157.70 21-JUL-liEZ 127.70 22-JUL-lii! 137.70 23-JUL-19E2 157.70 24-JUL-1332 157.70 25-JUL-l'il v 157.50 26-JUL-lii; 157.50 27-JUL-1962 157.50 25-JUL-1191 157.eC 26-JJL-1962 157.70 30-JJL-lii; 155.00 ( 31-JUL-li31 157.30 , 01-AUS-li!! 155.0; 02-A03-liSI 157.90 03-AUS-lii2 157.70 04-AUS-li?; 157.70 05-AUS-li!2 155.00 06-aV3-1)i1 157.30 07 *JJ-1Yie 127.?; ci-auS-liti 137.90 15-AUG-lii; lii.i? 11-auS-19E; 137.90 23-AUG-li!! 157.it 24-4US-lif; li7.!C 23-au3-lii; 157.60 26-aJG-li!; 157.s0 27-Aav-lif2 127.10 43-a03-15?; 157.i; 25-ava-145. 15!.'; 30-auJ-1,32 127.sc 31-Aus-1,!; 1a7.9C 01 - S E P -l i! 2 157.40 02-517-19?; 158.0C 03-567-163; 157.60 J -SiF-1sii 157.50 C5-563-19?. 157.90 07-iip-lisi it7.50 04-SEF-ti!2 157.sv 01-568-1,!; 155. (
. natar Lavsis for well 300 (Continued) Cata flavatien N; TIS 10-5E3-1931 155.10 11-557-15!! 135.00 12-ShF-1961 157.9C 13-SEP-1951 157.60 14-5ED-1952 157.60 15-5EP-1952 157.50 15-5EP-1s!1 157.30 16-SEP-19Si 157.50 17-55F-1952 157.90 15-555-1931 157.33 19-510-li!: 157.?:
'20-557-1631 157.50 21-553-li!2 157.!0 11-05C-li5 157.30 G 8-M A F.-19 9 2 155.40 22-Juk-1953 1:C.tC .15-5E3-1952 1:0.10 12-CEC-li!3 160.00 10-MAF-li34 169.70 11-JUN-1994 1:0.1G 13-553-1i54 160.30 13-310-151- 150.20 04-Fis-li i 155.60
water Lavait 10" dell 501 t,0T E 5 Cate Elevstion ~~ --
- - ---~~~
154.3C 07-JUL-1979 15' 50 26-NOV-li79 15*.93 11-JAN-1930 154.70 24-JAh-liiC 15*.70
.01-FEi-lii) 154.70 15-F55-li!0 154.71 25-MAR-lii0 155 30 27-Jut.-lii0 155.2' 27-5h3-1930 154.50 19-DEC-liiC 152 60 2i-MA:-lisi 151 40 29-Juh-1761 152 50 23-mar-li!2 153 10 15-JUN-liil 133 7C 15-SED-li!z 15 4. J 11-OiC-1952 154.00 Ji-MAG-lisi 167.60 2;-JU?.-195 lii.!O 15-360-191S 159 1C w
12- iC-lisi 13i.5v 12-M;;-lii* 1:1.70 11-J Jr.-li = 161+?0 li-5if-li!' .tv.:v o- 1_. 13 .. 160 40 04 : E6-193: 9 l I 6 I [
]
f r a P I I
. - , . . . "Nh mw ""**T+- , , , , , ~ ~ ~ , , , - _
Water Levels for Well 602 0)
\- Date Elevetion NOTES 07-JUL-1979 150.50 26-NOV-1979 132.10 (1) 02-JAN-1980 150.80 ,
24-JAh-1960 150.70 01-FEb-1980 150.70 15-FEE-1990 150.70 25-MAP-1980 150.70 JUN-1990 146.10 09-ScP-1980 150.00 27-SEP-1980 151.20 29-DEC-1980 150.60 03-FEE-1961 150.50 04-FES-1951 150.50 05-FEE-1981 150.40 06-FEE-1981 150.40 09-FE5-1961 150.40 10-FES-1931 150.40 28-M4R-1981 150.20 29-JUN-1951 133.70 (1) 06-JUL-1951 132.50 (1) 23-0CT-1981 169.30 r- 24-0CT-1951 149.90 (_S) 25-0CT-1981 149.80 27-DCT-1991 146.10 28-0CT-1981 1*9.90 29-0CT-1951 146.40 30-0CT-1991 146.60 31-0CT-19El 146.50 01-H0V-1951 146.00 32-NOV-1951 146.40 03-NOV-liS1 146.50 04-NOV-1951 146.40 05-NOV-1961 150.30 09-NOV-1951 146.40 10-NOV-1981 146.10 11-NOV-1991 146.40 12-NOV-1981 146.60 13-NOV-1951 149.50 14-NOV-1931 150.00 15-NOV-1981 149.90 16-NOV-1991 146.40
! 17-NOV-liS1 146.20
. 18-NOV-liS1 146.50 19-NOV-1951 166.40 23-NOV-1991 146.40 24-NOV-1531 166 40 25-NOV-1921 146.e0 1 30-NOV-1991 1*6.40 i O1-DEC-lisi 1-6.40 02-05C-li31 1*6 40
i Water Levels for Well 802 (Continued) Date Elevation NDTES ; 03-DEC-19S1 146.50 04-DEC-19El 149.60 05-DEC-1981 149.60 06-DEC-1951 149.80 07-DEC-1981 146.50 08-DEC-1981 146.60 i 09-DEC-19El 146.40 . 10-DEC-1981 146.10 11-CEC-1951 146.30 12-DEC-1981 146.40 13-DEC-1951 146.20 14-DEC-1981 146.40 16-DEC-1991 146.50 17-DEC-19El 146.50 16-DEC-1991 146.50 19-DEC-1981 146.40 21-DEC-1931 146.20 22-DEC-1981 146.20 ' 23-DEC-1991 146.30 24-DEC-1981 146.30 26-DEC-1951 149.70 rm 27-DEC-1981 149.50 f q) 26-DEC-1981 29-DEC-1931 146.30 146.40 30-DEC-1951 146.40 1 02-JAN-1952 149.70 0 5-J A N-19 5 2 146.50 06-JAN-1952 146.50 07-JAN-1982 142.50 Os-JAN-1992 1*6.50 09-JAN-1992 149.60 10-J A N-19 2 2 143.60 12-JAN-1982 146 60 13-J AN-19 5 2 149.50 21-JAN-1992 144.90 22-JAN-1952 144.70 25-JAN-19E2 146.5C [ 26-JAN-1992 1*6.50 27-JAN-1982 146.40 28-JAN-1922 166.40 29-JAN-1982 146.10 30-JAN-1992 146.30 31-JAN-1952 1*6.00 i 01-FES-1962 146.10 04-FEB-1992 145.10 05-FES-1922 146.20 06-FE5-1982 146.0C
'N 09-Fis-19S2 146.00 l 10-FEE-1982 146.10 11-FES-1992 146.10
Water Levels for Well 802 (Continued) im ( I s_J Date Elevation NCTES 12-FE3-1982 146.10 15-FES-19E2 146.10 16-FES-1982 146.10 23-MAR-1992 149.30 27-MAR-1982 ,146.30 28-MAk-1982 146.30 01-APR-1932 146.40 02-APR-1982 149.60 03-APR-1992 149.40 04-APR-1982 146.20 06-APR-1962 145.50 07-APR-1982 145.10 10-APR-1982 146.00 11-APR-1992 146.10 12-APR-1982 146.30 13-APR-1982 146.30 14-APR-1932 145.30 15-APR-1982 146.00 16-APR-1982 146.30 10-JUN-1952 149.80 11-JUN-1982 149.70 fs 12-JUN-1992 149.70 13-JUN-1992 149.70 (_) 14-JUN-1932 146.50 15-JUN-1982 146.20 16-JUN-1932 149.50 17-JU N-19 5 2 150.00 13-JUN-1962 149.90 19-JUN-1922 149.70 20-JUN-1962 149.60 21-JUN-1982 149.60 22-JUN-1932 149.30 23-JUN-1922 149.80 24-JUN-1982 149.70 25-JUN-1962 1*9.80 27-JUN-1952 149.90 29-JUN-1922 149.80 i 30-JUN-19S2 149.80 01-JUL-1962 149.50 0 2-J UL-19 8 2 14i.80 03-JUL-1992 150.00 0 5-J UL-19 9 2 149.30 06-JUL-1952 149.90 07-JUL-1992 149.90 05-JUL-19E; 150.00 09-JUL-1952 150.20 11-JUL-1962 150.10 I~) k/ 12-JUL-1952 149.90 13-JUL-1952 150.00 14-JUL-1932 149.50
Water Levels for Well 802 (Continued) (\ '(_)- Date Elevation NOTES. 15-JUL-1982 149.90 16-JUL-1922 150.10 17-JUL-1952 150.00 18-JUL-1982 150.00 19-JUL-1982 149.90 20-JUL-1982 '149.70 21-JUL-1992 149.30 , 22-JUL-1982 149.90 23-JUL-1922 149.90 24-JUL-1932 149.90 25-JUL-1982 149.90 26-JUL-1922 149.30 27-JUL-1932 149.80 28-JUL-1992 149.80 29-JUL-1922 149.80 30-JUL-1932 150.00 31-JUL-1932 150.00 01-AUG-1982 150.00 02-AUG-1982 150.20 0 3- A UG-19 8 2 149.90 04-AUG-1952 149.90 73 0 5- AU G-19 8 2 149.90 (') 06-AUG-1992 07-AUG-1992 149.90 149.90 08-AUu-1932 150.20 09-AUG-1932 150.3C 10-AUG-1922 150.40 11-AUG-1982 150.40 12-AUG-1952 150.60 13-AUG-1982 150.70 14-AUG-1952 150.80 15-AUS-1952 150.80 16- A U G-19 5 2 150.60 17-AUG-1952 150.20 18-AUG-1982 150.20 19-AUG-1982 150.10 20-AUG-1982 150.10 21-AUG-1982 150.10 23-AUG-1952 150.10 24-AUG-1932 150.10 25-AUG-13E2 150.00 26-AUG-1962 150.00 27-AUG-1992 150.10 23-AUG-1992 150.10 29-AUG-1992 150.10 31-AUG-1982 150.00 01-SEP-1932 150.00
'g 02-SEP-1922 150.10 03-5EP-1932 150.10 04-557-1932 150.00
Water Levels for Well 802 (Continued) ; (- / (m,3 Date Elevation NOTES t 05-SED-1932 150.00 [ 07-SEP-1932 150.00 < 08-SEP-1982 150.00 10-SEP-19S2 150.00 11-SEP-1932 ,150.00 12-SEP-1952 150.00 . 13-SEP-1982 149.90 14-SEP-1952 150.00 15-SEP-1982 150.00 16-SEP-1992 149.90 17-SEP-1982 149.90
.18-SEP-1982 .149.90 19-SEP-1952 149.90 20-SEP-1982 149.90 21-SEP-1932 149.90 ,
26-SEP-1952 149.90 ; 29-SEP-1992 149.60 11-DEC-1932 149.70 09-MAR-1933 150.00 22-JUN-1933 154.60 15-SEP-1953 156.10 12-DEC-1993 156.90 0 13-M A R-19 f
- 11-JUN-19E4 157.60 158.90 13-SEP-1994 159.50 04-FEs-1955 160.35
- 1) Data not valid. Not plotted on Hydrograph. Water level reported
. but depth measured is less than 5 f t above bottom of hole (5 f t sump below screen).
b
Wrter Levels for Wall 503; 2 ate Elevrtion r. T 3 5 - 07-JUL-1979 155.50 2 6-N O V-19 7 9 155.10 02-JAN-liSO 155.10 - 11-J A N-l'v 5 0 155.10 24-JAN-19EO 154.90 01-FES-1990 154.90 15-FEE-1960 155.00 25-MAR-lie 0 124.70 27-JUN-1990 134.90 (1) 27-55P-1950 154.70 Zi-2EC-liSC 154.40 2 6-M A F.-19 51 154.00 29-JUN-1931 153.e0 23-MAR-1922 152.e0 15-JUN-1932 157. 40 ' 13-5E7-1992 152.70 11-DEC-li!1 152.6C 03-MAR-liS2 152.60 22-JuN-1325 155.10 15-3EP-1322 15t.50 12-05C-1s55 157.70
- y-s 13-M A R-19 3 e 155.20 1' 11-JUN-lif4 155.50 13-56P-19?* 159.i5 13-CEC-1934 155.iG 0*-FE
- -li5b 151.60 NOTE:
1 l (1) Data not valid. Data not plotted on hydrograph. This value is below the well screen. I l t l l l l s l l d
.4
.e l
5 1 s. 4 - natar Levels for Wall 13e i s/ Cete ilhvrt n NCT55 d 2 , 07-JUL-li7i lol.20 1 >* 26-N3V-li?S 1**.3C (1) 02-JAf4-li30 1e1.20 24-JAN-1930 1:1.CC 24-JaN-li?O lel.0G 25-MAP-1980 161.00 27-JUN-li!C 161.40 4 27-55;-195C 151.1C 29-3:C-li3; 1:0.50 1 23-MAR-1931 1s0.30 2 '9 - J U N-l i ! ! 143.9C (1) 06-JUL-liil 1*4.f3 (1)
.23-MAR-liS2 159.10 15-JUN-li?2 159.00 4
15-5EP-li!2 135.7; 11-JEC-li?2 159.00 5 05-MAL-li 3 151.?] 22-Juh-li!3 15i.03 21-5 5 P-l if 3 <159.70
..:L-1.2 3
12 1 . 0 v. ! 13-MA -li!- 1:0.1; , , 11-JUN-lii- 16;.50 , 16- 5 : F -19 ? - 1.61.C; 13-3cC-lis- 1t3.10 0,-FES-li?! 160.i0 l i i r NOTE: i 4 (1) Data not valid. Data not plotted on hydrograph. [ These values are below the well screen. [ t t e b n t i I 4 l a i i h I i 3 f
Water Levels for Well 605A Date Elevation NOTES l 07-JUL-1979 152.40 { 2 6-N GV-19 7 9 153.00 i
'. 02-JAN-1930 152.90 24-JAN-1930 136.20 01-FEE-1930 ,13S.50 l 25-MAR-1990 121.10 (1) i '. 27-JUN-1980 137.50 l 27-SEP-1980 153.30 ;
29-DEC-1980 118 70 (1) 18-MAR-1981 122.00 (1)
, 29-JUN-1931 119.00 (1) 23-MAR-1992 150.80 15-JUN-1982 151.00 15-SEP-1982 151.90 :
11-DEC-1992 153.70 08-MAR-1953 153.60 22-JUN-1983 156.10 21-SEP-1983 156.80 12-DEC-1993 157.90 i
, 12-MAR-1954 158.50 11-JUN-1984 159.90 ,
18-SEP-19E* 160.60 () 13-3EC-1954 160.10 04-FE6-19E5 159.90 1 NOTE: i (1) Data not valid. Data not plotted on hydrograph. ' These values are below the well screen. J h
Water Levels for Well 3065 (~) (_) Date Elevation NOTES 24-JAN-1920 138.20 01-FE3-19EO 138.40 15-FEB-1990 142.60 25-MAR-19E0 140.90 27-SEP-1980 145.00 29-DEC-1980 143.90 28-MAR-1981 145.00 29-JUN-1951 145.00 (1) 23-MAR-1992 146.00 15-JUN-1932 146.10 15-SEP-1982 146.60 11-DEC-19E2 145.00 09-MAR-1993 1*6.10 22-JUN-1993 152.70 15-SEP-1993 154.50 12-DEC-1933 155.40 12-MAR-1964 156.20 12-JUN-1954 157.10 13-5E9-1934 157.40 13-DdC-1964 157.10 04-FE3-19S5 157.00
'O V
NOTE: (1) Data not valid. Data not plotted on hydrograph. These values are below the well screen. O
Water Levels for well e07A
'fD
() Dste
- . l a v a t i o n 40765 2 4-J Afi-19 5 3 156.10 01-FES-li!: 156.20' 15-FES-1950 157.90 2 5-M A;-19 3 0 155.10 27-Jui4-1950 156.90 27-553-1930 155.70 29-0EC-1930 155.10 23-MAR-liS1 157.30 29-JUN-1921 150.40 23-MAK-193i 154.3]
15-Juil-13 2 2 153.50 15-550-1961 154.10 11-0EC-lii; 151.50 05-MAF.-li?3 1s2.10 22-J UN-19 6 3 230.90 (1) 15-SEP-1953 156.70 14- EC-1553 157.70 12-PA;-195* 152.40 15-5EP-1956 159.60 13-05C-lise 152.90 04-Fci-li35 156.30 i b i 1 NOTE: (1) Measurement not considered valid. Data not plotted on hydrograph. Well damaged by site grading during period of measurement. l i
?
! I i l l l i l I
. _ . _ _ _ _ . _ _ _ __ _ .._ . __ _ _ ._ __ _ _ _ ~ ~
i f
?
i i i i water .avels u fer w a ,.1 ::s- , r 1' Date Elavation NOTil l _________ l 18-558-19E* 101.70 i 13-DEC-19E4 101.3v i i 0*-Fid-1995 132.50 ; I 9 I l l P ( l i ( b h i i i f i k h I
?
t k 6 I I L F i 9 t
?
r 6 h b a 1 I 1 i
+
8 F r I _ _ - _ , - _ , _ . . _ , . _ _ _ - . _ _ _ _ _ - _ _ _ _ _ . . __. , , _ _ _ _ _ _ . . . _ , _ _ _ . , _ _ , , _ _ .._ _ _ ,- m. ,__ _ - _ ___ . ,.___ _- - -.
t a J 1 I
- nater Lsysis fer well is;L I a t
Cata 512vrtle, NOTI 5 - ___________ _________ ___~__ i 4,
- 15-SEP-li!* 112.20 ,
; 13-DEC-lie- 111.30 !
i
; 0 4 - p c. .o - l y. .: .a 412.40, ,
I i 1 .j h
' l i
i -I' 1 . ? P
?
i i i i 4 l l t, b - r I J I a it i $
}
i b I l I J r t. P v p I i b 4 t 4 k k a 4 h i O 9 l w I t 4 l h i I
- - ----e--,- ..-ww- - . - - , _ -. .-----,--------...,.w -..,..w.. - + - - - - - - . - _---e.,-ww.w,r-.,, - - . . - .---y,,., - -,--- --.
- = - . . _ . - . . _ . - ~_. .- . . .__ .. .- . -. -_. __ . _ _ _ i 9 i i I
.d e t e r Levels *cr 'a e. ' 1 652 !
vate :: .i a v a t t e n to.T:a j i 16-SEP-1954 114.60 13-05C-1)!4 114.20 04-Fis-li!5 115.00 I i I l I a t 1 6 5 P e L I ( t i
?
I r l t l 4 I
?
h p l t I s
?
i 1
I i l
?
I 4 i e i Watar Levels for Well 55: r
- l. e O t.t e ilsvrtion N; Tis
}
12-55P-1934 103.40 1 13-OiC-li!' 103.10 l 04-FE5-1935 103.90 ! l t i h l F b L I' f A i ,i i 4 m. h i
t l
- t 1
, e I
i i i 1 i I Water Lavals fc- Wwil :54 i 4 i bata Elsvation NTE5 ___________ _________ _____ i IB-SEP-1954 103.iG lu..s.n 13-s:c-12:- 0*-FEE-1935 104.50 I l
. t .l l i
j t < I, i I i i i
' I t
I 1 : I e i b t 4 : 1 t t l t 6 1 i/ j i I I I i I I I k 1 1 k P l I e l 4 4 , l r I i ! I f i L l i !
. - _ ~ _ ....__ _ __ . . _ - _ _ _ . _ _ . . - - -_. .. -
k i nater Levels for well i!! ! f Oate flavrtion NCTii 1 l t 19-3i7-1954 '.v i . 6, 0 [
, 1 s. - C c.w, - 1 . .:s* 27. ww y I 04-FEE-li:5 101.60 i a
b h 1 I f i Y
+ 1 P
h i
' s I
e I a [ l i i L i I f l 1 , I a 't I P i < f a 4 a 4 i .i 1 l l 4 T t I a
t f r L i l Water Levals d er Wall sit j P
; 'rta
., : lavation f;T55 [
i l i I 16-5:P-lii4 112.s3 1 ]' : 4 13-TdC-196- 110.40 , t 04-FEE-lii5 113.10 [B i r
, i I
i 4 4 i l r i 4 d i . t
+
k i e $ I . t l, i l i t i l l l i l , 1 i b l I I I l , I 1 i l l 1
nater Levels for Well LT1A D
\ Date :levrtion NOTIS r
1 23-0EC-li77 139.60 : 31-06C-1575 137.60 ! 02-JAN-1920 137.20 06-JAN-195C 137.00 l 0 7-J arl-li? O ' 136.50 1 09-JAN-198C 136 70' ( 11-JAN-1950 13e.20 r 1 14-JAN-li!O 136.50 ; 16-Ja*4-13?0 136.50 i 15-JAN-li30 13t.30 ; I
;1-JAN-li!0 136.60 :
22-Jah-li30 136.50 23-JAN-li!0 136.90 , 2.-JAN-1950 135.30 ! iS-JAN-liSC 136.30 i 26-JAN-19f0 136.:0 ! 27-Jaf.-li!C 135.70 - l 29-JAf-199C 136.50 : li-JAN-li30 136.50 l 30-JAN-1920 136.50 l 31-Jar-liiG 136.'50 ( C1 Sis-li!O 136.50 02-FES-1950 136.50 ( 03-Fit-li!0 136.60 04-Ph:-1950 136.!0 05-Fii-1~3!0 13f.43 Ot-Fli-liiG 136.70 07-Fs5-li!; 1 6.i; Gi-Fc:-1920 136.40 06 Sh=-lii; 136.60 10-F53-1670 135.70 - 11-riL-lii; 13:.70 12-Fii-lii; ici.i0 13-55:-li?L 131.40 1*-Fhi-15!0 136.50 15-715-1950 136.60 16 tit-li!0 131.50 17-Fis-liiC 12 .*0 i s S ii-l ii :- 13i.40 li Sii-isi; 13 6 . f '1 20-F15-1980 136.70 22-F::-li!0 lif.iC 23-F1:-1 HO -13 .00 24-Fis-lii; 136.40 25-Fis-li!G 136.50
;$ 8i5-1930 115.20 27 855-1950 136.30
*i-FhS-li8.0 136.50 Ov-Fic-lie 0 136.30 01-MAR-13?C 136.30
=ater Lev 31s for hell LTIA (Ocntinuse) )A Oeta 51evation f.;Til
___..___.._ .a.--.... ..___ 03-M,AR-1980 136.30 04-MAR-1950 136.30 ,. 05-MAR-1950 136.40 06-MAR-1950 136.29 07-MAR-1990 136.3C 06-MAR-1950 136.40 . QS-MAR-1950 136.40 10-MAR-li!C 136.5v l 11-MA:-lid; 136.30 i = 12-MAR-li!O 136.30 , 13-VA -li!0 131.-0 14-MAR-li!O 136.20 15-MAR-li!O 13 6. '< 0 16-MAR-1s!O 136.00 17-V A A-l ii 0 136.40
, 13-MAR-li!O 136.?3 15-MAR-1930 13f.20 23-MAR-lii0 135.30 21-MAR-li!O 13c.3C 20-MAR-li!O 136.30 13-MAi-lii; 136.2C 24-uAR-li!0 136.13 I(N- 25-MAk-lii; 13t.20 j 26-MAi-lii0 136.10 a
27-MAE-li!O 135.1C l 25-MAR-1950 136.30 i 2i-MAR-lii0 136.30 30-MA:-lii0 136.53 31-MAR-lii0 13c.30 31-AP;-list 136.ic ' 02-APR-liiu 131.20 03-APR-lii; 131.;; Se-AP;-li!C 13t.ec 05-APR-lii3 13:.10 06-aPR-li!C 136.1C 07-Ar -lii; l:t.;G Gi-AFR-lisc 12c.10 09-APR-lii; 135.3C 13-A8R-li: S 1?t.2C 11-APR-li! 1:4.10 12-AP;-li:w 13t.20 13-APR-15EO 136.3C 14-APR-li:C 13t.a 15-APR-lii0 13t.20 16-APR-li!0 13e.1C 17-A34-1vic 12c.1G li-AP -li C 13t.23 li-APR-li&O 13o.3. (v 20-APR-1)iG 21-AP -li&3 13t.3; 136.e;
,- s water Levels fcc wall .Tla (Continu e d) .I \ \ /
N/ Cate Elevrtion f.; T i i 22-APR-li?O 136.*0 23-APR-1950 136.-0 24-APR-li!O 136.40 25-APR-lis0 13c.40 26-APG-1950 136.4C 2 7- AP R -l i t 0 136.50 2e-APR-li!O 136.50 27-APR-15?C 136.6C 30-APR-li:0 136.50 01-MAY-li!0 136.50 02-MAY-198C 136.5C 0 3-M A f-l ii C 136.00 04,MAY-li20 136.60 05 *Af-li!C 136.!C 06-MAY-li'0 136.73 07-MAY-li!C 136.70 03-MAf-li!; 136.70 07-MAY-li!C 135.60 10-MAY-li!0 133.60 11-M4 f-l ii C 136.60 12-MAY-lii3 136.oC f 13-MAY-liBC 136.i0 ( 1*-MAY-li!O lif.!: 136.7; 15-MAY-trau 16-MAY-15?O 13:.5C 17-MAY-lih0 136.50 li-V A f-l i" ; *36.90 li-vaf-lii; 136.10
-s ss v.-1 .v-:~
. <3
. . s . r .-
21-t' A f -1 s : C 136.10 20-MAY-li!O' 137.C. 13-MAf-li6; 1 7.00 04-M4f-li?0 137.;; 25-VAY-li: C 137.10 16-MAY-173; 1 7 .1 '. 27-Mar-Isic 137.C; i3-MAY-1riC 137.00 2,-5 A Y-l ii C 137.0; 33-MAY-l'aiC' 137.0. J1-M4Y-li!0 137.li 01-JUN-IriO 1:7.1; 0 2 - J U P.-l i i C 137.15 03-JWi-1:!$ 13i.50 04-JUN-li!0 137.10 0 3 - J J!.-1 r i ; 137.ls 00-Ja'.-1 iC 127.3 37-JUN-1:!0 137.1; 03-Jut.-li!C 13 7.3G Oi-JJf-li!0 137.1C 10-Jur-liiC e 137.2
__s water Levels for aall LT1 (Continuee) . t N Dste ilevrtisn NOTis 11-J Uts-19 5 0 137.10 12-JUN-liiC 137.10 13-JuN-1v30 137.10 14-JUN-1950 137.10 15-J U N-l 'v 5 0 137.2C 16-JUN-li30 137.10 17-JUN-1930 137.10 li-JUN-liiG 136.50 19-JUN-19?O 137.10 20-JUN-liiG 137.10 21-JUN-lii; 137.10 - 22-JUN-1:!C 137.0C 13-JUN-liSC 137.00 24-JUN-1980 137.10 23-Juh-1r?0 137.10 26-JUN-1550 137.10 27-JUN-liiG 137.00 15-JUN-19?C 137.00 Iv-JUN-li!O 137.00 30-JUN-liSC 137.10 G1-JUL-Iri0 137.00
- s 02-JUL-lii0 136.i; l i 03-JUL-li&O 13d.iC V 0 -JUL-liiC 136.50 Go-JLL-li!C 136.30 07-JUL-li!G 136.30 O!-JUL-lii0 lat.90 Gi-JJL-lyiC 13:.sw 10-JUL-1)i' 136.i0 11-Jul-li!0 137.01 1J4.90 11-JUL-liiC 13-JUL-1)i, 13:.30 1.-JUL-li?O 13:.iG 15-JJL-liiO 136.7C it-JLL-li: C 13:.: 0 17 - J u .-l ii ; 13:.: L li-JCL-li"; lid. G li-JUL
- i3 0 13i.7C
.-,-Ju.
. .....s:e .::.:.
11-J't-li". s IJ:.7. 12-JLL-liid 136.7* 23-JUL-ir: 0 lit.:; i 4-J.L-1s!! ... 137.50 ! t 4 5 s...w.-13: . .::...
. .s .
26-Js -1s2; 146.!0 l 17-JcL-irie 136.3". 1s-JW.-1si 13s.iC 2r-JUL-is3; 1:c.20 l 30-JJL-li!O 133.7C ! 31-JUL-li!C lei.e;
~_ ' meter Levals for hell LT1A (Continuad) / x ! i k/m Date Eiavetien f.!Ti5 01-AUS-19?O 136.7C 02-557-195C 136.40 01-0CT-1950 13e.30 31-0CT-li!0 135.40 01-DEC-1950 135.60 02-JAN-li!1 135.60 02-F45-1991 135.90 02-MA4-li!1 135 90 0 2- A P F.-19 31 135.f0 01-AAY-li?1 135.70 01-JUN-1)!1 135.*0 02-JUL-li!1 135.20 03-AUS-liil 135.70 03-JUN-li3; 134.60 03-JJN-liS! 134.60 0*-JUN-li!; 135.00 GS-JUN-li?; 135.00 06-JUN-195; 135.0's '
07-JUN-lii2 136.50 O!-JuN-lii; 134.90 09-JUN-li!1 135.1* gs 10-JdN-lif; 135.10 ( 11-JUN-lis; 135.20
\ 10-JUN-1)i; la!.;*s 13 -J U'.-l ii 2 135.40 .
14-JUN-1)f; 135.50 15-JUN-li!2 135.:0 l o - J u t.-l i ! ! 145.t 17-JUN-li82 135.73 1s-JUN-11i2 135.!! li-JU'.-ti:-1 13:.01 23-JUN-1??; lit.!C 21-Jwfe-1si. 131.4* 22-JUN-1 i; let.i; 23-JuN-liil 136.s; 4 4 -J U f.-l i v ; 127.20 25-JJN-iri. 117.4*s 26-JUN-Isil 137.70 17- J'J N-1 s : ; .13 i . C 0 23-Ja'.-1 . 13i.10 21-JUN-li!! 11!.3* 30-JUN-lii; 135.30 01-JUL-193; 12:.1: 02-JJL-li! 136.5; 03-Jul-li?; 131.50 05-JUL-ist; 13!.91 06-JUL-13: 1 13s.10 gs 07-JwL-1131 139.30 t 03-JUL-li!! 135.50 Qi-JUL-li?; 139.70 i
,_s water Levels fce wall LTIA (2:ntinuse)
\ - 2 ate 51evetion NET 15 10-JUL-1952 135.50 11-JUL-lii2 14C.10 12-JUL-lii2 139.40 13-JUL-1 52 139.70 14-JUL-li!; 135.90 15-JUL-li?2 139.90 16-JUL-1952 140.10 17-JUL-is02 1*0.10 18-JUL-li?2 140.10 li-JUL-lii2 13i.60 20-JUL-lii' 13i.53 21-JUL-19 5 2 13).3C 22-JUL-1322 135.30 2 3 -J U L-l i! ; 149.62 2,-JUL-li!; 139.30 23-JUL-lis* 139.1C a 27-JUL-li!2 133.50 Zi-JUL-lii2 139.60 25-JUL-liii 13t.!S 30-JUL-li!2 135.C0 31-JUL-Iri; 137.20 01-AUG-li!2 139.eC h\ J 02-aUG-li?* 02-AUS-li!2 139.60 13i.6C 03-aV3-lii2 136.50 04-auG-litI 135.!O 05-AUG-lii2 13E.9 05-au3-lit: 1-C.4* 07-AUS-li!2 1-0.70 03-au3-lii; 140.7C Or-aV3-1392 1-G.90 - 10-Aus-isi2 1-1.*; 11-AVG-lii; 161.e3 13-auG-lii; 1-1.7; i.-auS-1sie 1-1.iC 15-AUG-li!2 1-1.iG 16-AVG-li!2 14*.23 17-AL3-1352 142.00 18-au5-1s? 141.7C 20-a w 3-li!2 142.!: ' 11-AuG-li!c 1 1.0; 23-465-1i12 140.00 23-Av5-li?; 1 0.0a 2*-ALG-15?' 13i.iG 25-AUS-lii' 135.iG 2 6 - a 'J 3 - 19 ! 2 134.6) 27-auG-li'2 113. 1 25-AVG-1vi2 137.1C * ( 29-aV3-1982 139.iL 30-aL3-li!4 136.10
s Water Levais-for Well LTla (Continuse) Orte Elevitten N3 TIS . 31-AUG-1932 136.60 01-5:7-1192 133.50 0 2-S E P-19 2 2 135.50 03-SEP-1922 135.30 04-5EP-lii; 135.30 05-5sP-li32 136.20 07-5h8-1952 135.20 - 06-5EP-li3; 137.*] 09-553-1i5; 134.10 10 -Si F-l i i; 137.iG 11-5E:-171; 127.70 12-5EP-1951 137.60 13-SEF-lis; 137.4C 1 -3sF-1)i; 157.30 15-557-195; 117.30 16-557-19!* 137.60 17-sip-1951 137.20 12-567-19?; 137.20 li-5EP-lie; 137.20 20-SEP-1952 137.0C 21-5hF-lit; 137.2: li-D iC -l i ? ; 135.10 s 15-Fa:-li2; 160.90 22-JuN-liS3 131.*0 - 15-;CT-li?! 153.A0 - 14-05C-li23 156.-C.
;;-Mai-li:' 126.10 12-Jui-16!* 137.40 1 -JUN-li!- 157.70 13-;i;-19 ? ' 157.00 04 .*ii-li'h 157.55 i
Water Lavels for Well LT7 f__') ks / -- Deta Elavation NOTES I6-35C-1979 141.70
-31 ~sC-1979 1-1.90 02-JAN-1950 161.60 04-JAN-1960 142.00 07-JAN-li2C 141.60' 09-JAN-1900 141.50 11-JAN-1950 161.70 14-JAN-lie 0 141.50 16-JAH-1990 1 1.50 li-JAN-li?S 1*1.60 21-JAN-lie 0 1-1.50 2I-JAN-1930 161.70 23-JAN-1960 1-1.60 24-JAN-liiG 141.t0 25-JAN-1950 1-1.60 26-JAN-1930 1 1.40 27-J Aid-l ii C 1*1.60 23-JAN-li!C 1*1.3C 23-JAh-li'O la1.20 30-JAN-1950 141.10 30-JAN-li30 141.1C 31-JaN-li!O 141.60*
s 01-Fii-1950 1-1.10 02-Fis-19?C 1*1.00 03-Fii-liSC 161.10 Fii-li!C 1-1.20 35-F55-1990 1-1.10 06 ciE-li!C 1-1.e; 07-Fco-li!C 1*1.1C Ci-Fii-lii; 161.CC 09 ::s-1vic 1-1.30 10-F55-1910 1*1.60 11 555-1990 1 1.20 12-F:6-liSC 141.1C 12 55-1 iG 141.00 14 8i:-1750 141.00 15-615-19!0 141.20 le-F;3-13!0 161.60 j 17-Fis-lii 1-1.10 li-Fil-li!C 1*0.i; li Sih-li?C 161.10 20-Fii-liiC 141.30 21 81:-17?Q 1 1.20 22 8: 3-1980 1 1.20 23-Fi:-1,50 11.1. 24-Fit-lity 1 1.10
;2 SS.-1s!C 141.30 2 e-F i o -l ii G 1-C.iG 27-F:i-li!O 1*1.00 21-F::-1960 +
1-1.30
Water Levsis fcr Wsll-LT7 (C ntinued)
.rm \
i
\s l Date Elsvrtion i.0T55 29-Fis-lisc 141.20 01-MAR-lie 0 141.20 03-MAR-li5u 140.30 04-MAR-1940 141.00 05-MAR-1990 141.*0-06-MAR-1990 141.30 07-MAR-1950 141.20 05-MAR-1920 141.50 09-MAR-1980 141.50 10-MAR-1950 1*1.60 11-MAR-1950 1*1.40 12-MAR-19EO 1-1.50 13-MAR-lib 0 141.60 14-MAR-1920 1*1.40 15 W. A R -l i 3 0 141.20 16-MAR-liSC 1*1.30 17-MAR-liEC 1-1.60 16-MAR-1930 1-1.60 li-MAR-1950 141.50 20-MAR-1950 1*1.90 21-MAR-lie 0 142.20 22-MAR-1990 141.2C .
(s 23-M A R-199 0 1*1.20 24 *A4-1950 1-1.40 . 23-MAR-li!C 142.13 26-Mai.-li!0 142.00 2 7 -M A R -l i! O. 142.00 16-MAR-13?0 1*3.50 Zi-MAR-li3C 142.40 33-M A R-lif a 1*2.60 31-MAR-li!G 142.40 31-APM-li!C 1-2.20 32-A3:-is?3 1*=.20 03-AGR-1930 14 .00 04-APP-li!'. 142.70 05-AP:-lie 0 162.30 06-AD;-li!C 142.3C 07-APR-li?O 1-2.-G C3-AP:.-li!0 1*I.50 Oi PR-li!* 162.iU 10-AP(-li!C 161.!3 11-APR-1990 142.35 12-LP"-li?O 1-2.!C 13-APR-li30 142.c0 1*- A P:-l is c 142.30 15-AP;-li!O le2.4G i 16-APR-li: C 161.30
-s 3
17-AFR-li!'; 142.2C q) 15-aFR-li?; li-APR-1930 1 1.63 1-0.60 i
t t s Wster L?v715 fer Wall LT7 (Continu>d)
'A Date :levetior NOTES 20-APR-1920 163.03 21-APR-1980 1*2.60 22-APD-lie 0 142.*C
+ 23-APs-1950 142.50 5 l 24-APR-1930 142.50 25-APR-1950 142.4C ~ 26-APR-1930 1*2.40 27-APR-1950 142.5C 25- A PR-196 0 142.40 29-APR-li!0 1*2.50 23-APR-19EC 1-2.40 01-MAY-1950 142.30 0 2-M A Y-19 5 0 142.~0 03-MAY-1950 142.20 04-MAY-1950 142.30 05-MAY-1930 142.23 10-MAY-19E0 141.9C 10-MAY-1990 141.90 11-MAY-1950 141.90 12-MAY-1950 161.i0 13-MAY-lie 0 142.30 14-MAY-1930 142.1C lq
, 15-Maf-1953 1 2.?;
16-MAY-li30 141.?O 17-MAY-1710 1-1.iC - 13-MAY-lia0 141.90 li-MAY-liiG
,,,.aY
- l. '.. I . 2 C .
es ...sa 4-4.3.v 21-MAY-liSO 1*1.90 22-MAY-1s!C 141.i] 23 '4aY-lii; lel.iu
;6-M;Y-Is!; 162.10 a s .. Y ..rc v. 1 ..S li-Maf-li?; 141.70 4
c7 .A.s ..sa .
... 2s Et-Maf-liis 1 1.-0 ss-A..Y-1...
- s:. 3. ,..~a .
1 .. ... , .. as-MAY-12: '. 14.. :. i 31-FAT-li!0 1-1.2C J 1- J u':-l i ? C 141.-C 01-JLA-liiS 141.;0 - 9 3-J U.4-l ii G 141.20 34-JJ:.-li!O . 22 05-JCi-li!0 141.00 06-JJ4-li?C 141.C3 1 07-JUN-193C 1-1.10 0:-JUN-Isi0 1-1.20 Gi-JUN-li'O 1*1.'u i 10 - J u..-l i i ; 1-1.00 11-Jur.-liEL 1-3.i2 1
'w a t e r Levels for '
n a ll LT7 (Continvec) (*s\ s- Date Elsvation NOTis-12-JUN-1950 140.50 13-JUN-liSC 140.70 14-JUN-li?O 1e0.90 15-JJN-1980 140.90 16-J U f4-19 5 C 140.50 17-JUN-1980 140.70 16-JUN-1950 140.30 li-JUN-1350 1-0.E0 20-JUN-1950 1*0.70 21-JUN-1950 1*C.70 22-JUN-li20 14 C . 5 0' 23-Juh-1950 140.50 24-JUN-1950 140.'60 25-JUN-1930 160.70 26-JUN-1930 140.60 27-JUN-19EC 140.40 23-JUN-1950 140.30 2 9 - J 0.N -l i 3 0 1-0 30 30-JUN-liiC 1*0.6C 01-JJL-1350 14C.40 02-JUL-lii0 1*C.30
- s 03-JUL-liiC 140.30 -
04-JUL-1920 140.30 \ Ot-JUL-lis0 140.30 - 37-JUL-lii 14C.10 03-JUL-19?C 140.10 Gi-JuL-li!; 1*C.10 11-JUL-liBC 140.30 11-JUL-liiO 16C.3C 12-JUL-19s; 1*C.20 13-JUL-13E0 140.10 16-JUL-lifC 1*;.00 15-JLL-liSC 139.iC 16-JUL-liiC 1-0.00 17-JUL-lie 0 1*O.00 15-JUL-li!; 14C.00 li-JUL-lis; 119.5C 20-JUL-1950 139.50 21-J J L-13.0 0 139.iG 22-JUL-li;0 133.i; 23-JUL-lie 0 140.00 2*-JUL-1350 133.10 25-JUL-li?O 159.50 26-JUL-lii0 139.30 27-Jul-li?O 139.!C 2 6-JU L-l ii C 103.10 Zi-Jul-li?C 139.3C fg 30-JUL-liiv 13i.70 ( ) 31-JUL-liiG 139.70 01-AUG-1910 133.70 i
Water Levels for Wall LT7 (Continuac) g~ s ('J i " ate Elevttion t.CTE5 02-5EF-li30 135.00 01-CCT-li30 139.40 01-0CT-1920 135.40 31-0C T-19 6 0 139.70 01-;EC-1990 140.20 02-JAN-li?1 1*0.00 02-APR-1991 135.70 02-JUL-li21 139.50 22-DEC-lisi 1*0.20 24-OiC-1991 140.20 05-F-3-li!2 133.50 07-Fis-1992 135.60 03-JUN-li!2 1*0.00 03-JuN-li32 135.90 04-JUN-1934 140.3C 05-Juh-li!2 1-0.30 06-JUN-1992 140.10 07-JJN-li?1 139.E0 05-JUN-193; 135.90 03-JUN-1921 141.70 10-Jur.-li3; 1*0.10 11-JUh-li!2 14C.00 12-JUN-li!2 1-0.10 (/} s_ 13-JdN-1952 1-0.1C . 1*-JuN-li!2 14C.00 15-JUN-1922 140.10 15-JUN-lii; 1*0.10 le-JUN-lii; 1-0.20 17-JUN-lii2 la0.1C li-JUN-lii; 160.20 li-JUN-li!2 1*C.20
, 10-Juts-liil 160.10 21-JUN-liS1 1-0.1C 22-JUN-lii2 1*0.00 23-JUN-lii; 1*C.CC 2 -JJN-13:2 140.3; 2 5 -J U N-l i! ! 140.00 26-JUN-1 !! 1-0.1C 27-JJN-liS2 1*0.1C li-JJ!.-li!2 140.20 23-JuN-li!2 1-3.21 30-JUN-liS2 1-0.30 01-JUL-1331 1-C.20 02-JUL-1922 140.20 03-JUL-lisi 140.33 05-JUL-li!! 160.-0 06-JUL-liil 1*C.2C 07-JUL-li?2 1-0.40
[
\
Os-JUL-1si; Gi-JUL-lili 140.5; 140.70 t
Water Levels for Well - T7 (;cntinuec)
<y Cate Elevttion t.0TES
- - f 4 ___________ _________
= _____
m.J 10-JUL-li22 160.-0 11-JUL-1394 140.90 12-J U'.-19 8 2 1*0.70 13-JUL-liS2 140.70 14-JUL-193; 140.90 15-JUL-19 6 2 140.90 < 16-JUL-1952 140.90
' 12-JUL-1932 141.20 li-JUL-1932 141.20 24-JUL-19El 141.20 2 5-JUL-19 2 2 1*1.30 27-JUL-lisL 140.90 23-JUL-lis2 1e0.70 29-JUL-13F2 141.1G 30-JLL-li!2 141.50 31-JUL-li32 141.60 01-AUG-1932 141.70 0 2- A UG-19E 2 141.50 02-AUG-19El 141.:0 04- AUG-19 5 2 141.60 05-AUG-liG2 141.4G 0 6- A UG-19 3 2 ~ 141.50 07-AuG-1992 1-1.50
/~' 03-AUG-li!2 1*1.;0
\ . 09- A U S-195 2 1*1.90 10-AUG-19?1 141 50 11- AUG-195 2 1-2.00 02-5E:-1922 162.70 04-SEP-1952 1,2.50 05-5EP-1962 142.60 07-55P-1952 142.60 06-sip-liS2 1*2.30 09-5E8-1952 lei.50 10-5EP-195. 1-2.4C-11-56P-15?2 1-2.30 12-5EP-li!2 1-2.2C 12-557-1s22 142.70 13-5dP-iv5; 142.10 ,
I i 14-553-19E; 1*2.10 15-SED-li!; 142.33 15-56P-1991 1*2 20 16-5dP-li!; 1-2.3; 17-5 E 9-19 51 142.30 15-SEP-liS; 142.20 13-5EP-liS2 142.20 2 0 - 5 6 P-19 51 1-2.10 21-ShP-1932 142.10 15-DEC-liS2 1*0.10 s 15-MAR-lie; le0.e0 x I 9 y , - - , - - .-w-p . - . . ~ _ . . _ _ , _ _ , , , _ ,w, , , . , , . , . , -----.-_r . - , , , _ _ _ - . ~ - . _ - ,m.w,,.. ,_ ,_
h datar Levels for 'aall LT7 (Continu&d) Date Elevetion NOTES , 22-JUN-1953 169.90 [' 03-CCT-1952 15*.2G 14-DEC-1933 155.90 ; 22-MAR-1984 156 eC I 12-Jut <-1954 157.40 13-5EP-1954 157.70 31-DEC-1934 155.00
TABLE 2-5 Monthly Precipitation - Augusta Weather Station U . MEUSTA WSO #,f0(TH.Y PHECIPITATID4 l fWl MR fiAY JUN Jti. AUG SEP OCT 10J OEC TOTYR CA.YR YEAR J44 FEB 6.37 2.29 3.40 2.83 4.13 7.11 2.87 .77 1.19 3.23 40.89 1552l 1 1.94 4.06 3.07 6.96 2.64 3.79 3.80 5.06 1.46 3.47 5.28 0.00 .92 7.55 44.00 1953l 2 3.23 2.48 2.63 3.52 4.85 3.60 78 1,39 2.44 1.88 31.53 1954 3 1.89 2.84 1.91 6.83 4.09 2.47 3.96 2.41 1.59 1.75 3.36 .32 34.05 1955 4 4.28 1.88 5.89 4.96 3.39 .76 2.75 2.19 2.33 4.72 1.54 .58 2.20 32.85 1956 5 1.54 3.58 1.99 5.81 .78 1.88 2.54 7.17 2.69 6.18 2.70 39.32 1957 6 2.33 1.68 3.83 3.76 5.47 1.02 2.88 8.48 2.23 1.83 .25 .36 3.01 36.84 1958 7 3.80 4.54 5.82 2.49 5.70 2.63 2.37 5.49 6.77 6.90 .71 2.39 49.48 1959 8 3.67 5.68 5.51 4.01 2.16 4.38 8.22 1.98 2.01 .95 .09 2.24 45.71 1960 9 8.48 7.67 5.04 8.43 4.10 3.32 2.58 5.44 1.26 .18 1.50 4.21 46.35 1961 10 2.70 6.04 5.31 5.11 1.97 5.17 1.77 3.43 2.99 2.58 2.45 1.96 45.28 1961 11 6.50 5.25 3.48 3.88 3.90 2.66 4.27 3.43 1.58 4,48 .01 3.63 5.39 41.56 196i 12 7.08 4.84 5.56 5.33 4.27 5.32 9.66 9.91 2.59 6.34 1.24 3.90 66.04 196i 13 5.42 7.29 2.21 1.88 5.67 5.39 2.55 1.05 2.62 1.84 1.16 38.42 1961 14 1.34 7.81 5.36 3.73 2.37 5.77 3.50 3.44 5.74 2.10 1.83 .85 3.32 45.02 1964 15 3.86 6.53 1.92 6.98 4.67 11.43 8.00 .61 .55 2.61 2.93 53.46 1962 16 3.37
.69 .88 2.44 4.05 5.06 4.44 1.31 4.85 3.13 3.07 2.89 36.60 1961 17 3.77 2.33 3.23 4.53 4.33 4.53 6.63 4.80 7.03 1.09 1.62 3.76 45.86 1961 18 1.98 2.71 2.38 6.34 .68 4.13 1.75 6.29 5.39 .79 3.92 .63 5.06 39.99 1971 19 20 4.62 5.35 9.57 2.38 3.85 3.51 5.11 6.69 2.50 3.48 2.64 2.69 52.39 1911 6.08 3,08 3.06 90 4.05 6.25 3.36 2.45 2.60 .87 2.79 5.27 40.76 1971 21 5.18 5.22 6.22 3.71 2.55 7.28 2.47 2.63 2.97 2.02 .57 2.81 43.63 1971 22 3.99 5.76 2.32 4.02 4.15 3.63 4.05 3.86 2.83 .09 2.38 4.05 41.13 19T!
23 5.22 5.23 4.43 5.01 5.10 5.32 3.53 9.51 1.29 2.12 4.58 55.05 1971 24 3.71 4.11 2.00 6.12 ' 4.77 2.00 1,81 6.12 5.06 3.61 5.61 45.67 197i 3.51 95 []) 25 7.04 3.26 3.48 3.71 3.01 43.66 197; ( 26 27 3.66 7'76 1.90 1.50 8.18 3.54 1.22 3.58 2.53 2.16 1.80 1.59 3.07 1.70 4.91 1.34 1.12 2.50 1.26 32.96 1971 2.48 5.27 9.61 1.56 6.12 3.56 4.10 1.50 1.95' 1.85 48.74 1971 28 3.48 7.34 4.07 3.17 11.92 1.28 1.84 4.31 2.12 .65 5.06 1.62 2.24 .96 39.24 198 29
.75 5.26 2.62 2.27 5.29 7.08 1.72 6.20 .72 2.91 .91 8.65 44.38 198 30 4.60 1.54 5.23 3.78 3.46 3.56 3.09 1.91 3.65 2.34 4.93 41.09 198 31 3.00 4.47 6.02 6.86 5.47 1.9) 3.90 1.44 4.99 5.40 2.31 4.64 5.24 52.67 198 32 4.79 3.45 3.82 3.90 4.19 4.11 3.41 2.12 2.11 3.47 43.56 FEAH 3.97 4.21 2.39 1.76 1.87 1.59 2.54 2.21 2.25 1.73 1.35 1.85 7.30 STD 1.91 1.89 7.67 11.92 8.43 9.61 7.28 11.43 9.91 9.51 6.99 6.18 8.65 66.04 tRX 9.48
.69 .88 .60 .76 .78 1.44 .65 .61 0.00 .09 .32 31.53 ft!N .75 Source: U. S. Department of Commerce, National Oceanic and Atmospheric Administration, Climatological Data, Georgia, Annual Summary q
TABLE 2-6 Monthly Precipitation - Waynesboro Weather Station \
]
WAYESBWl0 2 E, rom 4.Y PRECIPITATIQ4 YENt JM FEB MNt @R MAY. JtM 'Jti. MS SEP OCT NOU DEC TOTYR CALYS 1 2.04 4.29 6.01 1.67 3.32 3.35 1.97 6.19 5.84 1.26 1.80 2.71 40.45 1952 2 2.25 5.59 2.55 1.92 6.16 6.26 3.43 1.73 7.39 .11 .66 7.52 45.77 1951 3 1,44 1.41. . . . 3.63 2.18 1.86 1.38 2.30 2.15 . 195d 4 4.60 2.22 1.97 5.90 6.02 2.55 4.42 d.47 4.66 3.72 2.57 .53 43.63 1959 5 1.44 0.15 3.56 2.62 2.16 1.88 4.33 3.24 5.28 2.12 .93 2.60 40.31 195d 6 1.29 1.33 4.69 2.49 8.31 5.28 4.51 6.62 7.47 4.73 6.28 2.58 55.58 195: 7 3.90 4.05 4.98 5.47 1.98 3.84 4.24 2.77 1.65 49 .32 3.51 37.20 1951 8 4.57 5.95 5.93 3.50 3.35 1.39 4.86 3.47 5.60 7.77 1.55 2.64 50.58 1951 9 . . 4.37 . . 5.73 8.92 . . . . . . 1961 3.54 5.85 2.27 9.77 4.61 1.76 .27 8.56 .37 0.00 1.46 5.63 44.09 196: 10 11 5.17 3.38 7.00 1.59 3.41 5.37 2.37 3.30 1.80 1.14 3.37 .72 38.62 196: 7.12 3.76 2.69 2.25 2.18 10.37 6.02 1.38 5.58 0.00 3.34 3.68 48.37 196: 12 13 4.44 . 2.49 . . .65 4.06 8.30 . 16.74 1.85 3.40 . 196< 14 1.10 6.22 6.41 2.40 1.25 1.45 6.00 1.15 .70 2.23 1.93 1.27 32.11 12 15 4.59 4.21 5.16 .61 3.49 6.13 4.10 6.77 3.05 2.07 .92 4.61 45.71 1964 16 3.71 2.67 3.94 3.43 2.90 1.98 6.04 4.72 .97 .25 2.80 2.81 36.22 1 Z 3.36 1.25 2.76 2.62 2.77 4.50 3.75 3.83 1.96 2.71 3.47 2.90 35.88 1961 17 18 1.76 2.38 3.35 3.87 5.73 2.00 .83 10.39 7.49 1.92 1.52 3.34 44.55 1T 19 2.25 3.32 6.47 1.36 7.86 1.51 3.88 5.96 .30 4.49 1.47 5.21 .44.08 197 20 5.56 4.30 5.05 3.65 4.17 4.70 4.49 6.51 4.35 6.55 2.63 3.24 55.20 197 21 6.85 4.00 2.88 .77 3.33 6.83 3.45 4.14 .30 .63 2.61 5.38 41.17 19 7 4 22 5.17 4.61 4.85 6.07 2.48 10.48 1.43 4.38 3.21 1.(9 .72 2.31 47.39 197' 23 4.13 6.09 3.99 2.54 3.54 4.79 3.10 4.17 3.65 .91 1.60 6.83 45.34 197 24 5.36 7.31 7.57 4.88 10.48 5.14 7.89 5.53 5.05 1.83 2.26 3.33 66.63 19 7 5.23 /O 25 4.13 1.24 4.36 1.23 9.16 6.31 5.18 3.35 5.40 5.63 3.29 2.03 4.82 54.51 19@ () 26 27 3.17 9.28 2.06 1.56 7.13 3.23 2.14 95 .87 5.00 2.21 2.14 1.38 2.81 4.06 6.16 2.54 1.15 4.53
.21 2.92 1.76 35.75 197 38.36 1971 4.59 8.85 2.98 3.97 5.57 4.26 5.57 6.41 6.01 .93 4.30 2.11 28 55.5519f 29 3.75 2.59 13.51 2,08 1.66 2.52 1.64 .77 5.18 3.34 1.09 1.29 39.44 19Bi 3.03 2.31 3.93 5.57 13.09 .53 2.28 .75 8.94 48.79 198; 30 .85 3.95 3.56 31 5.28 3.86 1.71 3 67 1.56 4.54 5.39 1.83 2.22 2.94 2.51 3.91 39.42 199) 32 5.05 5.08 8.71 9.86 1.74 4.69 4.57 3.53 8.80 1.20 4.72 4.39 62.34 19$
4.71 3.32 4.05 4.15 4.07 4.87 3.68 2.77 2.26 3.59 45.28 rDH 3.93 4.05 STD 1.93 2.05 2.43 2.31 2.48 2.41 1.92 2.74 2.50 3.26 1.30 1.94 8.30 r%X 9.28 0.85 13.51 9.86 10.48 10.48 8.92 13.09 8.80 16.74 6.28 8.94 66.63 MIN .85 1.24 1.71 .61 .87 .65 .27 .77 .30 0.03 .32 .53 32.11 Source: U. S. Department of Commerce, National Oceanic and Atmospheric Administration, Climatological Data, Georgia, Annual Summary v
\
TABLE 2-7 Monthly Precipitation - Blackville Weather Station s (. ) w/
. s ELAON!!1.E 3W,f10NTM.Y PRECIPITATI34 YEAR JM FEB f1M N'R tiRY JLN Jll. AUG SEP OCT HOV DEC TOTYR CN.YR 4.69 6.27 4.21 3.92 3.87 1.60 7.93 3.35 1.62 2.68 3.96 46.19 1952 1 2.09 2 3.71 5.68 4.14 2.80 4.40 5.07 3.64 2.43 7.09 45 1.17 8.06 48.56 1953 3 1.52 1.36 2.63 3.43 3.78 4.62 1.16 2.82 1.05 1.80 1.51 2.17 27.85 1954 4 5.30 2.68 2.22 4.91 4.13 3.94 9.18 3.35 4.14 2.09 3.03 .51 45.40 1955 5 1.99 7.71 4.28 3.15 2.79 4.61 2.79 4.74 3.50 3.11 .83 2.05 41.55 1956 6 1.36 - 1.35 4.70 2.28 6.07 5.93 2.41 2.54 5.29 2.82 7.00 3.38 45.13 1957 7 3.38 4.56 4.85 7.40 3.56 3.08 7.74 5.48 .83 2.36 .23 3.97 47.44 1958 7.37 3.33 3.22 2.82 5.53 4.34 16.75 10.15 1,61 5.81 8 2.87 6.02 63.82 195{
2.29 6.24 5.58 1.98 3.61 1.52 1.12 2.37 43.38 196q 9 4.13 4.79 5.34 4.41 18 3.69 5.57 3.26 12.99 3.05 6.36 2.57 5.61 1.47 .1's 1.30 4.40 50.42 1961 5.32 4.56 5.35 4. 42 3.79 5.31 4.55 2.53 5.24 2.21 3.25 2.63 49.16 1962 11 12 6.54 3.33 1.97 2.04 3.34 6.83 5.49 .95 4.69 0.00 3.04 3.37 42.41 196' 7.39 8.81 4.91 4.05 4.68 9.17 9.97 4.86 6.54 1.08 5.29 75.10 1964 13 8.35 6.72 7.05 3.00 1.41 8.63 9.55 1.12 1.88 3.14 1.70 1.49 46.89 196' 14 1.20 5.96 4.08 2.95 6.15 5.47 2.85 7.9) 3.22 1.02 .96 3.65 51.30 196< 15 7.06 3.70 3.34 3. 4, 2.54 5.63 1.63 7.07 7.55 2.15 .39 1.69 3.15 42.32 196: 16 1.58 1.20 2.12 3.19 7.49 4.54 2.71 .89 3.51 3.31 2.72 38.55 1961 17 5.37 2.89 3.61 2.98 5.12 3.38 5.35 4.66 5.46 2.13 2.16 3.31 43.77 1 % 18 2.86 2.89 7.62 .94 9.40 1.82 2.64 5.34 2.04 3.2o 1.56 4.52 45.02 197 19 2.99 4.63 4.11 7.(5 2.80 3.91 8.79 6.15 6.47 .92 4.85 2.76 2.48 55.52 197 20 3.69 2.74 .36 3.49 6.22 4.06 4.52- .39 1,38 4.14 5.71 42.41 197j 21 5.71 0.33 9.50 3.49 2.74 10.68 6.04 3.80 4.74 1,53 1.00 5.45 62.34 197 22 5.12 23 3.17 6.35 2.83 3.27 4.38 4.03 5.90 7.08 5.58 .07 1.85 5.21 49.7219 5.69 5.55 3.67 7.28 4.34 7.12 5.72 2.48 1.54 1.54 4.08 54.14 19 9
.m 24 5.13 4.25 1.68 3.49 1.19 5.41 11.53 1.79 3.02 5.77 5.24 3.64 4.19 51.12 1971 l ) 25 V' 1.99 7.42 .89 5.68 4.64 1.79 5.86 3.66 4.64 1.31 5.47 46.54 197 26 3.19 1.30 2.48 4.51 4.93 3.22 7.35 3.38 1.18 .02 2.36 2.13 40.22 197 27 7.36 6.42 2.24 5.73 4.85 4.67 5.44 5.41 8.16 .65 4.99 2.05 55.63 197 28 4.42 9.74 2.61 2.53 3.88 1.40 2.57 6.44 1.80 1.40 1.72 41.50 198 29 4.57 2.84 3.77 3.01 2.28 1.52 7.40 5.38 7.59 .12 2.43 .74 8.08 42.62 198 30 .70 3.79 1.45 4.73 2.73 4.45 6.11 1.78 2.26 1.91 1.54 4.56 38.61 198 31 3.36 5.25 6.25 4.40 .69 3.96 3.55 2.73 4.89 1.65 4.18 4.31 45.52 198 32 3.66 4.77 3.61 4.04 5.29 4.86 4.50 3.69 2.36 2.21 3.80 47.46 IEm 4.02 4.31
- 1.99 2.40 2.25 1.76 2.29 2.38 2.26 2.46 2.12 1.44 l'.73 8.54 STD 1.83 9.40 11.53 9.55 9.97 10.75 10.15 7.00 0.08 75.10 f%X 9.35 8.33 9.74 12.99 1.20 .36 .69 1.63 1.16 .95 .12 0.00 .23 .51 27.85 ft!N .70 1.36 Source: U. S. Department of Commerce, National Oceanic and Atmospheric Administration, Climatological Data, South Carolina, Annual Summary O
Y.Y ,
TABLE 2-8 Monthly Precipitation - Hampton Weather Station fh i )
- x. s ;
WrFT W ,tO Q t.Y PIIECIPITAT! W Mt JM FEB twt APR MAY JtM JLA. AUE SEP OCT 101 DEC TOTW CALYR 1 1.73 6.54 3.27 2.97 5.88 3.52 3.H 5.64 1.12 44 1.9) 2.85 39.44 1952 2 2.90 4.58 6.35 1.76 2.49 5.54 3.45 4.06 6.03 .13 1.57 6.90 45.76 1953 3 1.13 1.57 1.75 2.56 8.21 1.07 2.46 5.26 3.14 1.05 1.9t 2.14 32.24 1954 4 3.47 2.26 46 7.02 3.61 6.25 7.92 2.61 6.37 1.20 .85 1.50 43.52 1955 5 1.44 6.89 3.59 2.75 3.17 1.17 5.H 1.39 4.99 2.04 .H 1.10 34.48 1956 6 1.33 1.82 5.68 2.83 9.22 6.88 5.71 1.72 4.55 1.67 6.08 1.74 49.15 1955 7 3.35 2.40 4.67 4.72 5.39 6.96 4.74 4.34 2.55 3.8) .80 2.90 46.73 1998 8 4.57 7.12 7.44 2.50 6.76 2.97 4.77 5.45 8.50 7.59 .78 4.27 62.72 1950 9 4.83 5.64 4.98 2.53 2.41 4.82 12.57 2.55 4.37 3.10 .66 1.86 49.42 1960 5.77 5.99 7.09 15.03 4.00 .20 1.65 2.61 60,96 1960 10 3.22 3.99 3.92 7.39 11 6.25 2.16 7.52 3.18 3.38 4.26 7.86 6.04 6.59 2.90 2.48 2.05 54.59 1962 12 4.69 4.00 .71 1.75 4.44 8.82 4.58 3.18 6.78 .45 2.77 2.88 47.04 1963 13 7.50 6.75 3.45 2.62 5.27 2.2. 12.33 7.35 9.81 8.24 .67 2.92 69.11 1964 14 1.52 7.08 7.74 2.48 1.75 6.5. 9.91 4.22 1.94 2.38 1.87 1.13 48.58 1965 15 5.40 5.10 3.12 2.20 7.24 4.78 4.97 7.15 2.75 .99 45 3.06 47.21 1966 16 6.09 3.73 1.81 3.69 5.14 7.06 5.48 6.03 3.27 .27 2.18 2.10 46.85 1967 17 2.23 1.11 1.49 5.08 2.59 6.35 4.34 2.60 2.25 3.02 2.66 3.38 37.09 1968 18 1.50 2.14 4.H 1.76 8.47 8.06 6.32 8.69 10.66 3.07 2.59 3.14 61.36 1969 19 2.77 3.80 7.81 1.37 2.38 2.94 4.73 4.67 1.43 4.02 .71 3.07 39.70 1970 20 2.81 3.55 6.66 3.48 2.63 5.76 11.58 11.10 .53 6.00 3.13 2.37 59.68 1971 21 4.51 4.78 2.59 .53 4.00 7.28 1.72 8.81 .95 1.35 3.22 5.43 45.09 1972 22 4.99 4.85 5.22 3.88 1.33 13.80 2.62 8.74 3.22 .65 2.67 4.74 % .71 1973 23 3.86 5.44 3.% 2.00 4.14 2.96 5.96 7.22 4.01 .17 2.91 3.8) 44.02 1974 24 4.39 4.20 4.48 5.23 5.31 5.73 12.05 5.15 4.57 1.02 .79 3.22 %.14 1975 t 25 4.37 1.68 2.85 1.64 11.96 4.64 4.17 2.26 7.16 3.35 3.10 4.26 51.44 197d I ( 26 3.37 1.25 5.96 .58 2.92 6.24 2.94 5.99 2.26 3.47 1.55 6.25 42.78 1977 27 5.40 2.02 1.87 .2.36 4.70 3.29 4.82 2.01 1.15 .36 3.12 2.41 33.51 1978 28 5.11 4.92 3.53 4.65 7.02 2.64 3.53 2.78 9.98 2.54 2.43 2.85 51.98 1979 29 4.14 1.25 11.92 1.76 3.76 2.97 .85 2.79 5.47 2.21 1.00 1.87 39.99 1984 30 .79 3.65 3.88 2.30 2.17 6.69 3.51 6.09 .90 1.30 1.18 7.08 39.45 1981 31 3.62 3.89 1.90 4.78 2.34 7.17 9.52 2.32 2.57 1.95 .65 4.50 45.21 1981 32 7.74 5.26 7.78 4.04 1.36 10.09 1.71 2.30 2.91 .76 4.63 5.72 54.30 1981 tem 3.78 3.92 4.44 3.05 4.69 5.48 5. 72 5.17 4.27 2.24 2.01 3.32 48.09 STD 1.81 1.86 2.54 1.44 2.54 2.64 3.22 3.04 2.80 2.04 1.37 1.59 9.00 tW( 7.74 7.12 11.92 7.39 11.96 13.80 12.57 15.03 10.66 8.24 6.88 7.08 69.11 n!N .70 1.10 46 .53 1.33 1.07 .85 1.39 .53 .13 45 1.10 32.24 Source: U. S. Department of Commerce, National Oceanic and Atmospheric Administration, Climatological Data South Carolina, Annual Summary v
TABLE 2-9 Monthly Precipitation - Savannah River Plant 9F,f8MTM.Y PRECIPITATI(M YEAR J4I FE8 M N'R IM JLM .RA. AUG SEP OCT MOU DEC TOTYR C 1- 2.87 3.23 6.55 3.12 5.56 5.67 2.82 5.98 3.34 1.36 2.86 3.99 46.55 1 2 2.69 5.48 3.83 2.96 4.42 5.38 3.63 3.41 8.53 .11 1.84 7.51 49.19 1 3 1.26 1.64 2.95 2.50 2.89 2.91 2.03 4.10 1.43 1.29 2.94 2.88 28.02 1 4 4.M 2.62 2.21 5.57 4.53 3.31 3.94 5.07 3.42 1.32 2.93 46 40.13 1 5 1.67 7.94 4.84 3.21 3.87 2.34 4.34 3.18 4.H 1.83 .93 2.M 39.96 1 8.02 4.17 3.51 2.41 5.04 6.12 6.46 2.24 48.64 1 6 2.05 1.58 4.29 2.75 4.42 3 7 4.01. 4.30 4.96 5.63 2.07 2.50 5.32 2.76 1.12 .96 .21 38.34 Ig I 3.54 - 6.84 6.44 2.03 3.81 4.N 5.00 2.93 8.71 10.86 1.97 3.54 59.75 1 9 6.91 . 5.81 5.76 5.07 1.H 3.66 5.27 2.81 4.84 .97 .83 2.93 46.82 1 6.40 14 3.59 5.76 7.23 0.20 4.03 3.88 3.01 4.41 3.09 2.H 7.15 3.43 1.00 5.55
.07 2.27 1.83 3.50 2.20
$1.411 47.75 1 45.78 14 11 4.64 5.14 6.52 3.50 12 5.96 '3.64 3.34 3.70 2.98 8.42 3.18 1.04 5.37 0.00 3.68 4.47' 13 7.79 6.01 5.79 5.94 3.62 4.58 10.42 12.34 5.68 6.13 .88 4.38 73.47 1 14 2.00 6.39 8.67 2.43 1.33 5.04 0.04 1.94 2.83 2.59 2.17 1.41 44.84 1 15 7.18 5.94 4.43 2.53 5.51 4.66 4.11 5.23 3.64 1.25 1.M 3.40 48.95 1 3.74 7.52 7.32 1.70 .64 2.51 3.13 47.53 1 16 3.66 3.18 5.68 2.82 5.01 4.27 2.24 3.00 3.39 2.73 37.78 1 4
17 3.98 .94 1.49 2.12 3.46 6.20 3.88 18 2.00 2.46 3.38 4.09 3.02 3.95 2.71 5.42 4.H 1.16 44 4.19 37.341 2.79 2.69 7.36 1.38 4.16 3.46 4.M 3.79 1.71 5.01 1.68 4.92 43.00 19; 19 , 20 5.11 4.16 0.68 2.92 2.98 5.92 18.53 8.76 3.80 9.95 2.31 2.89 64.01 19; 21 8.91 4.42 2.02 .57 4.72 6.57 2.64 6.05 1,47 1.20 3.H 5.23 48.16 19-22 5.34 5.26 6.30 4.50 3.50 10.89 4.04 3.11 3.71 1.22 .31 4.64 55.70 1 23 2.58 7.03 2.87 2.9) 4.15 2.79 4.00 6.27 3.22 .48 2.19 3.83 42.02 19; 24 4.98 6.64 5.91 4.42 5.15 3.84 0.55 3.83 5.18 1.74 3.41 2.03 55.68 19 54.10 1 O
- 25 26 27 4.18 3.72 10.02 1.00 1.62 1,32 3.03 6.86 3.17 2.50 1.27 3.53 10.90 1,79 3.64 4.35 2.47 3.43 1.95 3.42 4.12 1.64' 7.30 5.11 5.48 9.50 4.06 4.92 4.27
.06 4.19 1.63 3.54 5.00 3.86 1.88 43.71 1 43.78 19 28 3.59 7.74 3.09 6.49 8.94 1.54 7.85 2.21 6.13 1.35 3.95 2.17 55.05 5.86 2.14 2.58 1.91 43.07 1 ;
5.12 3.48 10.94 1.69 3.49 2.99 .90 2.03 29 1.08 9.55 47.55 1 4 30 .89 5.02 4.72 2.07 6.98 4.29 3.97 5.79 .54 2.81 2.50 5.68 2.72 4.27 11.44 5.00 4.62 3.87 2.40 4.83 55.76 31 3.94 4.45 32 3.77 7.21 6.77 5.77 1,67 6.57 4.M 6.32 3.56 1.92 5.38 4.15 $7.94 x 4.44 5.13 3.50 4.17 4.42 4.92 4.65 4.01 2.45 2.43 3.73 48.10 FEmi 4.21 2.M 2.17 1.74 2.10 1.88 2.64 2.36 2.01 2.39 1.47 1.84 8.67 STD 2.17 FN 7.94 18.96 8.20 10.90 10.89 11.48 12.34 8.71 10.86 6.46 9.55 73.47 10.02
.94 1.49 .57 1.33 1,54 .90 1.04 .54 0.00 .21 46 28.82 ft!N .99 i
i Source: " Technical Summary of Groundwater Quality Protection Program at Savannah River Plant. DPST-83-829, Vol.1, Dec.1983, E. 1. duPont de Nemours & Co., Savannah River Laboratory l I i i l l 1 I L
TABLE 2-10 m Monthly Precipitation - Vogtle Electric Generating Plant > -Q 12/72 - 12/83 . 1972 1973 1977 1978 1979 1980 1 981 1982 1983 January - 3.77 - 4.16 1.30 0.59 0.00 1.74 1.60 February - 5.71 - .32 6.77 0.59 0.00 2.19 3.94 March - 5.18+ - 7.55 1 . 01 7.78 1.28 0.14 3.66 April - ND .63+ 1,77 NO 1.51 1.38 2.68* 3.58 May - 1.11 .54 3.43 6.10 2.42 1.47 10 0.33 June - 5.58 2.40 .97+ 0.00 0.00 3.68* 1.48++ 3.10 July - .50 .77 2.86* 5.87 0.00 ND 1.71 0.35 August - 2.82 4.10 .17+ 3.95 0.00 2.28 1.91 1.96, September - 1.37 1.90 0.00 4.31 3.30 0.00 0.31 5.04 October -
.66 1.64 0.00 0.06 0.00 3.93 0'.88 1.19 November -
.19+ .70 1.68 6.08 .46 0.00 1.01 1.43 December 4.74 0.00 2.12 1.20+ 0.00* 0.00 6.23 1.37* 2.67 Total 4.74 26.89 14.80 24.11 35.45 16.65 20.25 15.42 28.85
= No Data Collection
+ = 5-10% Bad Data
* = 10-20% Bad Data
++ = 20-40% Bad Data ND = (40% Bad Data 9680A022285 0
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3.0 PERMEABILITY AND POROSITY O In response to the request for a record of all permeability and porosity l evaluations made of the unconfined aquifer and the Blue Bluff marl (letter from E. G. Adensam to D. O. Foster, dated February 19, 1985), the following discussion and accompanying tables are submitted. Loss of the ' holes in which permeability tests were conducted or from which samples were taken for analysis of permeability and/or porosity are included with this supplement. ;
- 3.1 Permeability
, Most of the permeability (hydraulic conductivity) testing was done during the initial site exploration, and was reported in the PSAR. The field tests performed in exploratory holes at the intake structure were done after the PSAR was initially submitted and were reported in the FSAR. l 2 Two pumping tests were conducted in the unconfined aquifer at the request ! i of the consultant designing the temporary construction dewatering system. These data had not been submitted previously in the SAR. In response to the request for all permeability data, a thorough review of f the records of investigation, 1971 to the present, was made, and the data
- from these tests were found. They have now been analyzed to determine representative permeability values and are submitted with this response.
The drilled holes or wells in which tests were conducted, or from which j samples were taken for laboratory analysis are shown on the attached f f figure. The hales drilled for the dewatering tests were not logged by a ! soils engineer or geologist. However, the driller's logs are submitted I-with this supplement. i l [
"yve-.-e-ge--my wwwwy wrmgi.w-w.-w r e-,,gm,,.ewmw,--vv----- - w y-i.e9ew -y-e-9w-"--w-m- g-a me---g+ - ->--,ve- - - - - - c..e v.-. w-w+w--* , -w-yy.y--w w+ a w,--w 9- -
f The hydraulic conductivity of the water-table (unconfined) aquifer was measured in the field by constant-head inflow methods (including open l stand-pipe and permeameter tests), constant-discharge pumping tests, and ; variable-head inflow methods. In addition, laboratory permeability tests ; i were made on samples taken from one exploratory hole (107A) and on grab samples of backfill material. Estimates of hydraulic conductivity were i reported for selected soil samples based on a theoretical relationship to i grain size. l i Hydraulic conductivity of the marl was measured in the field in l f exploratory holes by constant-head inflow methods. In all but two cases. packers were used to isolate test intervals. Two permeameter tests were t I conducted in weathered marl. No laboratory tests of marl permeability l were done. 3.1.1 Constant-discharge (numpina) tests. Two test wells, each with an array of 4 observation wells, were constructed in the vicinity of the ! power Block excavation to conduct aquifer pumping tests. Locations are i shown on the attached Figure 3-1. The purpose of the tests was to i provide data on the permeability of the Utley limestone, which, beneath the site, is composed predominantly of shells in a matrix of silt and I clay, but includes thin and discontinuous beds of limestone, sands and j coquina. It was thecusht in the initial plans for dowatering that the t formation might be very permeable and act as a drain for dowatering. t l t l O ! l
Well pumping tests are based on the Theis nonequilibrium theory of the physics of flow toward a pumping well. In each of these tests water was extracted at a relatively constant rate for a period of time and the rate of response (drawdown, or interference) was measured at each of the observation wells. The resulting data were analyzed by the Theis curve-matching method as well as the Jacob modified non-equilibrium method. These methods are described in standard texts of ground-water hydrology (ie; Walton, W.C., " Groundwater Resource Evaluation", 1970, McGraw-Hill Book Company). The first well, W-1, was pumped at a rate of 36 spm for a period of 97 hours, and response was sufficient in all four observation wells for analysis. The second well, W-2, was in a much less permeable zone of the f formation than the first well, and response in the observation wells was !
- negligible to small and analysia was not feasible. The average yield of W-2 was 12 spm but it fluctuated considerably and the test was terminated after 27 hours. The two tests indicated that transmissivity of the Utley limestone is relatively low and varies considerably from place to place.
It was concluded the formation would not be an effective drain for dewatering. In addition to the two conventional pumping tests, constant-head tests were conducted in some of the observation wells. During two of these tests, the water-level rise in an adjacent observation well was measured. The response of observation well 2A to the constant inflow of i
72 spm at well 2B was adequate for analysis as an inverse of a pumping ("'S test. The other test was not sufficient for analysis. A summary of v these tests and the analyses are provided in Table 3-3. 3.1.2 Constant-head tests. Most of the field tests were of the type wherein water is introduced into the aquifer through the exploratory hole or completed well by maintaining a constant hydraulic head (pressure) in the hole. The rate of inflow is monitored and permeability calculated with the data collected. Inflatable packers were used to isolate a specified test interval in the exploratory holes. In wells, the screened interval was assumed to be the test interval. The procedure followed is that provided by Designation 18 of the U.S. Bureau of Reclamation Earth Manual. The data of these tests are included on the drill logs of the tested hole, or on accompanying sheets with the drill logs. (:) L The tests of unconfined sands conducted in holes 183 and 184 followed the test procedure described as Designation 19, Permeameter Test, of the U.S.B.R. Earth Manual. The intervals tested were determined by the screened portion of casing installed in the holes. Results of the constant-head tests are listed in Table 3-1 and 3-2. f 3.1.3 Fallinx-head tests. In addition to the pumping tests conducted for dewatering design, falling-head tests were conducted in the temporary j observation wells constructed for those pumping tests. A measured volume of water was introduced into the well, and then the rate of decay of the l
l 1 column of water in the well was monitored. These data were analyzed by the falling head method, as described in the U.S. Bureau of Mines Open File Report 136-77, " Field Permeability Test Methods with Application to Solution Mining", 1977. Results of these tests are listed in Table 3-3. 3.1.4 I.aboratory Tests. As part of the initial investigations to determine the foundation soil properties, laboratory permeability l measurements were made of Barnwell sand samples taken from borehole 107A. Three of those samples were undisturbed samples. The fourth was a disturbed sample for which permeability wa's measured at three densities. I Similarly, laboratory tests were made at three densities of two " grab" samples of backfill material. The backfill sartples were selected for t different amounts of material finer than the No. 200 sieve: one sample ; with 5.9%, and one with 11% fines. The testing procedure followed was to saturate the samples by the back-pressure technique, confine them at the effective overburden pressure, and then maintain a constant hydraulic ' gradient across the sample. Results of laboratory tests are listed in r Table 3-1. 1 i 3.1.5 Grain-size analyses. A comon method of estimating permeability of sands is by applying the approximate relationship to grain size found by A. Hazen for filter sands (Freeze, R.A., Cherry, J.A., " Groundwater", i l 1979, Prentice-Hall Inc.): 2 K = Ad 10 The d va ue s de M Hner grah size, and H egressed in l 10 j millimeters, A is equal to 1.0, and K is expressed in em/sec. Although I i O i l t
i t s the approximation was developed for uniformly graded sands, it has been connonly applied as a rough estimate of other sands. The estimates are listed in Table 3-1. ' f 3.2 Porosity l J , i The drill holes, or sites, from which the samples analyzed were taken are I 5 shown on Figure 3-1, the porosity calculations are listed in Table 3-4. I The drill logs of the holes are also submitted. The laboratory determinations of soil properties were directed to those units on which , i structural units are founded. These include the Blue Bluff marl and the , ; upper sands of the Barnwell Group. No records have been found of any i tests conducted on samples of the Utley limestone unit. i j I Porosity of the Blue Bluff marl was calculated from laboratory soil analyses of undisturbed samples taken in exploratory holes during the initial site studies.~ The determined porosities range from 24% to 62%. [ There were 18 samples analyzed. The mean porosity value is 47.5%. 4 Porosity of undisturbed Barnwell sands and/or silty sands (some from the water-table aquifer) have also been determined. Fifteen samples were
-analyzed and porosity values range from 34% to 61% with a mean of 43.9%.
In addition, porosity in relation to density of two recompacted samples t of Barnwell sands used for backfill material is provided. Porosity of the Utley limestone is estimated from descriptions of the material. Descriptions of the material are available from mapping of the 1 l power-block excavation and from exploratory drill logs. ; 1 i 0635g , !
The Utley unit was exposed at the base of the cuts in the power-block
, excavation, and ranged from less than one-foot, to more than twelve feet
( thick. Unfortunately, extensive slumping and regrading obscured this portion of the slopes and detailed description was not possible. The l more resistant,-indurated limestone units tended to remain exposed. , i Jointing and/or fractures were not reported present in the indurated ; limestone beds. Cavities were present in the upper, thickest limestone ! unit on portions of the north and west slopes. It is estimated that ; cavities make up 5% of the unit in the excavation exposure. More representative descriptions of the Utley unit are provided by the i core recovered from the many exploratory holes drilled throughout the VEGP site. From these descriptions, the Utley limestone beneath the site is comprised predominantly of shells in a partially cemented matrix of silt, clay and sand. There are discontinuous beds of hard dense ( limestone, relatively clean sands, and coquina. No joints or fractures are reported in the material apart from the cavities. Based on these descriptions, it appears that primary (intergranular) Porosity remains (pores have not been filled by cementation). Joints and fractures (other than the cavities) contribute a negligible quantity of openings. The Utley unit beneath the VEGP site is classified as a partially cemented silty sand. Total porosity varies from place to place ; and is estimated to range from 15% to 60% (depending on sample size, ! porosity would be 100% where cavities are present, and less than 10% in l the dense limestone beds). Effective porosity is estimated to be 30%. r O
~
TABLE 3-1 e f "g PERMEABILITY TEST DATA g ; -BARNWELL SANDS. SILTS. AND CLAYS s_ ' , INTERVAL HOLE TESTED PERMEABILITY NUMBER (FT.) (FT/YR) MATERIAL TESTED ANC/OR REMARKS WELL PERMEAMETER TESTS 183 50.0-60.0 200 Sand 184 53.0-63.0 267 Saad (SW), Clayey Sand (SC) and Clay (CL) LABORATORY TESTS 107A 13.8-14.4 302 Sand (SP); undisturbed sample 34.0-36.0 9.8 Sand (SW); undisturbed sample 49.0-51.0 19,973 Sand (SW); dry density = 83.1 pef 6,833 dry density = 84.0 pcf 1,682 dry density = 91.0 pef 62.5-63.0 27.4 Sand (SW); undisturbed sample S #10 Backfill 6,070 % compaction = 92.9 (Crab sample) 4,580 % compaction = 93.9 4,400 % compaction = 95.7 2,260 % compaction = 99.8 S #11 Backfill 4,110 % compaction = 91.2 (Crab sample) 1,820 % compaction = 94.0
- ( 1,430 % compaction = 97.0 430 % compaction = 98.8 GRAIN SIZE ANALYSES 301 10.0-11.5 1.34 Silty Sand (SM) 305 70.0-72.5 16,559 Silty Sand (SM) and Sand (SP) 308 39.0-40.7 1.32 Clay (CL) ,
309 8.0-10.0, 19,663 Composite sample of Silty Sand (SM) ! 18.0-20.3 and and Sand (SP) ; . 29.0-31.0 313 8.0-10.0 and 7,969 Composite sample of Silty Sand (SM) 18.0-20.0 and Sand (SP) 314 18.0-19.5 and 7,969 Composite sample of Sand (SM) and ! 28.0-30.0 Silty Saad (SP) ld
~
319 30.0-31.3 and 4.968 Composite sample of Sand (SP) and 40.0-42.0 Silty Sand (SM) 331 38.0-40.0 and 4,968 Composite sample of Clayey Sand (SC) O 49.0-51.5 0618g l
r TABLE 3-2 ;
'(V
\
PERMEABILITY TEST DATA BLUE BLUFF MARL i l INTERVAL [ HOLE . TESTED PERMEABILITY (1) MARL INTERVAL i NUMBER (FT.) (FT/YR) (FT.) REMARKS CONSTANT HEAD (PACKER) TESTS t 157 100.0-110.0 3.0 92.0-153.1 Tests rejected because of l 100.0-120.0 3.9 packer leakage. See 110.0-120.0 18.6-54.2 results of tests in , 128.0-138.0 0 Hole 508. 120.0-140.0 0 ; 170 104.5-124.5 0 92.0-152.0 110.0-130.0 0 120.0-140.5 0 , 130.5-150.5 0 l l 180 77.5-99.5 0 72.0-142.0 I 85.0-105.0 0 95.0-115.0 3.7 105.0-125.0 1.2 r~s 245 80.0-100.0 0 71.5-135.5 I 82.0-102.0 0 86.0-106.0 0 103.0-123.0 0 110.0-130.0 0 i 249 67.5-87.5 0 57.9-122.0 Tests questionable because ; 80.0-100.0 48.4 - of possible packer leakage.' 92.5-112.5 29.2 i 501 76.5-96.5 0 74.0-150.0 l 88.0-113.0 0 j. 114.0-139.0 0 135.0-150.0 0 j 502 86.0-114.5 0 82.5-146.0 114.5-139.5 0 137.5-150.0 0 ! 503 63.5-82.0 0 58.0-121.5 66.0-102.0 0 ! 81.0-102.0 0 100.0-122.0 0 Lo e 0618g
TABLE 3-2 (continued) {} (_,/ . PERMEABILITY TEST DATA BLUB BLUFF MARL INTERVAL HOLE TESTED PERMEABILITY (1) MARL INTERVAL NUMBER (FT.) (FT/YR) (FT.) REMARKS CONSTANT HEAD (PACKER) TESTS 504 87.0-99.0 0 , 84.0-134.0 97.0-109.. 0 107.0-119.0 0 118.0-130.0 0 122.0-135.0 0 505 148.0-160.0 0 l'47.0-187.0 157.0-167.0 0 166.0-178.0 0 175.0-187.0 0 J06 93.0-105.0 0 92.0-162.0 103.0-115.0 0 113.0-125.0 0 .
/ 123.0-135.0 0 's, 133.Q-145.0 0 143.0-155.0 0 153.0-165.0 0 507 112.0-124.0 0 111.0-180.5 125.0-137.0 0 135.0-147.0 0 140.0-152.0 0 150.0-162.0 0 160.0-172.0 0 165.0-177.0 0 508 97.0-109.0 0 95.0-150.8 Drilled adjacent to 104.0-116.0 0 Hole 157 to determine 114.0-126.0 0 validity of ori5inal i 125.0-137.0 0 tests.
135.0-147.0 0 142.0-154^.0 0 , 510 95.0-107.0 0 93.0-154.0 i 105.0-117.0 0 i 115.0-127.0 0 , 125.0-137.0 0 ! 135.0-147.0 0 141.0-153.0 0 O 0618g
TABLE 3-2 (continued) f"3 PERNRABILITY TEST DATA
! BLUE BLUFF MARL INTERVAL -
HOLE TESTED PERMEABILITY (1) MARL INTERVAL NUMBER (FT.) (FT/YR) (FT.) REMARKS CONSTANT HEAD (PACKER) TESTS 513 90.0-102.0 0 86.0-147.5 100.0-112.0 0 110.0-122.0 0 120.0-132.0 0 130.0-142.0 0 518 124.0-129.0 0 77.5-139.7 P-1 11.0-31.0 0 4.0-33.0 P-2 5.0-30.0 40 0.5-29.5 Analysis suggests leakag'e around packer. P-3 7.1-17.0 0 7.0-39.5 Weathered mael 17.0-37.0 0 P-5 12.0-27.0 0 11.0-25.8 WTLL PERMEAMETER TESTS P-1A 0.0-6.0 16 0.0-6.0 Weathered marl. P -3 A 0.0-6.5 23 0.0-6.5 Weathered marl. Notes (1) Zero indicates no measurable water takes. i 1 O 0618g -
.- . . - _ - .~-. .-.- - .- - - _ - - --.
TABLE 3-3 I (s
) PERMEABTLITY TESTS ~/ .
UTLEY LINESTONE Observation Tested transmissivity Permeability I Well No. Interval (ft) (syd/ft) (ft/yr) Remarks l
- 1. Pumpina Tests
- a. Well No. I mussed out at an averste of 30 nom for 97 hours.
IA 56-78 6,350 14,100 Theis curve match, max. drawdown 1.92 ft. 18 68-78 25,700 125,400 Theis curva match, , max. draw 6;wn 1.05 ft. 1C 56-80 9,830 20,000 Theis curve match, max. drawdown 2.49 ft. 1D 56-80 21,700 44,100 Theis curve match, max. drawdown 1.31 ft. 1A,15,1C,1D 59-70 (avs.) 8,090 19,700 Distance-Drawdown
- b. Well 25. oumped in at an averste of 74 mon for 14 minutes. !
2A 62-85 1,520 3,250 Semi-log plot of recovery, max. drawdown -6.22 ft. (~. . R-) 2. Fallina Head (Variable Head) Tests i Well No. 1 65-80 NA 5,800 starting head = 36.7 ft. 1 1A 63-78 NA 600 starting head = 36.5 ft. Well No. 2 69-85 NA 980 Starting head = 44.1 ; and 10.6 ft. (2 tests) . 2A 70-85 NA 96 Starting head = 3.2 f t. ! 28 69-84 NA 360 Starting head = .6 and '
.9 ft. (2 tests) 2C 65-85 NA 140 Starting head 3.0 ft.
2D 70-85 NA 2,100 Starting head 1.8 ft.
- 3. Constant Head Tests ;
i 1A 56-78 NA 160 Total Head. 61 ft. l 2A 56-85 NA 3.200 Total Heada 64 ft. l 28 56-84 NA 1,790 Total Head = 15 ft. ; 2D 56-85 NA 1,190 Total Head = 17 ft, j r l NA = Not Applicable ( l 0647s l i i
~
J g TABLE 3-4 POROSITY Depth Boeing No. Interval (ft) or or Porosity gespleNo. Sample Site (%) Remarks hwell Group (includes unconfined aquifer) 102A 15.0-16.5 34 Silty Sand--undisturbed sample 35.0-36.5 47 Sand--undisturbed sample 58.0-60.0 61 Clay--undisturbed sample 107A 13.2-15.2 45 Sand-undisturbed sample 34.0-36.0 47 Sand--undisturbed sample 62.0-64.0 52 Sand-undisturbed sample 138A 9-11 39 Silty Sand-undisturbed sample 14-16 40 silty Sand--undistu' bed e sample 29-31 43 Silty. Clayey sand--undisturbed sample 34-36 38 Clayey Sand--undisturbed sample 49-51 49 Clayey Sand-undisturbed sample 59-60.5 44 Sanda-undisturbed sample 204 18-19.3 40 Silty sand-undisturbed sample 226A 61-63 43 Sand--undisturbed sample 235 8-10 37 Sand--undisturbed sample 9 92.9% compaction Sample #10 Backfill 39.4 38.8 9 93.9% compaction 37.6 9 95.7% compaction 35.0 0 99.8% compaction Sample #11 Backfill 36.9 9 91.2% compaction (Borrow Area) 34.9 9 94% compaction. 32.9 9 97% compaction 31.6 9 98.8% compaction Blue Bluff Marl 102 125.8 48 ! 140.3 48 , 111 80.8 .55 105.3 56 ; 114 80.8 54 100.8 51 138A 97.0 56 j 126.0 24 l 134.0 36 148.6 41 202 93.8-95.8 39 134-136 41 203 80-84 62 114 60 204 94.5 48 0 216 132-134 84.5 132 42 47 47 ) , Note Data source is Law Engineering Testing Company data sheets. 06473
i DOCU _ e PAGE i PU_LEJ !; A O . es - oo m l
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P t b LOGS OF DRILL HOLES WITH PERMEABILITY DATA i N t2 v . , i I i t i i o f i 1 l
BECHTEL sheer 1 Or 6 l HOLE NO. 107 Ol GEOLOGIC LOG OF DRILL HOLE Alvin W. Vogtle Site 90 BEARING l PROJECT ANGLE FROM HORIZ LOCATION E 623,876.5 N 1,142,996.2 BEGUN 9-16-71 COMPLETED 9-22-71l ( ) DEPTH DRILLED INTO ROCK TOTAL DEPTH OF HOLE 200.0 1 OVERBURDEN 35 I ELEV. WATER TABLE NO. CORE 80XES NO. SAMPLES TAKEN I CORE RECOVERY (% FEET MODEL & MAKE OF DRILL Acker HOLE LOGGED BY N. M. Thiel DRil.LER LETCO-Ivev I GROUND ELEV. 2 9.4 l NOTES SAMPLE DATA ON WATER TA8LE 6 CLASSIFICATION AND 3 j I LEVELS, WATER RE-g[a am gg j y j PHYSICAL CONDITION TURN, CHARACTER OF ; @3 0g g 3 g DRILLING, ETC. 3;
- E p l SAMPLE l Denison Samples . 209 . o_1,oe: TOPSOIL-SILTY SAND;l
- - brown, loose.
~
Samples 1-5: No -
~
- 1.0-13.0': SILTY SAND: Red-recovery; jar - -
- dish-brown, loose, mediua samples. -
Denbon _-; .- to fine-grained. (SM) _.- 3" 24 0 5_- : 24 0 4.0': Compact. j 6.0': Fine-grained.
. 2 24 0 :'.
(SM)
- - : 3
_.- 12 0 199 1D-' i :- 4 11.5': Trace of clay
/o- : 24 0 .
~
U
~
5 "I,5;f- 13.0-20.0': SAND: Compacte E' reddish-brown, medium-
~ " "
24 17 15_- , 6._ grained with small amount I.p!;;
- of silt.
.i:.N!
- ~
D.iQ' (SP) Wy4 _- . :;T;;. __
.- " " 24 7 189 2n - : 2 7 g l ; - 20.0-28.0': SAND: Compac t ,
3 -
- tan to brown, mottled, 21.0': Jar sample -
;! 8 medium to fine-grained.
- 24 11 : ,
Some silt in seams.
- 9 CLAYEY SAND: Compact,
- 25 - i : -
brown medium to fine-grad with small amount of sill
- . i (SM)
- -i . .
[. :' 28.0-34.0': Firm, tan to
" " /; c. brown, mottled CLAY &
_.- 24 18 179 3(L. .. 10 SILTY SAND seams, fine-i - grained; grading to CLAY: SAND; medium to fine-grained, with silt. g (SC) L} t 24 . , .. . u
; 1C '
, (g.g Hole No. B-107
" *'
- 5 3 7-3/4" Unit #1 site
2 6 SHEET OF Alvin W. Vogtle Sita PROJECT HOLE NO 107 A NOTES SAMPLE DATA , { i
.N WATER TABLE ; $ h
- CLASSIFICATION AND LEVELS, WATER RE-TURN, CHARACTER OF 5
)g 0g a
ti g g g 3 j a w 3 PHYSICAL CONDITION'
* =
DRILLING, ETC. $ SAMPLE _1,1 34.0-43.0': SAND; Comp act ,
. _ >, l.f' tan to light brown, medium
-/;.
- .~ l. ,< to fine-grained, with small 2pll, amount of silt.
" . ' .- 39.0': Dense
_- 24 0 160 40- '," ,* /.'1'
! .!* (SW)
. f.,__
_- ~ I *.', *' Z ! -
- - 43.0-49.0': SILTY SAND; Densa l " " 18 9 45 ~ - ! 13 tan, mottled, medium to
_ i fine-grained. 2 .~ .
- (SM) 24 12 159 50~ ** .< 14 49.0-54.0': SAND; Dense, tan, mottled, medium to
-,e * . fine-grained, black sand
.~ streaks, no silt. p l ) _ _.*'f.*.,
4, * . (SW) 24 5 1 5 15 54.0': 6" Brown clay seam. 54.5-56.5': CLAYEY SAND; 2 " " Compact, tan to light 24 14
.- 16 brown, medium-grained, some shell fragments. (SC)
- -, * * . 56.5-58.5': CLAY; Stiff,
_- 149 60-~**
- a whitish-tan, with 2" sand 12 5
* ** I,_
seam. 58.5-62.5': (CL) SAND; Compact,
-4l*',;*,'17 l
24 18 enn to light b rotm . redium _-! *,,*j ig to fine-grained, with few
,te.- clay lumps. (SW) l ***
$[-*...*..* 62.5-70.0': SAND; Compact, I tan to brown, mottled,
}**t **.'
, .; ,' medium to fine-grained, with trace of clay.
_- _-f,'l*' l 18 4 -
- e. .; ,- (SW)
~ ~
139 70 10 70.0-75.0': LIMESTONE; With
- - shell fragmeats.
L P l Hole No Hile Site
$ , ,, Unit #1
[
SHEET 1 OF 6 PROJECT Alvin W. Vogtle Site yy NOTES SAMPLE DATA ON WATER TABLE 6 ; h E e LEVELS, WATER RE-TURN, CHARACTER OF jg g. w2 ra C= g 3 g
=
g a g 3 CLASSIFICATION AND PHYSICAL CONDITION. DRILLING, ETC. [ *5 * = SAMPLE 75.0-137.5': SHALE CLAY; C. ; - Gray, hard, with trace of fine-grained sand. 24 18 - 20 (CL) Set easing at 80.0' _- 129 80 - - C,, _ Below 80.0' used 1 2 4_3/4"- bit. ! l 8C 88.0': SANDY CLAY: Gray, 24 24 2 21 hard, fine-grained, some
- 119 90- - calcareous pieces.
O
- (CL) t ._ __
l - 9C l 109 100 - I I l i 105 - - 105.0': SILTY CLAY: Hard,' 24 24 2 22 Eray,withsomecalcareoj fragments & trace of fins grained sand. j (CL) 99 11Q - v
-3/ " - -3/4" g , ,, y ,
107A: Hole Site S g, Unit #1 l
SHEET 4 OF 6 PROJECT Alvin W. ,Vogtle Site HOLE NO 107 A NOTES SAMPLE DATA , ON WATER TABLE i 3g o a w j $ [g g CLASSIFICATION AND' LEVELS, WATER RE-TURN, CHARACTER OF tS gga 2 b{= R M [ [ ;;; a PHYSICAL CONDITION. DRILLING, ETC. $ SAMPLE
~_ _ (CL) -
! " " 23 24 24
- 89 120 '_'
( - 125 -
~
- _ _ 128.0': SILTY CLAY; Grades 14 14 ; 24 to light gray, hard, 130 - SANDY, SILTY CLAY, at 79 bott m of sample 25.
24 24 25 j g -
~
7 k 2 -
. 135_-
[ 137.'5-156.0': CLAYEY SAND; 24 22 69 140 - 26 Compact to dense, gray,
- - medium to fine-grained.
- (SC) 145 ----
- - 149.0': Compact.
59 150__2 27 24 18
; 7 (SC)
{ } (- gg, 33,, 7-3/4" 3/4" g , ,, g, 107A 3,,, Unit #1
SHEET 5 OF 6 Alvin W. Vogtle Site fO 1 PROJECT HOLE NO 107 A mj
\_ NOTES SAMPLE DATA ,
ON WATER TABLE 6 o w E 5 . CLASSIFICATION AND LEVELS, WATER RE- 3g aw 25 y g j k 3 PHYSICAL CONDITION. TURN, CHARACTER OF 0g 8a ta g g a DRILLING, ETC. @ 'E *
- SAMPLE
-"b (SC) j;?;yl, 156.0-175.5': SAND; Very
-7. .f..,; dense, gray, medium-
-4;,,.;,:
- grained. (SP)
-.- 49 16Q.~05!:_
24 11 -100.: 28 161.0': Fine-grained.
.: i.,..
P. 29 24 15 0.c.5:!
- 165 :.'*I 'E g t ..
_i. ." .,. (SP) _- _- . :;.' .~ .
-::.r. p;
" " 169.0': Fine-grained, trace 24 15 39 17 0_.- 3.pi
- . . 30 f silt.
(n) : " " 24 12 : $6.:
-~,. ,: ,',:
~- ( -
':j:. .:- 31
' (SP)
-;.;;i 175 -E.j:..1 . x. +
- 175.5-186.0': SILTY SAND; Very dense, gray.
_- 24 18 29 180 - '.
- _ : : 32 (SM)
( - _ : ( - _- 185_- : . .
.*.**.. . 186.0-200.0': SAND; Very
. dense, light gray, coarse
_- _-,. to medium-grained. (.~
'. (SW)
_.- " " 19 190_ - ... 24 0 **
.1fa 3J 24 9 -, . * * *
,O I -
. * ' .34 i j -
'4 , .,.;
- -W, ,:
Hole siz e 7-3 4" x 4-3/4" g o ,, y, in7A Site Unit #1
SHEET 6 op 6 Alvin W. Vogtle Site PROJECT 107A HOLE NO NOTES SAMPLE DATA , ON WATER TABLE 8 . ; - E . ' CL ASSIFICATION AND LEVELS, WATER RE- 3g a 5 $ $ 3 $. ' PHYSICAL CONDITION' TURN, CHARACTER OF bg $=a lb= g g a DRILLING, ETC. @ *4 * = SAMPLE _ _ ..;e
'.* (SW)
_ _w. ,. .l. _ _, e,,Ij_ 198.0': Medium to fine-
~
~
grained. 24 17 9 200 -.j. . .);35
! B0H 200.0' l I
_ ( 1 _ _ \ _ l _ _ 1 _ _ i l l _ 1 _ _ l 1 _ _ 1 l l H4le siz e 7_3/4" _ 4-3/4" Hole No 107A site U"it #I l l
W$IHmr mxm"i- o u q ,O O $ rOa__n roO O-n OmF r8m
- xoE zP b$ e* [".. m g mmohq i
,zorm '"2 s P s- g>m 5* ii ron@oz *~~~0.8*." ' " mwsg 'o R 7? g rm 5 m* ~ i o<m $eb m* S *I S fmO E o 2oox 3
4Br SXz om 5g ~ - mrg g%m gR go,n@R Woxg z mw%Ew^$z i nom" m8<9<g- $ immH 3 6 goomr sp IM?EF
, TT omoEomgs o3 " 0R ro o$ m t' y?$ gFE= eq9m?,
zSmm 3mmw@m HCN N E Y R O oz gnm" Wm; R E e I H G o rm s e". s 4m" A' OV CO N . I S M r u s I. E et s T A V T P O L p>s9r, m5e doz aoE 3S oE C S P. esSP. M un E E ueE omPc g EqgmA- 9 %E R OG L r P I T iM L E D p g $" Foe gnEa En"
~
8m - T g = n y, A 8 . n i l i M g n[= r.a i i o
. i 8nga gnv M 58 i i i 8u om n[ .Tw~ 7 E 6 "I 8ogg ya. . >
. i
. e l l i i
. i l
H$ rI
/. i i
i
. i k
. i l . I i i i >
i > i > l e" l i i i i
. i i
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. i
. i
. i
. i Il p wa me" 0 i
i i
.N ik uis'o - -
m$r 9n te8 s~ew@ .rw i wu i$ l sR5 n m are i
$ i Y i
i aREEg e" . ran D*. i i f lhn i . i p i i ewm
.M, oI N
I
. i uon gn$ oaa9
. $ i i
A h
. i ). oa ,=.o*. l i
i i N v i ik I l ih Ior" eNm >' . 3
- 1oN z9 ~
"m f a l'.
-N PROJECT Alvin W. Vogtle Site O NOTES PRESSURE TESTS seu st. 157
. (4 Oil WATER TABLE wa = = = 2 =<
LEVELS, WATER RE- EE ,, =l E* $ $ E E CLASSIFICATION AND TURN, CHARACTER OF .S" " ' ' 0
*: E*
- PHYSICAL CON 0lTION OtlLLING, ETC.,
'(
. >r :
~
A
- @D$
168 e, 00 40q 1 7 '[
- p 1 Oct. 71 45 ~ -
<G 47 If
- S 158 50 ' ?gz I I .-
l . l : 55 "
" ~
$Wu, 45 148 60 l
~
65 -
@g% C 100% water loss at -
, lIc 6
68.0'. - ( 29 yd$ 138 70_' .-
- pg&
s EQ P l t a : pc ( 4-1/2" 30M BC. 157 Hole Size SITr General
SNEET 3 y 5 Alvin W. Vogtle site q PROJECT tg , . nett so. 157 C# NOTES PRESSURE TESTS . ON WATER TABLE C = = = 2 = LEVELS, WATER RE- EE ( E -i E* 5 E E E CLASSIFICATION ANO TURN. CHARACTER OF .S" E
*: O"
- 5 PNYSICAL CON 0lT10N 0 RILLING, ETC., 2' C : p as N
41 128 8 kNl
- N c
c
@:b
$3 85.~ i!.De
- 5
- 118 90j '
__ 92.0-153.1': CLAY; Dark 2 Oct. 71 ;E gray, silty, sandy in places, some hard, Set 95, NX 9L--_5-cemented zones. l casing from 0 - - i 95'. IC
. 1 Began coring with -
r l Revert. 73 ----- 108 100_-E nh AA A 4 . _-- r g
=
l , C. I ci m $ j.=
'l J J 105"---
u a u .--- 100 g g : ~Z E e e e . _- lE
= =
]L Q 98 llQ- _,
- E r
. . . 1.__
s s e < - 5 I l l lC. Hole Size 4-1/2" + NX WOLE 80. 157 I SITr General l
. ' . / ' ,
$a , ':! < T $7 E
_ 35 8 g3 kgE yh" s e Y l E m " g P "' 8 t a i i tR aE 8 - e . l - r T 5 ah33chS
" " P G*c' gM" m7 oV CO 8 - u i.
s wI" u E E D L 34" h - C 8P st S.
- g. 9gRmm o 5E R l8 aP i
T L E I c2 CP. I P ~
'5
/.003 .
0 5 8 m 51
- : : : : : i 23 23 2 3 . !
. 5 j T.4-T ja +T g T. T -
j < ~" f. k n
. l e aa' # ~U. I 0 5 5 8 : :
l l
> 5 y5 : 5 g t t t
~$.!l s s s . !
e e e ! - w T 0 T T 0 1 5 i!
.l m
1 1 1 b _ t t t ~M.l! _ s s s l! e e e . . T T T . N R i b _
< l l .
4 % Ig g ~$. b l l! . b 84a na " .
$ agS # .
l O
$' t . ~C c ' !
Uu:'8a 8 ~* f' E s3- ch a" . Yts* n[m i 3aa * . I l
^ .
o g -
~uf!t
. I ,
.I 1
I t w Vi $ ". I-
; >l EiE t y~
, og- ;
M=7 m$ , !
! _uE - ^
l :~
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S 90-
"=
l
< : ; ,l
) i f .! l 1i; ii ill l! i\
SutET 5 y 5 f,
^s d PROJECT Alvin W. Voctle Site 157 L.J ' MLE 30.
(! NOTES ON WATER TABLE wC PRESSURE TESTS
= = = 2
=
LEVELS, WATER RE EW
- o. i. ,, . . J O*
E E
" CLASSIFICATION AND TURN, CHARACTER OF . :::. E *: W* 5 = PHYSICAL CON 0lT10ll s .";
. N w i DalLLING, ETC., a-l Ad AA A A
.- : ,. S11ty, uncemented.
t . . ,
. . ...i~..'.
. . .;1::
No recovery ;.. due to uncemented : i : .,{.? nature of sand. . .
- .:'.i-
- e-
.," 165_," :'(s.l.,
- - ,a:
. ~. c. e m . :
. ee m- -m . .: :: .
~
N 03 h cc h co ~ :ir' ' ':* ; - o'* = =
= U U U U UU .
mm WW WW '. 0 ee e e ee . FF F F Fs 38 170 i~ i . . .
\ . l, .
w . 4' . .c. f (- 4.
- . :. . i .
.\.= :
. s i 175 :::l
. s . 3.- ,
. .~.
. 0 . .sf 28 18 %. :..- l Q
l 1 ., if if hr hf %f ip '/ Placed 35.0' of 7 B0H 184.1 gravel in bottom : of hole (for - -
. Packer Test) . .
then flushed with : (-- clean water. - - Ot Hole Size NX N0LE BC. IM '
$1TE General l
_ _ - . __ _ .. . - . - _ . - _ - . - _ _ _ _ _ _ _ - _ _ _-_ - _- l
i l ( y-J D. %.-} I l 4 v , y f I r 0 n,o00o nmogo m Hp Zo o m eo Fa.
- x:o mgo,C ta: o 1
oomOrT r-373 ra og oo n to a n o sa it . nmw
> omo to n e
OHro mCmZ mor<om o 23 m m n o 7 m H ta
- O .. - 23 < C A < "D > C-m CCM w&D Nb r z mdm N
A mN n to in (D o moNm o - anHoaH ma Fzm
~ F H Om Coq O g am H HTW 2 0 u) m 2 mg Ez m mg mnCmommm#
owno W -g O mo D m
.u OnNcn> 2l Ho 00 n o ra M 23 4q p m < m *2ll tig l
MM me N onoBCmH T mb Mm $mxH M M *
=
- 77 m
m o (D Co Mr G3 ul
< G3 .H N H m (a H ra ta M o (L y g-. e ;>.
m ~ o H .o W n a 00 H
= Hm g N m .e r- F M to I . . . l . . . I . . . l . . . I i . . I . . . 1 . . . . l . . . i I , , , , I , , , , l . . . .' I . . . . I , , o,,l.... 9: m'
.m w
"m .N W p gy
% CORE . -
RECOVERY 1 So 8 nO LOSS IN 3O H I M l'. to OI m R m't o w e w G.P. M . un m r- m m m a Pressure @OH g F *> R8 P.S. I. m o oE $$ H 'n 0 - w r E m@ m TIME H -<
@EH o Q R Minutes un r mO > 0 o a3 m H w w w aoo oOy z
e m o m H m w m ELEVATION mxn rmx r nHm m un u o n vi n H u g o u DEPTH g gor o x 1...l..li.il...li..l..if..il...l....li...l...liiiii..il.. , 5 g r ;- -
. : . : . .::.. .:.. .: ...:. ; .: .... ... . .. ...~.....
x ox
- . -. : : ~. . . . .. :..: ..... . . . . . . . .
gg r
>', m tog
% FI !
O H O ! i i 32 r ,O o d I ! e H "UO I~ H y 8
*g O
~
3 g-- us > M H o t g> O > T-
- I u) m us 2 :n. E l m H -
r om H m P O N nn b- mm# r R r-q O m I m dMO rny mNgun I noym us T o U ndg o e orm 'I I crm Z z m H H D mmE F om o O O X Im o Rm y
+
n Z Hb O m oy gr m z .
.O og g MO: -o u z y og?
-i o
H q r m -m p ON 4 o . . i a l m: n i
_ = SNEET 2 er 5
*t0 JECT Alvin W. Voetle Site ROLE B0. 170 NOTES PRESSURE TESTS .
> a ON WATER TABLE w= = = -
.. -. =. . - . .=. .
LEVELS, WATER RE. .. x. .=> . .-
= .
. m a CLA331FICAT10N AND
- o. == =
TURN, CHARACTER OF ,S. s *:, a
=:
3 PMYSICAL CONDITION DRILLING, ETC., a.
. . , . ., )
40 " - ** _ 188 - 40'-50' : CLAY
.4
__._=. g> - ,_,- _ 178 50- '~- l I : .
*: '. 50'-84': SAND
... (.
2 . 55 " . :. '. 1 .. l ". 168 60 ; ... l . . . A ~ 65 . ... l . . . 158 70 . l .. l . 170 Hole Size 4-7/8" N0LE #0. IITE Nt d'
SNEET 3 y 5 PROJECT Alvin 'a'. Vogtle Site Q(~N . , not.E se. 170 si NOTES PRESSURE TESTS . ON WATER TABLE gE g. =. g. [- = . LEVELS WATER RE- 8: M R: mE O S CLASSIFICATION AND TURN, CHARACTER OF . . 2 *: . 0. *! .- 5* 3 w
=
PNYSICAL CONDITION DRILLING, ETC., a-148 - 80 . ,. - 1
~
7'.'- 100% water loos 85-} 84'-90': SHELL at 85.0'. - t
- 138 90
- ~
}g - 90'-92': CLAY
- q. .
_ _=
=
- 92'-152': CLAY
" ".[_- -
95
- "[--_
- s Set 98.0' of 4" casi: g. .'
- 123 100 - -
C, .
- " " ^
105 .
. ~
a .-
- ,- ~
. n -a a 118 110-.
O, : l-(
%) -
9 o w 2 -- l l l - =._ Hole Size 3-1/2" #0LE 80* 1" SITE. Unit #3
9 i l SJECT A1'rin W. 'loetle Site 170 N0LE 30. NOTES PRESSURE TESTS . O 3m. - ON WATER TA8l.E _= _= - .=_ .
. . x.
=
.=. ._ .
m a LS. W T oo y _=* =
= PMYSICAL CON 0lTION TURN, CHARACTER OF 3
. S. E ".; ".= *.!
- w DRILLING, ETC., .
r C % 4 :Z-4 __
." 103 12C--C-- ~
- mr mr =r : ~
1 . -
. . w 1P gs
%F 1P 125_ __,
- ~ -'
2 . .
- _r-
- 0 o y
. o s . -
l l 3, , , ,, 93 13d _
. _- J 0, a
<u_
, 2,n
. Q q n, _-
=-
2 13CZ- _- o w = _- _ l . e . _
- 8e .
14G-_- . _ o + .-
.- q St .
7
=-
_- 145__- 2 ,,,, 73 150.-
! . . ==
2*S 152'-154': SA'T & C"R.7L /
. , l, :o.- \
noLE no. W Hole Size 3-1/2" d'
$1TE " nit l
Q PROJECT Alvin W. Vogtle site ,V . nott se. 170 NOTES PRESSURE TESTS (~ ON WATER TABLE - : - =
=
2 =
. . -. .. .=.. - .
LEVELS, WATER RE- 3 ,, z. 3; ,=. ; e 3 CLASSIFICATION AND TURN, CHARACTER OF . " ES
- " 2
- 5
- PNYSICAL CONDITION DRILLING, ETC., Z*
.. :' . ' .154'-180': SAE
~
_ E t- r 68 160 - : .,' -
) =
16S
~
b m d g o 58 170' .,. * . " ' * - < (J) ( 7 173 . . .., *. -
. ~ . . ,
. ~
s.,
. ,, y ,,
48 , .,* .} Bon 180.0' i
= .
5
= .
=
=. .
a . V)L Hole Size 3-1/2" nott no. 170 1 SITE tnie M3
l\1 l
\ ~,
(/ ~ _ ( g' Q V'(, Yl3 (
/ { _
b3 H 6dp D S d1n l H o i T a w N GCEOLP . L 2ure rep r8oiobnh ao DTLO ROLVOR E 1ist i l ,0 r e l t fePst t seao a e RUEN OREECO
'gnsh l h irg cm: IRV U E .V R A J S . u rt ea rno0oeaoed 3Nnmeka LNE L, LW A N BTE CI Z
I t eo sdf '. dt lreT I N C ,S EN ET D EA RW U OT E e sg w lfHt1 fog Tfi io h
,G H RO CT OR N OE t aa AW T E VR EM 4 L oroo0rnieos -
sg t
; ee g
. m e t ,6 omw csr ol t b RAT EATA E V ER T
. A 1 3 r h a uo TCEB S Y B 4
- u tNew s Hsr . CTRL 2 A 1
/
2 sf er do h e .o h i c oei l eag n E RR E {%
- 0) L 1
E 9 l v E 6 i
. s O- n
- . _.. - - - - ._ .. - . - 7k.~7h -
;7 - F 1 5 2 W
.G N 8mw D E V E E *>. E H P 6 goO 3m;z P O T 2 tL R H E L E F 3
lO e 082.
- S E D R
7 G S LE 2 SI
$al. U OT L I
4 i R G N L 4 tC e yi E G O. E E T E D C D L H 2w S B OI N R T O B 3E2, T S Y M E O G CE A OBR 1 1 2 2 D OO N G O H T 8 0 9 0 0 0 1 0 w$5F z E XC LEK L F E E S 2 1 1 & F D L R 3 2 W$Z O R 1 " L.t'
~. ..... .0' , .l - ~ :
l- : 5
',,.,..:.:<i.-
0
~-- T
.l T~
5
.;. 0.
7 ,.:'.'-.;*-,....,. a l. 7 .5' ,: 7
* . *: *, .'.*l l
F M A K BM E GH L I l '. :
'. .. *'."' . , il .
8 E UO L
. , J. :
O NR I F Z. H 3 1 l 0 D RN 1 0 O 3 7 ' . I T - L O 4 3 1 7 l
- l PC L
L .O S A T 1 7 E 3 3 ' : HL D AL 7
- 9 0
' ' : Y A 1 S
T SS IS RAc M D I LkPE S O CIF I T S S A P AI LeLP A A N S LCA ErE T B E N N D O R S HCE OA S D D I CT H L L OMR HH O OIO N N E TF A P N I OE U L n E D T C KH EL G LE ET i I TA O E O T t N IN M
- N L E N I 2
O OD N e l ED- 1 O . v O 10 - . 0 1 i 6 - 1F l 8 0 l n l I 21
. 7 j 8d 01
- ~
2 gy 5 b SREET l lSJECT Alvin W. "TobtlN Site 130 s . M LE 50.
*a NOTES PRESSURE TESTS .
a
> =
== = = = -
ON WATER TABLE E E CLAS$lFICATION AND LEVELS, WATER RE. E o =.
,om. ...
. i. = . *. ._
4 O.
=
=
a PNYSICAL CONDITION
=
. = . a TURN
- CHARACTER OF s . --== -
DRILLING, ETC., o a-
~,
. . ... l
- s 170 40 " . ' . . * . '
y . S. '.; 43'-64': SAND
. 45 . ..
2 160
- 50. .
( l .
. . . . ... i.
. . .,.- (-
. 55 . .~.**.s
- 150 60 . , . , .
g 100'; vater less - - at 64.0'. 65." 64'-72': Sugtt \, . . l
, 69'-72': '*0 D 140 70 " -l','.
l
. . . .. ~ .
- :R l : 74' of NX 4 . .----.
7.,, 142': CLAY casing. .
.(
NOLE N0. W Hole Si::e 3-1/2n L'"It #2 SME
sutT_ 3 y 5 O PROJECT Alvin W. h ele site
'd M Lt se. 180 i V NOTES PRESSURE TESTS .
ON WATER TABLE wE = = = *2 = LEVELS, WATER RE- EE .~, i E -i .f 3 E E CLAS$lFICATION AND TURN CHARACTER OF . ::l 2 s.
*: lll.
9 5* - 5 w
=
PNYSICAL CON 0lTION g OtlLLING, ETC., = l
.~ ,
. . . l 1
y a a
. .~
l 130 go _-__ , . q o w e
- ~~
. o :
T ;F 1r 85 . ~
- .=-
120 90- '"..- O
'(j o
6 g o
- r- -
T 7 -- -- t" 95 " '
~ -
. u a .:.
- 110 100 . _
o g o s (' t F-l 105 .-
. 7
. -=
100 110 .. ~.~
~~
; 7 % m .
g . _ t . - Hole Size 2-7/8" MLE #0.- 180 SITE l' nit 42 f
._ , -. . -w 4 5 Setti 0F
' JECT Alvin W. Vogtle Site gogg gg, 180 ,
NOTES , PRESSURE TESTS g 04 WATER TABLE == 3. = E. ;- 5 E CLASSIFICATION ANO LEVELS. WATER RE- 3g ;; } [4 W5 5 2 ", PHYSICAL C0it0lTl0N g TON, CHARACTER OF wg a; ; gg ;- i DNILLING, ETC., ' I
)
- :- l
. . ~
- ~
- - 1 90 120 "^.--.
3 . 2
=
~
. l n
l
- ,r ,r v 125-- ---
. . =- _
80 - --- l h P . 130 -n - _- (\
" ~
135- _
- =-
70 14(C ~
~
- l. _. _ .-
" " _7' '
~
',5 142'-167': SAND 145_" . ' . '
% ~*
. O
- o. % .-
. O s -
- 60 15 0 - -
Hole caved below 4 , -
'. '. : '.155.0'.
. o ,
<r e pott e0. IRO Hole Size 2-7/8" Unit #2 snt
setti 5 y 5 l PROJECT Alvin W. Vogtle Site MLE H. 180 j h ON WATER TABLE NOTES w =~ =
, PRESSURE _ TESTS w =
g
- =
LEVELS WATER RE I .* o .~. i. 3. . J O. . I s CLASSIFICATION AND ! y _a
- TMN, CHARACTER OF ,y 3 [. O ". -
g PNYSICAL ConclTION DRILLING, ETC., f
~
50 160 - - B0H 162.0'.
- - i t . .
i m Hole Sf.ze 2-7/8" #E #* 180 SITg Unit A2 I
- . _ _ . _ _ _ _ _ _ _ . . _ _ _ _ . - _ . ,___. _ ___~_-____ _._. _ _ _ -
l i C Holes 183 and 184 were drilled by Law Engineering Co. and no geologic drill logs were made from these holes. The depth and interval tested were based on geologic information correlated from nearby drill holes. The nearest hole to 183 is 139 and the nearest to 184 is 107A. The . following infomation is provided in Section 2.4.13.2.1.3 of the Preliminary Safety Analysis Report. G. Tests in the Shallow Sands. Pump-in tests were , conducted in two borings to provide data for determining the permeability of the nonindurated, , saturated sands overlying the marl. The two borings . (183 and 184) are at opposite edges of the site area for Units 1 and 2, as shown on figure 2.5-1. Determining the permeability o# those sands assists in designing a dewatering system and also provides data for estimating the rate of ground water movement. i o [ f O , I k P
. ..---,.-_.-._____.r... . _ . _ . _ - . _ . . _ _ . _ , . _ . _ . . _ , _ _ . . _ . _ . . . _ , - . . - . - _ . , _ - , - _. . ,
i VNP , ; I i ! 4 4 :
- 1. Procedure. The test holes were drilled similarly l i to those for the tests conducted in the marl. l After drilling to the desired intervals to be i tested, 2-inch diameter PVC pipe with a 10-foot .
l screened interval was placed in each hole, and l e the holes flushed with clean water. It was necessary to place a screen in the test interval; J otherwise, the nonindurated sands would cave. The tests were conducted by personnel of Law Engineering Company on November 3, 1971, in accord with the method listed I under Designation E-19 of reference 4 A constant head was l maintained in the well by controlling the flow of water from a ; calibrated tank. The discharge passed through a line extending ! below the water table to minimize aeration of the water. ! ! Determination of permeability is made with the following ! formula (condition of water table above the bottom of the l tested interval) : { 525,600 log, h o where
,2 !r - "2 af ~ :i 4
)
i k = coefficient of permeability, feet per year , h = height of water in the well, feet l j r = radius of well, feet : i Q = discharge rate of water, cubic feet per minute f i ! S = difference in head between water in the well and i j the water table, feet This formula is modified from the formula given in reference 4, , in not adjusting the coefficient to conditions of water i viscosity at 20 C temperature. It is assumed this adjustment is small (temperature of the water used ranged from 20 to - ~ 22 C). The borings were NX size, so that the radius was ! 0.15 foot, and the difference in head was maintained at a t + constant 2 feet in both tests. The calculated permeabilities ; were 200 fnot per year at Role 183, and 267 feet per year at !
- hole 184. i j i 4 2.4-50 (
4
WP
- 2. Findings. Data collected during the tests are listed in table 2.4-6. In addition to the above, the following conditions held at each hole I 183 Depth to water table: 37.75 feet Depth to interval tested: 50.0 - 60.0 feet 184
(. Depth to water table 48.7 feet Depth to interval tested: 53.0 - 63.0 feet O I l l i l l O 2.4-51
T Tab 4-6 ,y f~') V WELL PERM E~2 TESTS C) (November 3, 1971) EXPLORATION HOLE 183 EXPLORATION HOLE 184 Water Volume Water Volume (gallons) Time Accum. (gallons) Time Accum. Accum. Increment Accun. (Clock) Minutes Increment (Clock) Minutes 14:51 0 Begin Test 13:11 0 Begin Test 352 1 0.267 0.267 312 1 0.731 0.731 353 2 0.267 0.534 :13 2 0.800 1.531 354 3 0.200 0.734 :14 3 0.133 1.664
- 55 4 0.267 1.001 :15 4 0.133 1.797
- 57 6 0.333 1.334 :17 6 0.533 2.330
- 59 8 0.400 1.734 :19 8 0.067 2.397 15:01 10 0.400 2.134 :21 10 0.266 2.663 u 303 12 0.400 2.534 :23 12 0.266 2.929 a, 305 14 0.400 2.934 :25 14 0.333 3.292 j, =07 16 0.333 3.267 :27 16 0.200 3.462 $
u 310 19 0.600 3.867 :30 19 0.466 3.928 5
- 13 22 0.533 4.400 :33 22 0.400 4.328
- 16 25 0.466 4.866 :36 25 0.466 4.794 19 28 0.466 5.332 :39 28 0.400 5.194 322 31 0.400 5.732 :42 31 0.400 5.494 325 34 0.466 6.198 :45 34 0.466 5.960 228 37 0.400 6.598 348 37 0.366 6.326
- 31 40 0.400 6.998 :51 40 0.400 6.726
- 34 43 0.400 7.398 :54 43 0.400 7.126 337 46 0.400 7.798 :57 46 0.400 7.526
- 40 49 0.400 8.198 14:00 49 0.400 7.926
- 43 52 0.267 8.465 =03 52 0.400 8.326 346 55 0.400 8.865 =06 55 0.400 8.726 249 58 0.400 9.265 309 58 0.400 9.126 352 61 0.267 9.532 :12 61 0.400 9.526 355 64 0.267 9.799 315 64 0.400 9.926 358 67 0.200 9.999 :18 67 0.400 10.326 16:01 70 0.200 10.199 21 70 0.400 10.726
=04 73 0.333 10.532 223 72 0.266 10.992 306 75 0.266 10.798 323 72 0.266 10.992
BECHTEL CORPORATION SHEET I OF '
~'
GEOLOGIC LOG OF DRILL HOLE HOLE NO. 245 1- PROJECT AIVI" W* Y Rt1* SIC
- ANGLE FROM HORIZ 90' BEARING l.OCATION N 1.143.490.9 E 623.924.5 BEGUN 1-12-72 COMPLETED 1-21-72 OVER8URDEN DEPTH DRILLED INTO ROCK TOTAL DEPTH OF HOLE 15,0 fe.,
ELEV. WATER TABLE NO. CORE BOXES 6 NO. SAMPLES TAKEN O CORE RECOVERY (%) 56 FEET R4 5 MODEL & MAKE OF DRILL Acker-Mark II GROUND ELEV. 207.7 feat HOLE LOGGED BY Pa r a "* a DRil.LER LETro-collie NOTES SAMPLE DATA ON WATER TABLE D : 8 S g g CLAS$1FICATION AND LEVEL 5, WATER RE-
$f g{ 5g -h g g PHYSICAL CONDITION TURN, CHARACTER OF #z gc go I{s 3 g DRILLING, ETC.
r
- l2 x! l SAMPLE l f
Pock bit to 6' to . 208 .
= 0-2.5' s0IL: Silty, clayey set surface casing.-
Drilling with mud, .
- =
sand, brown organic particles.
~ ~~
using !N size 10' II 2.5'-15.n' SA'm Medium-core barrel, with - .l .- grained, siliceous , brov1 diameter impregnated ~~ 5" ': . ish-red, uncemented. face discharge 7 li.1 , bit. : .',- i*
??u
. 198 10." l ' '-
o . . ;. '. Becomes hard, nossibly 25 ('" ) : -
. partially cemented betwee 9 and 14 feet.
15 - ,., '.. :
* - ~
. Ib.0'-49.0' CL AY Yellow, fairly fat, slightly sanc
~
and silty. Black organic
. pockets widely scattered,
,; 188 20.-.-' ,
Some very thin sand
" ~
stringers are also preser 25 :
, .. s,
/
~ ~
. 25 .? '? .
- ~ "
~. :' Clay grades to a sandy Lack of recoverv ,,
f ' clay. possibiv due to - - f-( high percentage 1 . of uncemented ,,- 10 17g 39 4p sand. - - y r s i i .
. 35 ; a_
,.m Hele No. 205 I"I / 2,,
Hele$lse Adjacent #16 She
SHEET 2 OF 4 ROJECT Alvin '# Vo*tl* Site HOLE NO. 245 NOTES SAMPLE DATA ON WATER TABLE 3 p 6 x CLASSIFICATION AND o LEVELS, WATER RE- gh v gi g8 5g yn .y [ 5 ! PHYSICAL CONDITION [,. [5
** j2 TURN, CHARACTER OF # ::: " ~
DR'LLING, ETC. zi l SAMPLE \ dl 3:rrel sanded in. . : S:mnle oossibly , 1:st when 1erking . 0 - herrel free. :
; 168 40 - Cobbles or gravel at 41'. ?.ig jumped at few .
times at 41'. : - Lost water at 41' . - 0 : Sandy clay continues 45- - mottled red-tan. 10 : 49.0'-71.5' Suttt 70::: Clay, 158 50- - $. . . Drilling very hard c,Q tan-yellov, stity utth 17 " l l tween 40 ' - 53.5 ' 'D scattered sand and shell k,w$) fragments. qqa
,d a P:ter '.eturn 0?.. 55 ;oM Color changes to light
,-@T brotm and then to a very 50 light brown to white,
- 09/
.",0$ d! shell content increases.
gC 'tatrix is siliceous. 148 60- - j C, 65.5'-70.0' Coquina with d D! intermittant sandstone, 98 - greenish white, with small
%j amounts of white clav
." -92j (weathered coquina).
. Sj k'ote r "e turn O';. 63-j% 65.5'-66.5' "oid
& 68.5 '-60.5 ' t'oi d 30 s Drilling very hard.
~
9 At 70's Material becomes a
'62 13g 79jg very light tan calcareous
--.a8 clav with thin streaks of 4 red sand.
71.5'-135.5' CLAY: Silty,
"" - gray, calcareous, thiniv j }
75 - Hole No. 205 Hde Sise N T, $;,, Adiacent !! I
o (N SHEET 3 op 4 ( ) PROJECT Alvin W. Vogtle Site w/ HOLE NO. 245 NOTES SAMPLE DATA ON WATER TABLE D
'y" j !
j 2 CLASSIFICATION AND LEVELS, WATER RE-
$f gz ;;; p y E PHYSICAL CONDITION TURN, CHARACTER OF # ;;; g"8 2s }*$ I o DRILLING, ETC. * ~
e 3 l SAMPLE l ( Casing set to 76.5'. m bedded with signs of
- crossbedding, shells visit Water Return 1007.. -
in upper 1 foot (marl) .
~
Material grades to a sandy y~ -- 128 80_" silt with randomly scattet ( shell fragments. 100 __ : At 79 '; Signs of corss-bedding with thin beds of
- clay and silt.
At 81'; Nodule becoming 85 2 common by 85 '. Small
~
Drilling extremely ._
~
black streaks (possibly hard and slow. 4 -
~
organic) between 81' and E
~
86'. 86'-89' Clayey silt.
~
89 ' One fcc: limestenc bcd 118 90- 90' Sandy silt with a few \,3 E , : scattered shells. Nodules 82 e prominent to 04' . E : 95 " o 108 100-
~
Put on new diamond 100 - - bit. -
~
( T Pressure Tests 10 All intervals were 1 tested on 2-10-72. : All were tested - (' at 10 psi and 15 psi. No water take gg g19: was observed in 100 o _ any interval. -
'O Length of each test was 5 minutes. E -
( 115-
} Nodules become softer.
Hole No. 24S Hole Site 1-1 h" 'N
, Adiacent A116
E 4 SHEET OF l hOJECT Alvin 1L Wetle Site HOLE NO. 245 NOTES SAMPLE DATA ON WATER TABLE j g ,, j 6 : o CLASSIFICATION AND LEVELS, WATER RE- g gI g8 gg 3= "Y 3 $ 9 PHYSICAL CONDITION TURN, CHARACTER OF DRILLING, ETC. u " mo [ }{ z3 I :
~
SAMPLE l [ Nodules disappear about
- 116'.
~
88 120,-
~
100 - I 121-
~
Hale pressure tssted between 70' -
~
cnd 130'. v 78 130 - I h At 133'; Shells become 100 - abundant. IJcter Return 100%. I 135 135.5'-137.5' C1.AY: Sandy, Mole flushed with - dark greenish-gray, ucter to 140'. - 0 . material much softer than
; ;i
- overlying strata, shells 68 140- : ,
and nodules disanpear.
- s: : .
137.5'-150.0' SA"D: Fine. silty, dark grav to black. l Drilled with 1 ton 143- : ' Medium dense, not reactive oressure and a 39 . : hcsket core .
- to hydrochloric acid.
- catcher. Driller ~"
indicates sand - continues. : , 58 150- : Bottom of Hole 150'. l 6 l - i H;b 51:e 'N Sue Adincent 8116
BECHTEL CORPORATION 1 5 79 SHEET OF ij GEOLOGIC LOG OF DRILL HOLE H O LE N O . 249 PROJECT Alvin W. v atle Site ANGLE FROM HORIZ 90* BEARING (.* ' LOCATION N 1,143.R26 E 624,154 OVER8URDEN 2 feet BEGUN 2-14-72 COMPLETED 2-18-72 DEPTH DRILLED INTO ROCK 181 feet TOTAL DEPTH OF HOLE 1R3 feet ELEV. WATER TABLE NO. CORE BOXES 10 NO. SAMPLES TAKEN 1 CORE RECOVERY 58 FEET 102 MODEL & MAKE OF DRILL Failine 1500 GROUND ELEV. 3.0 feet HOLE LOGGED BY Pete "ote DRILLER Girdler F & E C Thienen NOTES SAMPLE DATA ON WATER TABLE -E h r CLASSIFICATION AND LEVELS, WATER RE- Eo gE $. g- ,s-y g j g s PHYSICAL CONDITION TURN, CHARACTER OF DRILLING, ETC.
#$ g8" d j
I g 3 l SAMPLE l 19 3 . 0-2.0' SOIL: Dark brown, Starting hole with . C sandy, organic. 4-1/2" phosuhace :S barrel (4" cor d. -
~
2.0'-55.2' SA'm: Brown, Also used, a 5' x : : - medium-grained, unconsoli 5.5" core barrel :: : dated, siliceous. and a 10' x 3.5" 5:-
~
IN core barrel. : . Drilling with mud, ll diamond and car- go 7. ; At 7.5'; sand grades to bide face discharge - fine and color changes to bits. 183 10 " Drilled to 4.5' mottled gray-tan. ( [mv) with tri-cone to - At 11.5'; Color becomes a ( set barrel. : mottled red gray-tan. Iqr tit 12.5'-15.8' Clay lense, f
- I o silt pockets, small, colc
~
15 l lI same as overlying materia Water Return 1Mn. _ l il At 14.7'; Color grades 7- mostly brown.
/ -
At 15.8'; Sand continues, lor .- color, mostly red-brown, with some clay stringers. 173 20 : By 18'; Stringers disanpe pt 7 18.8'-19.4' Sand clay lense. Sand continues
! clean below lense, color
. becoming orangish by 22' 38 -
25,- 9 Sand continues. L' : o 163 34 - O Started the 5.5" : core barrel. h 35 - < Hole No. 244 Hele $lae W 2,,
, Solution Deoression
5 SHEET 4' OF AiVi" W* Y Rtl* Sit" 240
>ROJECT am l I NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE-
-l
$o gE g
gg , :: g 6 jg j r o g CLASSIFICATION AND PHYSICAL CONDITION TURN, CHARACTER OF # ::: si: g * {-y
}
DRILLING, ETC. p x1 l SAMPLE l
- 36.9'-37.5' Sandy clay
- lense.
16 - - At 37.5'; Medium sand
. continues.
153 40 -
- At 42'; Color grades to a light tan.
lor ~~ 45j At 45.5'; 'taterial grades
- medium to fine and color
- changes back to orangeish.
94 Streaked coloration , indicate poor bedding. 143 50 - At 50'; Color changes slightly curelcich. h - At 52'; Sand becomes brown.
- 53.2'-55.2' Clay lense,
~
43 sandy, chocolate brown At 55.6': refusal 5 - A with chosohate. F 55.2'-57.9' SHELL ZONE: Shell cuitched to 5.5" . fragments in a clav sand core barrel. 72
#, vatrix.
At 56.7'; Mard limestone layer, yellow. 13"I 60 56.7'-57.9' Clay, sandy and Sat '61.5' of 4" - siltv, fairlv fat. cr. zing. ' 57.4'-122.0' CLAY: Gray (marl D gan coring with - sandy, massive, generally Ny. at 60.6'. : . with some vague sign of Sennie between poor bedding. 60.6' and 61.5, 65; At 62'; Interbedded clay dis turbed. 10C
- and silts, coorly, small shell fragments become
-- - fairly wide scread.
- At 67.5'; Material becomes 123 70- : more sa:'y and massive.
~
68.2'-6! . ' A hard limestone bed. Stassive material continues below. lor I - 2 l I 75 2 ._ Hole No. 249 Hrl3 S.ize 5-1/2" - 2 Solution Denression
[D 3 5 O PROJECT Alsin W. /ogtle Site SHEET OF 39
~
) NOTES SAMPLE DATA ON WATER TABLE -E E j o j
I LEVELS, WATER RE-TURN, CHARACTER OF
$g gz g
@g gg
, ::: -y j o, CLASSIFICATION AND PHYSICAL CONDITION DRILLING, ETC. g z1 l SAMPLE l Pressure Tests
.1 Calcareous nodules appear (2-18-72) -
in sample. Section I: " 74.2'-75.2' Limestone bed 67.5'-87.5' - nodules become more 10 psi - 5 minutes - abundent and larger, 2". No loss 113 80,- Material grades more 15 psi - 5 minutes _.I (_ No los - sandy. Material continues a very sandy clay. Calcareous
~
nodules become very 100 85 - abundant. Section II:* v 80.0'-100.0' - 10 psi - 5 minutes goj Take 5 gallons H 103 C 15 psi - 5 minutes - - At 91'; Material grades a Take 7 gallons - silty clay and nodules l
^
continue but became loss p rominent. Color change to a lighter gray. 99 ~ 95 _
- I Section III:* _.
92.5'-112.5' : --- At 98'; Material grades q 10 psi - 5 minutes - a clayey siltstone. ' Take 3 gallons _x 93 100- Nodules become almost 15 psi - 5 minutes -t non-existant siltstone ! Take 4-1/4 gallons E - appears, generally massi
, ." and streaked with dif fer-(' - ;
shades of gray. i 105 -
*Take possibly because of leaky or 100 ."
( innroperly set At 109.5'; Hard 6" zone, L lower pocket. - possible nodule. 83 lit l us , 115-Hole No. 2# Hole Sl e E
,, Solution Denression
SHEET 4 OF 5
'ROJECT AIVI" "* Y REI* 81** a a 244 l I NOTES SAMPLE DATA
> z ON WATER TABLE :t " 8 . i 9 I o CLASSIFICATION AND LEVELS, WATER RE- 8$
#5 z
g8 js s -y 5h **5 i;I j
! 9 PHYSICAL CONDITION TURN, CHARACTER OF =" ~
DRILLING, ETC. j i3 ' SAMPLE l
. 85 .
- 73 120
~
~
122.0'-124.0' CLAY: Dark
- green, sandy.
35
. ---r-'
,- 125_- .
; 124.0 '-183.0 ' SA' D: Gray,
. clean, unconsolidated, fine
- C, ; to medium, quartz dominated
- Siltstone continues.
2 63 130 -: : : -
~
{ } 0 [. . 135 -. - Material grades medium to coarse, siliceous. 53 140 -- Fine to medium, as observed in cuttings.
. 15 .".- .
145 -. -
- "; Material grades medium to
. coarse, siliceous.
-. l 0 '
43 150_-: !
. 155 .
249 Hole No. H r.la Site NX Solution Depression 3 ,
.t. . .:- . .. . . . . . . ._ _ .
$HEET 5 op 5
('N PROJECT Alvi" i- "0Rtle Site HOLE NO. 249 NOTES SAMPLE DATA Q. - ON WATER TABLE J z ::: j LEVELS, WATER RE- 85 z Os "s .y i g 3 8 CLASSIFICATION AND PHYSICAL CONDITION TURN, CHARACTER OF $5 8 S I., hIh<Izt:7, DRILLING, ETC, SAMPLE l 0 . l 33 160-.' - (..
~~
I l' Solit spoon g- I; ; sample. -
- 165-: .
- 5 . .
s - 23 17g; ; Dark gray sand, silty, le<
- half of sample. Silt is micaceous, talcose or
' l .-: . : muscovite.
- mr-- :. ::
q: . 17 3 ; ;
- a. .
- .J . .
2 _d: Faterial continues dark
-,- gray and silty.
- 5 . .
13 180 .. - 3 . Piezometer set }; - in hole, ,- q. k Hole is grouted in Bottom of Hole 183'. the marl clay. 57 ' of 2" PVC. - t -
\ '-
(m) -
~
N /( - Hole No. 249 Hole Site 3 Site S luti n Deoression
BECHTEL sheer 1 or 5 HOLE NO. 301 GEOLOGIC LOS OF DRILL HOLE Alvin W. Vogtle Sita ANGLE FROM HORIZ 40' BEAAING PROJECT LOCATION N 1.14?.715 E 622.225 BEGUN 5 o-72 COMPLETED 5-13-72 TOTAL DEPTH OF HOLE 1613 O OVERBURDEN O' ELEV. WATER TA4LE DEPTH DRILLED INTO ROCK 161' 4" FEET NO. CORE SOXES MODEL & MAKE OF DRILL NO. SAMPLES TAKEN cMr-55 25 CORE RECOVERY (%) GROUND ELEV. ?7 HOLE LOGGED BY Norn Thiel onlLLEg LETCO-Stone NOTES SAMPLE DATA z ON WATER TABLE 9 x CLASSIFICATION AND 5 y! w - LEVELS, WATER RE-TURN, CHARACTER OF jf
$3 0g M
g 3 [g $ PHYSICAL CONDITION DRILLING, ETC. l a; . j;g SAMPLE l 227 ' O'-9.0' SILT: Dense, red,
" ~
; : sandy.
- Split 1 L9 -: - 1 5.- . -
7Sooor 2" .3.5 18" ,
~
~ 77 '
UD 9.0'-87.0' SAND: Red, silty,
- Shelty 3" 18"16 217 10 - .
fine. 1 O _"Snlit 1 L L4 15 Spoor 2" 19 18" -; . 2 As above. T : Shelty 3" 18' '16 207 20 . . As above. 2
~
Split 3 LO 25U. : - i 3 I - Sooor 2" 20 18' - - As above.
. . .l-
..h..
. I97 30."Y!*5
. : l- Becomes tan, fine, very Shelby 3" 18' 18'
- : ',*. _3_ .
little silt. {:.!s 35 - f.$ Hole No. 301 !
~
Hole $lse Unit 41 - Emergency 'Ja
$lk
SHEET 2 op 5 PROJECT Alvin W. Y atle site 301 HOLE NO { g NOTES SAMPLE DATA ON WATER TABLE l w ; ! E
- CLASSIFICATION AND LEVELS, WATER RE- gg g=a C. l$ g g g 3 PHYSICAL CONDITION.
TURN, CHAR ACTER OF y2 ** g g
=
a DRILLING, ETC. r SAMPLE 2,, 0 19,
!plit I.,#.' ,*
4 Dense, tan, medium, trace
>ooon 33 18 .,..,_ ggit, l87 40 2**[*.: .*_
-shelby 3" 24' 21' -
- .UD
./ 4 Medium to fine.
l :* '
>plit 4-5-8 45
- sooon 2" 13 1R' -
5 Compact, silty. 17 7 50 -
- . Tan, medium to fine,
' UD
- shelh'r 3" 30' '2 8' - - . clayey.
l l - -
.. 5 7-8-8
>plit 55 - ;.., . .:".
- 2" Firm, only trace silt.
- spoon 16 18' l .".*. 6
- .l : *
- e:
167 60 - -
~
White to tan, clayey,
-shelb' 3" r 3028 . .-UD 6 medium to fine.
-split 9-18-24 65 -: *. . -
-spoon Dense, white, medium 2" 42 18' ./*:*
*
- 7 to fine, grading coarser.
-s.;. .:.
I57 70 -
~~ :*. 3n shelby 3" 30'0" .
*l. :.**:.
. 7 Z .- *.., ***
.__ Finer.
I )
- " " -:::e.:uD
- 3" 30'30
- 75 - :. .. i 8*.?
~
Heb Sig e Hole No 3g, Unit fl, Emergency Water
)
SHEET 3 op 5 PROJECT Alvin W VORtl* Sit'
/N, HOLE NO 301 ; )
NOTES SAMPLE DATA
- k. ON WATER TABLE l ! [= CLASSIFICATION AND
- l. j = 1; is LEVELS, WATER RE-TURN, CHARACTER OF gg y2 a
$=a Ci g
g g [g 3 PHYSICAL CONDITION. DRILLING, ETC. r
- J. SAMPLE split 6-5-6 [:i 8 2"
} 3Poon 11 18' Tan, silty, clayey, fine 1 H'1 80 l ', ,.-
(" 23helb:r 3" 24"22" Z ,!!E Q -"
. :L-1 T
.::i.".:
- 1 split 6-5-6 85
.l. ..' * . . White,
" medium to fine.
9 3Poon 2" 11 18' ' - ;. . - Lost all water $ _ 87.0'-91.0' SHELLS at 87'. - - > 9. 2 T 0 Set 6" casing to I : hij 90'. -- 137 90 _ ,^g 91.0 '-160.0 ' CLA't : ()
'V
- "ar,1, gray, silty, calcareous.
- I UD
[?itche r4,, , , ; 10 95 - -
- n n 30, 30, 12. ; 100 - Un Greenish-gray.
- - 11 10 C _
i^ -
~
( i 30' 26' ' 11 i E Highlycemented,veryhk
- trace fine sand. l i
l 1
!m ' - -
G1 - - 115 - I g,i, gi g , 7-7/8" 7/8" g a i, y a M gg, Unit Al, Emers
. Watel
SHEET 4 OF 5 Alvin W. Vogtle site PROJECT 301 HOLE NO l I NOTES SAMPLE DATA ON WATER TABLE l lgo .{
; ! [g
- CLASSIFICATION AND LEVELS, WATER RE- gg g= C=
g j 3 PHYSICAL CONDITION. TURN, CHAR ACTER OF y2 ,. a g g a DRILLING, ETC. y *J * = SAMPLE Pitcher. 24' 23' 10 7 120 - - UD 4 - Sam e as above . 13
- 125 -
97 13C _ l I 135 - 87 tm 30' 24' 140_- Very hard, not cemented. i _ 14 ! [ a - ( i 145- ~ ! 1 - i i _ 1 30' 27
' 77 150_- Up 15 Sandier.
i l l 2
~
155 _ 5-7/8" goi, y, 301 l Heb Sir e Unit #1, Emergency site l i I Water i
5 5 SHEET OF Alvin W. Vogtle Site
) PROJECT HOLE NO 301
( J NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE- l . ; !- g 3 CLASSIFICATION AND gg g= . = g i PHYSICAL CONDITION' TURN, CHAR ACTER OF y* *E glg ; l* i g
=
5 ORILLING, ETC. r SAMPLE C-- - 160.0'-161.3 : SA'ID
?itcher 2 8' '12" (,1 L60 ,.
- - r., UD 4n ""
I .
.16 g-Grouted through top of clay.
Bottom of Hole 161.3' ( _ _ g .
~
/
I t : : - i O( l - _ Hele Size 5-7/8" g a i, y, 3ni Si,, Unit A1, Emergi Water
BECHTEL 5Heti 1 Or 5 GEOLOGIC LOG OF DRILL HOLE HOLE NO. 305
/'"3 'q)
PROJECT Alvin W. Vogtle Site N 1.142,870 E 622,505 ANGLE FROM HORIZ 90' BEARING LOCATION BEGUN 5-13-72 COMPLETED 5-16-72__ OVEttUr. DEN O' DEPTH DRILLED INTO ROCK 161' TOTAL DEPTH OF HOLE 161' NO. CORE BOXE5 NO. SAMPLES TAKEN 28 ELEV. WATER TA8LE FEET MODEL & MAKE OF DRILL Acker 'fark II CORE RECOVERY (%) GROUND ELEV. 2277 HOLE LOGGED BY Norn Thiel DRILLER LETCo-Harris NOTES SAMPLE DATA z ON WATER TABLE = 9 z CLASSIFICATION AND LEVELS, WATER RE- ! y ,g
, w W
g {g $ ! PHYSICAL CONDITION j. TURN, CHARACTER OF DRILLING, ETC. Ef 83 t; g z. g g { A p(g 229 . : - O'-51' SAND: Firm, reddish-i - brown, medium to fine,
. { silty.
~ ~ '
5plit 4-6-7 5- - 1 spoon 2" T18"10" ' -
- . . LTD
. shelb y 3" 17'17" :- ' 'T As above.
- 218 10 .': . .
p . . O t L . .
" ~ -
- : Less silty.
,_. 5plit 3-14-;.8 15-. -
2 2" 18' 10" Spoon 32 : .
- JD Shelby 3" 18' 18" 20f 20- -
. 2 Split 1 L L9 25-; 3 Sooor 2 36 18'
.- .- . ** s-
. =.
Shelly 3" 18"18 "..*b,2 Tan to brown, silty, fine fyg t e arse, well graded. 3 3%.*/ -
. : f.-
2 - 6,. ' n '**'- Light brown, dense, hoo\ 2" 8"10 ' 35 .. -.-,4 trace silt. Hole No. 305 Hole size 7-5/8" Auv. M A, 5 19.
SHEET 2 OF 5 PROJECT Alvin W, Vontle Sit HOLE NO 305 _ NOTES S AM PLE DATA g z e' N; WATER TABLE (
'oJELS, WATER RE- l w a ;:
j
;
- CLASSIFICATION AND g=a lCi .i5 g g w 3 PHYSICAL CON 0lTION.
pg TURN, CHARACTER OF jg g lf, a
** * =
DRILLING, ETC. r ... SAMPLE
- 2
-.- Shelby 3" 24 'O /gs 4 0 -.- UT Yellowish-tan, nedium to 4
fine, very claye".
" " ' UT' 3027 ! S CSplit 5-7-0 45 l 5 Less clayey.
-Sooon 2" 16 1818 ' -
ITT
~
178 50 ~ '-~
Shelby 3" 30 '27 _ 6 51.0'-60.0' CLAY: Tan to yellow, veathered, silty, trace sand, sand lenses. io\ - - Q) - - Snlit 1 1-7-10
~""
Spoon 2" 17 18 '18 55k - L 60 ~
- Shelby 3" 24 '24 * /79 , Ur 7 60.0'-77.0' SAND: Very dense, white to yellow, clayey, medium. l
__-Split 1 5-27-18 - 65 - 7 l 2"
-Spoon 65 18 '14 t
Tan, medim to Une, trace Shelby 3" 8" 0
/61 70 - * . ' .
. . .* { f silt.
- ::. .' ',. .9Ut. '
-Pitcher 30 '14 -
t
$n r - ..
! -Split 5-7-9 . Q:': Spoon 2" 16 18 '18 " 75 ~ l.*:- I ' l 7-5/8" g ai, y, E I
$g Aux. Bldg.
SHEET 3 OF 5 PROJECT Alvin W. Y atle site HOLE NO ins [-.s] v/ NOTES SAMPLE DATA ON WATER TABLE w ! E o CLASSIFICATION AND LEVELS, WATER RE- [g*g g= l5 C= y [ [g $ 3 PHYSICAL CONDITION. TURN, CHARACTER OF w .a B ORILLING, ETC. [ 'E
- SAMPLE lll.
Set 6" casing .
.,- 77.0'-156.0 ' CLAY: Yellow, to 77'. -- .- silty, some thin sand
. - - layers.
_.- /5f 80 2 UD
-shelb r 3" 24"24" -
10
~
_.-split 6-2-2 85 '" 9
- spoon 2" 4 18"8"
_ _ UD At 89 '; Lime mudstone ihelb:r 3" 2" 2"
~
11 and lime and sand matrix.
/4'y on : _
I,) C
- )itcher 4"
30"30" :
- 12 Greenish-gray clay, cal-careous, silty, firm.
~
. 95 " _
/38 100 -- up 30' 30 Some small shell fragmen g
105 - 1515' /2 7 11Q - Very hard, limestone, gr
- L"1 2 2 14 p
e 1 Na
- 115 -
E Hole Size 7-5/8" 5/8" soie No Aux. Bldg. 3,,,
SHEET- 4 OF 5 PROJECT Alvin W. Vogtle Site HOLE NO 305 NOTES SAMPLE DATA
- E z 4 WATER TABLE 5 w a ;: '- o CLASSIFICATION AND LEVELS, WATER RE-TURN, CHARACTER OF is g2 g- ir, la C=
i Ig !g B E 3 PHYSICAL CONDITION. DRILLING, ETC. r *E * ' SAMPLE E Occasional thin (2"-3")
-Pitche r ,, 18 '13 ' /17 120 M clayey sand layers with shell fragments.
2 125 - 30"26 ' /ol' 130_- UD Hard nodules. 16 l I 135_- 2 " " 30"29' ' 75 140_- UD 2 17 Slightly sandy, some nodules. 145.
" " " gp 150 - l'D 30"30 -
- 18
{ l - 155 - . H;le Siz e 5-5 /R*' soi, so E 3 g, Aux. Blde.
SHEET 5 og 5 PROJECT Alvin W. Posttle Site [,-)1 \__ HOLE NO 305 NOTES SAMPLE DATA ON WATER TABLE 5
- 8
- w g !* E
- CLASSIFICATION AND LEVELS
- WATER RE-TURN, CHAR ACTER OF l8o w
g*a z 5 g Ig g a g a PHYSICAL CONDITION
- C a i. w DRILLING, ETC. [ . ,
SAMPLE _ _ y s.
. . 156.0
. gray,
'-161.0 ' S A"D: Light
- -.E: ..
fine, trace of siles lPitchar4" 2 4' '12 ' 78 16 C " . . * . ' . , ' Im in Grouted un E Bottom of Hole 161' through clay. I T_ , m, t i _- _ %j - - _ _ 1
- 1
. i
_ _ 1 n . (J-Hole $lte 5_5/8" Hole No S i,, Aux. Blde. 4 l
I BECHTEL sHeat 1 or 4 ! GEOLOGIC LOG OF DRILL HOLE HOLE NO. 308 I Alvin W. Vogtle Site ANGLE FROM HOtlZ 90' BEAtlNG PROJECT LOCATION N 1.14'4 io6 E 627.7hn 3EGUN 5-in-72 COMPLETED 5-12-72 OVEttuRDEN O' DEPTH DalLLED INTO ROCK - 1 51' A" TOTAL DEPTH OF HOLE 151.3' i NO. SAMPLES TAKEN 24 i ELEV. WATER TABLE NO. CORE toXE5 FEET MODEL & MAKE OF DtlLL Acker Mark II ! CORE RECOVERY (%) GROUND ELEV. 2251 HOLE LOGGED BY Norm Thiel DelLLER LETCO-Harris NOTES SAMPLE DATA ON WATER TABLE *
. > f z g CLASSIFICATION AND LEVELS, WATER RE- ll W l - PHYSICAL CONDITION ,
TURN, CHARACTER OF Ef f.5 gi l> k h j l
- DRILLING, ETC. E .,,MPLE l 1 226 0 '-76.0 ' S AND: Red, loose,
- :. j '- silty, fine.
- : i _
Solit 2-3-4 5. ' : 1 Spoon 2" 7 18' ", j: . i~ tin i.aD j Shelby 3" 24' 24" 2 16 10 ",
. Medium to fine.
{ $ t
~
Split 1:!-9-1.i 15."{ . 2 As above.
- Spoon 2" 24 18' - -
_ Ob Tan, fine, clayey, with
."Shelby 3" 24' 24" 2 06 20." thin black streaks.
- 2 l 2 1 -
- ~
~ -
Brown, dense, medium to Split 1 L-2 3- !3 25 3 fine, Spoor 2" 46 18' ~ -
. rm
~
Shelbv 3" 24' 21" 116 3Q "
- 3 Becomes finer.
' Split i L2 _ Spoor 2" 22 1R' 35 4 Hele No. 308 Hele Sise 7~7I0 Diesel Gen. Bldg.
2 op 4 SHEET Alvin W. Vogtle Site PROJECT HOLE NO 308 OTES SAMPLE DATA 5
- WATER TABLE LEVELS, WATER RE-lgg s l .i$
w X a g j g 3 CLASSIFICATION AND PHYSICAL CONDITION. TURN, CHARACTER OF y2 $=3 C= ** g g
=
a 0 RILLING, ETC. y SAMPLE
~ ~
- i:
~
~~*:*! : ,. Ut
--l ? - White to tan, medium, 2Shelby 3" 21'21 ' i 8 (, 4 0 _.--~. ,-[:' trace silt, no clay.
.:. . , _4
- J..:: -
.-Split 1 3-19-::5 4 5 _.- I.' '- 5 As above.
-Sooon 2" 44 18' - : . ,: - '
- .;t- ,
_ .:. UD
. . . t.
_-Shelby 3" 18 '17 ' 176 50 -_'.;5 5 Finer. i'; O V White, clayey, medium to 55 _.~- 6 fine, large anount of
- Split 11-32-: 2 Spoon 2" 54 18' shells (calcareous).
UI Shelb r Shells, clayey, hard.
- 3" 23 '21 ' 166 60 _ 6
_ i Watsr loss 100%. g - _ - White, firm, clayey,
~
'Solit 8-8-f 6 5 _." 7 medium to fine.
Shoon 2" -18 - 1 ZShelb 7 3" 24"0" t56 70 ~ _
- _. .. . UE.
24"0" - 7 G _ 75 g ut i H;te Site
~
Hole No Diesel Cen. Bldg. 3
SHEET 3 op 4 t PROJECT Alvin W. Voetle site HOLE NO 308 NOTES SAMPLE DATA ON WATER TABLE l lg3 w a ! E e CLASSIFICATION AND LEVELS, WATER RE- gg gg g g g ja { 3 PHYSICAL CONDITION. TURN, CHAR ACTER OF y2 *a j=I 3 DRILLING, ETC. r ** SAMPLE Shelby 3" 12"4" -
* . . ' :.; E 76.0'-83.0' SHELLS
- #.49
- ooo 9
- -e:ets 4At a.e..p.
_- 146 80 -:g.}
.6. . . t sk
.-Solit 2 L-41-! 4 . .
- Spoon 2" 95 18' - 8 83.0'-147.0' CLAY: Very har
! gray-green, silty, cal-
- 85 I careous.
~
~
Pitcher 2826 '136 90 " U Set 6" casing -
~
4" - 10 f* O1 to 89'. - [ 2 2 95 ! - i l i
- - 1
- - I
" ' UD 28'*24 12 6 Iqq,- ;
~ 11 Occasional shell fragmen:
105 - 1
~
28"26 ' il6 110 - top
- 12 Trace fine sand.
O, - - 115 - , 7-7/8" 7/8" g , ,, y , M , Heie size
$g, Diesel Gen. Bl'
SHEET 4 OF 4 "ROJECT Alvin W. Vogtle Site HOLE NO 308 NOTES SAMPLE DATA ON WATER TABLE 5 lgo . n ! ! . CLASSIFICATION AND LEVELS, WATER RE- jg g=a Ci V [g {a h 3 PHYSICAL CONDITION. TURN, CHAR ACTER OF y2 . g
- DRILLING, ETC. t *$ *
- SAMPLE
~
.~
~
.- Pitcher 28"28" 10 6 120 - UI' 4"
1: As above. _.- 125_.- 28 '24 g g 13C UE l I :_ _ 14 135 -
; " " UD Very hard, cemented.
28 '14 ' 86 14Q - 15 145 - 147.0'-151.3' SAND: Dark
.- .- ;; gray, silty, medium to
, ; fine, calcareous.
I 76 150 - : . LT 28"12 ' 7: - .
- 16
{ l
)uted up - -
Bottom of Hole 151.3' enrough clav. - - H;te $ig e Hole No 3 g, Diesel Gen. Blde.
l BECHTEL sH m 1 Or 5 l HOLE NO. 309 l OEOLOGIC LOO OF DRILL HOLE Alvin 'J. Vogtle Site ANGLE FROM HORIZ 90 BEARING l PROJECT C U OVEttVRDEN O' DEPTH DRILLED INTO ROCK 161'6" TOTAL DEFTH OF HOlf 161.5' 27 l I ELEV. WATER TA8tE NO. CORE BOXES NO. SAMPLES TAKEN MODEL & MAKE OF DRILL CME-55 I CORE RECOVERY (%) FEET 231.2 Norm Thiel DRILI.ER LETCO-Ross f GROUND ELEV. HOLE LOGGED BY i NOTES SAMPLE DATA z ON WATER TABLE g 9 x CLAS$1FICATION AND LEVELS, WATER RE- 5a 58 82 j,g w M 5 g o
'I
$ ! PHYSICAL CONDITION TURN, CHARACTER OF "* ~
DRILLING, ETC. I ;;il E $ { SAMPLE l
. 23I - O '-3 5.5 ' SAND: Firm,
' ~. ,
red, silty, fine.
~ ~
Split 2-3-' 5- - - - Spoon 2" 10 18" j; - { 1 At 10', 1st Shelby - . : , tube lef t in hole. - Shel ay 3" 24' 23" -:
~
Moved 3' east and
~
UD As above. began again. ~ 221 10 - -
- _1.
( ( . . : Split 8-8-11 , 15 As above.
. Spoon 2" 19 18 .
TD Shelby 3" 28' 14 - - Tan. 2 11 20 --' - _2 { . .
. Spli t 1 L1 -
- : Red.
' 3
." Soocn 2" 21 18' 25 . : . .
.~ ." : -
l Shelby 2ol 30 2 ; ; UD Tar to red. 3" 24 14. , ~
-1 o .
- 35 - : : -
Hole No. 309 Hole $lae 8-1/2" sie. Control Bldg., Units 3
2 5 SHEET OF PROJECT Alvin W. Y atle site 209 HOLE NO NOTES SAMPLE DATA ON WATER TABLE lgg l lgo j. . ! 5
- CLASSIFICATION AND LEVELS, WATER RE- g=a ta g g
g j a 3 PHYSICAL CONDITION. TURN, CHARACTER OF wa w a; . , DRILLING, ETC. { SAMPLE SDlit 8-6-( . L 35.5' -47.0' CLAY: Silty. Spoon 2,, 12 18 -
- sandy, red to purple to 1 Z yellov-brown, mottled.
~
~
UD Shelb.* 3" 36"0" Z _ 191 '+0 .- 4
,- l- E Yellow, sandy.
ZPitch ar 36"O 4" - 5
~
30"15" 45 - UD
- 6
- - 47.0'-79.0' SAND: Yellow, 2 Split 7-8-11 1 . ; t,.5 white, tan, firm, madium
-Spoon 2" 19 1M" -
-ll,. ...
to fine.
~9helb i 3" 24"15 ' 181 59 _-{. .,'. UD .
- ... 7
.'..~.'.
l l -
' il:
-'.~. ::
~ ~
-9plit 8-9-1 5 55 - White, clayey.
2" ' 6
-Spoon 24 18' -
[ Shelb r 3" 8" 0" 60 7-- UD 7 171 E UD Pitch ar 28"0" _- As above. 4n n f 65 ~ _
- UD 36"8" .
10 UD M abo n , gay. 36"36 ' l'I 70g j 11 i f ' G i -
- 75
~1!2" H;te Sige Hole No Control Bldg.
gg Units 3 & 4
SHEET 3 OF 5 [^') ss PROJECT Alvin W. Y etle Site HOLE NO 30,.
' NOTES SAMPLE DATA E z ON WATER TABLE 5 . 1; ;: ; e CLASSIFICATION AND LEVELS, WATER RE-TURN, CHAR ACTER OF jg w2 g=
.a
$5 Ca i [e {
B a
= 3 PHYSICAL CONDITION.
DRILLING, ETC. $ *d *
- SAMPLE
~
- 5plit 5-0-12 7 spoon 2" 21 18' _
Guu 79.0'-91.0' SA'!D & SHELLS:
? itch'er 2 4' '14" 151 80 ' ~. ~."d Sand, gray to white, shell 4" ((:'.[j l2 fragments, possible lime-
_ *4 stone lenses.
-.":.: *ob
':p
- :oA hd4 Attempted split 2 85 #I1 spoon at 85', 50 $99 blows for 0 inches.-
n .j n-O _- c.9.Y' Water loss 100% g - rw - 141 90 -e:o,N b 91.0-158.0' CLAY: Hard, gray (\ >) .,, silty, calcareous. t.
" " UD 30' 28
Z 13 45_Z _ _ 28' 28' 131 100 - UD Very hard, cemented. 2 14 105-30' 30 I2r 110 UD Trace medium to fine sand 15 and shell fragments. 2 [] - -~ C/ _ _ 1152 Hole Sig e Hole No 3,,, Control B1 4. Units 3&4
4 OF 5 SHEET Alvin W. Vogtle Site PROJECT HOLE NO 309 NOTES SAMPLE DATA E z o CLASSIFICATION AND ON WATER TABLE lgg l. w g ;: *- LEVELS, WATER RE-TURN, CHARACTER OF Co aw 5 C= g 3 g e [a $ 3 PHYSICAL CONDITION. DRILLING, ETC. [ *
- SAMPLE 24"20" lit 120 - UD
.-Pitch ar 16 Highly cemented, limestone 4" -
or siltstone.
- 125 -
" " 101 130 -
30"10" -- UD 17 Sandy. ( I _
- 135 -
eti 140 - "
- d*
30"29
" ~
E
- - 18 145 _
~
81 15p UD 31"26 " - 19
,< \ .-. _.
- 4 w,1 -
- 155 -
309 H;te $it t ~I Hole No 3 , ,, _ Control Blde. Units 3 & 4
SHEET 5 OF 5
^^ Alvin W. Vogtle Site PROJECT 309 HOLE NO (s.-)
NOTES SAMPLE DATA ON WATER TABLE g g . g !
- CLASSIFICATION AND LEVELS, WATER RE. ggo g= l. jg g g
j a i ' PHYSICAL CON 0lTION-TURN, CHAR ACTER OF y ,. a C a e. . , w ORILLING, ETC. y SAMPLE _ _ Us
. _- ff Ij 158.0'-161.5* S A'ID: Silty
~
; ; j; , _ greenish-gray, coarse to
, fl 160---: fi"**
Pite'ier 30,,21, i.UD
- 4" :: -
; ; 20 Grouted up
! Bottom of Hole at 161.5' through clay.
,m _
g _ _ s' t
~
.. i
( .~ : V) : A-1/2" 309 Hole Site Hole No 3,,, control Blde. Units 3 & 4 i 1
l BECHTEL SHEET 1 O, 5l HOLE NO. 311 l GEOLOGIC LOG OF DRILL HOLE Alvin W. Vogtle Site ANGLE FROM HORIZ 90 SEARING l PROJECT ( LOCATION N 1,143,274 E 622,790 SEGUN 5-12-72 COMPLETED 5-16-72i 161'6" TOTAL DEPTH OF HOLg 161.5' ! OVEttuRDEN O' DEPTH DRILLED INTO ROCK NO. SAMPL15 TAKEN 25 i ELEV. WATER TA8LE NO. CORE toXE5 MODEL & MAKE OF DRILL Acker Mark II l CORE RECOVERY (%) FEET GROUND ELEV. 22'49 HOLE LOGGED BY L Cnfda DRILLER LETCO 'felvin NOTES SAMPLE DATA z ON WATER TARLE = o z CLASSIFICATION AND LEVELS, WATER RE- ! ., ;, y,g y y lg $ ! PHYSICAL CONDITION TURN, CHARACTER OF E% l3 t;i g 8 DRILLING, ETC. l 8; a lit 22C . SAMPLE l
. O'-73.0' SAND: Red-b rown, loose, silty.
2-2 '+ T, . {
~~
Solit 2" 18"9" 5-- ; .; _y . Spoor 6 W . Shelty 3" 24"18' .' :
~
b .h U_D
. . 1 2/f 10 -. : . .
. . . S
~ -
Solit 5-10-1 7 15 Brown, slightly clayey. 7 Spoor, 2 27 18"14' . : . 2 Shelt y 3" 24 '15-
- : UD 205 2%" :
- 1 Splic F-12-15 25 "
" Light brown, coarser.
Spoon 2" 27 18 '10 .
. '{ { ,
3
- .l :
~ -
JD Finer, mottled. Shelby 3" 24 '20 . , 3
/9f 30_""' .-
t - . .
- 15 ": : -
Hele No. 313
'I 7-5/8" Unit #3 - Turbine B1 3%
SHEET 2 op 5 Alvin W. V gtle site ROJECT 313 HOLE NO NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE-l lgo wj a g f-E
- 3 CLASSIFICATION AND PHYSICAL CONDITION.
gg g= Ci g $ TURN, CHAR ACTER OF y3 ,. a g g a 0 RILLING, ETC. 3
*4 *
- SAMPLE 3plit 6-7-9
- 4 2" lT-18' '14" E- Tan, silty, dense, medium.
25 coon _.
~ -
- UD Loss r:ilty.
shelb-r 3" 24"18" .
. 4 18 5' 4 0_._ . ; ; ; _
Zsplit - 17-22 45 2' spoon 2" 39 18"10" 5,, Becomes rather clean. Lost samole UDS. - shelbv 3" 24"15" E- - R3 covered 15" on - - : . 5 s:cond hole.
/75 50 _. -
( l _ $ . yp
- 3" 24' 15" _-
6 _-. 5 5_. . . l'itcher 12' 6" .~ u_p
.. White, with shells and 4,, -
. . 7 clay.
60 2
~
I6 S~ .
'--6 If;-16-24
;plit 657~ '; '
Mottled white & green with 7 spoon 2 40 L8'
,'- shell fragments.
/6T 70 - - ,
- - CD
)itchur 30' 7" - :
- 4" -
. . _7 73.0'-87.0' SHELLS: White,
- calcareous, mottled with
~'
- 'Q ; silty clay and sand.
I -
.-M:&.c; e .
- 75 -q.c_
313 Hei, sig . 7-5/8" gai, y, S g, Unit #3 - TurMna Bld-
SHEET 3 OF 5l Alvin W. Vogtle Site PROJECT ( HOLE NO 313 NOTES SAMPLE DATA ON WATER TABLE l lg. M=#l ! I e CLASSIFICATION AND LEVELS, WATER RE-TURN, CHAR ACTER OF g*g g=
.a g=J l* g
[g $ 3 PHYSICAL CONDITION. y
- ORlLLING, ETC. r SAMPLE
- 3P lit 2,,
100 10,,5,,
%#W Very hard.
5poon y -
$gj
- :hyl
- w
_!9 _- 150 12"0" /4f 80 1 **.__ 0" j .9_ As above.
- :ns 3:!-5 2-49 p#4 At 85', hole -
~
101 85 2 caved. Lost : 24 10 10' of rod and - - *- 87.0'-159.0' CLAY: Gravish- ~ the tri-cone bit. ." Z green, silty, calcareous Moved 3' west and - - inorganic, hard, lov drilled new hole. -- plasticity. Set 6" casing to _ _ Pitch e r ., 30"22" gg _ gn 4 87'. - - 8 O L 7_
^
_ 95 2 2 30"27" /2 f 100- UD As above. Very hard from 101' to
~
! 2/ -
.- .- 103.5 '. Limestone or siltstone.
105-2
. //I 11 As above.
n n 39 g _ 10 O l . .a
- 115: ,
~
~ 31' Hele size Hole No 3 , ,, fini e A1 _ Turkina 31
SHEET 4 0F 5 DROJECT Alvin W. Voetle Sit 313 HOLE NO l l NOTES SAMPLE DATA ON WATER TABLE 8
=
- E
=
o CLASSIFICATION AND LEVELS, WATER RE- jg gga C= !a! =$ I $ %
" PHYSICAL CONDITION.
TURN, CHAR ACTER OF y2 *; B
* = d DRILLING, ETC. r SAMPLE Z
2 Pitcher 30 '25 ' lof 120- Ur timestone fragments. 4" _ 11
- ~_
~ -
125 - 7 30 '18 ' 'If 130 UD
- ~
Some fine sand. 12 l I - Z 135 -
- ~_
- ~_
" " 30"15, , 65 140 - up
_ 13
~ ~
l 145 - 2 -
- ~
U - 3025 " 75 150_ - tm As above.
- ~_ 14 l I
_ 155~. gg $,,, 4" Hole No tini t 83 - Turbine Bldg
SHEET 5 op 5 l O PROJECT Alvi" W* Y Rtl* Sit' 313 l td HOLE NO NOTES SAMPLE DATA 8 = ON WATER TABLE LEVELS, WATER RE-ls I=E w V a c* g 3 CLASSIFICATION AND PHYSICAL CONDITION. g! .g =a [g $ TURN, CHARACTER OF ORILLING, ETC. y l= l
=
- g SAMPLE t
~
159.0'-161.5' SAND: Dark
- ) itch,er 4" 30"18" 45 160 .
[ UD gray green, dense, silty.'
- 15 Grouted through .- .- Bottom of Hole at 161.5' top of clay. -
i l l l O l a - N - 2 2 l 1 1 - t _- C,. I Hole Siz e Hole No
$g, Unit d 3 - TurM ne B1
1 BECHTEL sheer 1 or 5I HOLE N O. 314 I OEOLOGIC LOC OF DRILL HOLE Alvin W. vontle Site 90 BEARING I PROJECT ANGLE FROM HORIZ M 1 1A1 11s A?9 IA A SEGUN 5-9-72 COMPLETED 5-12-72 i O LOCATION t' 160.5' OVERSURDEN O' DEPTH DRILLED INTO ROCK 163'6" TOTAL DEPTH OF HOLE NO. SAMPLES TAKEN 21 ELEV. WATER TABLE NO. CORE BOXES l CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL Acker Mark II HOLE LOGGED BY .I. Guida DRil.l.ER LETCO-Alexander GROUND ELEV. ??4 5' J SAMPLE DATA NOTES ON WATER TABLE g j z CLASSIFICATION AND LEVELS, WATER RE- ga a, ,,g o y g 'E
$ PHYSICAL CONDITION TURN, CHARACTER OF 8 85 *g s o $
** I'*
E $ DRILLING, ETC. !"
= SAMPLE l i
- 230 -
- -- O'-63.0' SAND: Red-b rown ,
2 ~!
. medium, slightly silty, I T: .
moist.
~
split 3-5-1 5
,1 I.
~~~
- Spooa 2" 10 18' 16" ,
~
~
- ; UD Shel5v 3"-
18' 16" . 1 220 10.- -
~.
p .
~
V _- . _- Split 9-10 -9 15_~
- Spoon 2" 19 18' 15" - 2 Slightly clayey, brown.
- UD
- Shelby 3" 18' 14" ; 2 210 20 .
~
- Soli t 3-5-4 Spocn 2" 11 1R' '17 2q 3 Occasional clay seams.
~
. UD
~ '
At 28' drooped 4" - 3 Shelby 3" wrench in hole. Moved 3' east and 24"14" 200 30 ~ f began again. .'
; Light tan, clayey, dense,
. silty.
g - 35 - ,- Hole No. 314 Hole $1:e 7-5/8" Unit 43 - Turbine Bic
SHEET 2 op 5 PROJECT Alvin W. Voetle site HOLE NO 314 j g NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE- lg w V E ! E
- 3 CLASSIFICATION AND g= o g j $ PHYSICAL CONDITION.
TURN, CHAR ACTER OF g y8 ,. a glg i E g g DRILLING, ETC. r J SAMPLE Solit 4-10-1 0 - 4 Very clayey, with very Sooon 2" zu in"14" . fine sand, tan, silty.
' UD 24"22
{ Shelb r 3" 190 40 5.- b
-A g -
Split 6-6-10 45 -] { Less silty. 2" 16 18"18" Spoon : , ; E
- - C1 yev.
3 _-Shelb'r 3" 24"16" 180 50 2 - { l
.?
~'
23plit 3Doon 2,, l 23
" 45 18 10 55
- [ Slightly silty, dense.
Coarse to medium.
~ *
? itch t r ,, 24"15" 170 6 0-.".; UD Brown, fine to medium.
2- '. 6,,,,,, 2 - . l .-: , 63.0'-97.0' SHELLS: White,
~
Cyds calcareous, very dense, 2 ;plit 2 a " #7*Y* 20-30-21 73poon 2" 51 18' 15
" b$h,h.- 7
- - a29:-
- -s -1
- -aa*.q:
y... a g.c'
-w.s c-160 70 .
- - .a a
~
~ Db
-@n.?
l
- - .g,4. 3.=}
{ }
-9:46 1
r . ... 1
- 75 _ .ee.
7-5/8" w ei, g, M H;te Sit e S g, Unit A3 Turbine
SHEET 3 OF 5 l Alvin W. V gele site PROJECT HOLE NO 314 ('~'sL) NOTES SAMPLE DATA ON WATER TABLE l;g w a ! [g
- CLASSIFICATION AND LEVELS, WATER RE- s $go j [ [g 3 PHYSICAL CONDITION.
TURN, CHAR ACTER OF C2 $=a C= B e DRILLING, ETC. [ *E *
- SAMPLE
- _~hN
_ og u
?E 4
)
Water loss 100% -; .a.
.t,9:q 15n 80 - o
.s.[Y
~
E.
- 3.e.?
P-
- - p:4:a E 9, 3N8 85 - e.w.
-.Wi ot*&
y g .y - 2 Shells, white, calcareous ZSplit 140 90_- .u- very dense, clay binder.
- Spoon 2" 100 9" 9" -
v : : L
- n,-q#-
2 ET [,O: 95 -8 9<
- - .gp Set 6" casing -
97.0'-159.0' CLAY: Greenisl to 97'. - gray, mottled, hard, sil1
- calcareous, inorganic, la
,- n n inn 12 '12 "130 100 -
_, 2 plasticity. 12" 1052 UD Limestone fragments. Sample UD7, _ - Pitcher 30'22120 119.- 7 cutting edge of - 4" - tube buckled. - v -
- 115- -
5/8" g , ,, g , m Hele Sit e
$g, Unit A3 Turbir
4 OF 5 SHEET Alvin W. Vogtle Site PROJECT 314 HOLE NO l I NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE- lg w V g !i E 0 e CLASSIFICATION AND g= o g PHYSICAL CONDITION
- g glg l*
TURN, CHARACTER OF y2 a e g "! DRILLING, ETC. y a SAMPLE I UD Hard limestone portions up 120- 8 to 6" - 8" across.
.-Pitch ar 30"21" 110 4" -
- 125 -
2 UD
^ ""*
] -
24"6" 100 13 I I 135 - 2 : gg 30"30 " 90 140 2 10 S me fine sand. 145 - 2 30' 30
" 80 150 - As above.
- 155: ,
H:le size 5-5/8" g o ,, g, 314 g g, Unit d3 - Turbine
SHEET 5 OF 5 l es Alvin W. V gtle Site ( ) PROJECT HOLE NO 314
'v/
NOTES SAMPLE DATA E z ON WATER TABLE 6 w a ;: ; e CLASSIFICATION AND LEVELS, WATER RE- g g= laI j g g w 3 PHYSICAL CONDITION. TURN, CHARACTER OF {<2 y .a C= 3 g g DRILLING, ETC. y *5 *
- SAMPLE
_ _ W
.7
~
~
_~ 2 159.0'-160.5' SAND: Greenish Pitcher ,, 30 '15 ' 70 160_-i black, silty, dense. 4 Grouted un through
~
2 Bottom of Hole 160.5' too of clay. I 2_
/m s _
8 u _ _ l [s : i U} _ 5-5/8" gai, so M Hole Site g g, Unit M3 _ Turj
1 o, 6 BECHTEL sweet GEOLOGIC LOO OF DRILL HOLE HOLE NO. 319 Alvin ti. Vogtle Site ANGLE FROM HORIZ 90* BEARING PROJECT N 1.141.844 E 622.225 DEGUN 5-20-72 COMPLETED 5-23-72 O LOCATION OVEttuRDEN O' ELEV. WATER TASLE DEPTH DRILLED INTO ROCK NO. CORE BOXES 203' TOTAL DEPTH OF HOLE NO. SAMPLES TAKEN 203' R Failing 1500 CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL 255.5' Norn Thiel DRILLEg LETCO-Boline GROUND ELEV. HOLE LOGGED BY (Girdler) l NOTES SAMPLE DATA 9 z CLASSIFICAT!ON AND ON WATER TABLE LEVELS, WATER RE- y ,g,, w M 5 7
$ ! PHYSICAL CONDITION TURN, CHARACTER OF DRILLING, ETC.
$'f _, ,3 E
@ l;;i 8;
"g 8
E h { SAMPLE l
. 256 .,
0'-3.0' SAND: Red-brown, silt j, :
. 3.0'-14.0' SILT: Firm, tan to red, some clay and sand.
- -:.m Spli t 5-8-15 5-Spoo 2 2" 23 18"18" -
1
- - D
-" 246 10 -- -
She13y 3" 1414"
.l A :
V - ___ 14.0'-67.0' SAND: Firm, puro: 1-10-:.2 15 -: to tan, silty, fine.
." Split '
- Spoo n 2" 22 18' 18" -
; 2 20 -.
- 236 "
- Shelby 3" 30' 25"
- UD As above.
, 2 25 . t.'.
. Split r_lo- 9 3
Firm, medium to fine, clea Sooon 2" 29 18' 18"
. , ::i
; .. UD
~
- Shelby 3" 16' 15" 226 30 ~'e,*l, . -
- : .,,: .: 3 '
Dense, trace, silt. T T '. '; . O .
- 35 Hele No. 319 Mde$1:e 7-5/8" Cooling Tower Sh
SHEET 2 op 6 PROJECT Alvin W. Vogtle Site HOLE NO 379 NOTES SAMPLE DATA WATER TABLE 6 w ; !! (=
- CLASSIFICATION AND LEVELS, WATER RE- ag a= l*I X 3 PHYSICAL CONDITION.
TURN, CHARACTER OF h2 $3 Ci
*E I* [e DRILLING, ETC. r SAMPLE Solit I ?-lR-::5 4:.. : **
4 ISooon 2" 43 1818 2 :'.*,I 1,~ , _. 216 40 ~ ::;-
- _ . :.
- UT
- Shelhv 3" 24 '15
..7 4 n.ed, medium to fine.
2Solit 12-19-: 4 45 _ ~~3,, *t,'. ' _
-Sooon 2" 43 18 '9 " 24 *. :'.:
_ _: ; _5 Dense, silty. _. 206 50 _-l : ! _
-Shelb r 3"
- 24"19 ::_li- UD
. Trace clay.
5 Very dense, tan, medium {
-Solit 13-24-10 -
{ { 2,, 18n4,, -. to fine, silty.
-Sooon 54 -
. l
_ : UD 196 - 60 _-; :- 6
#8 * "Y' Shelb r 3" 15"14 _
21-35-17 65 __ ,-' Dense, light brown, clayey. _Solit - 7 2" 52 18"2"
- -Spoon _ 67.0'-84.5' CLAY: Yellow to
_ tan, silty, trace sand. _- 186 70
~
; ; UD
?itcher4 " 3632 7
_ _/ - l l _ _ 75 - HIle Sit e 7-5/9" Hole No 3 g, Cooling Tower
l SHEET' 3 OF 6
<^N PROJECT Alvin W. Voetle Site 319
( ) HOLE NO
</
NOTES SAMPLE DATA 5 x ON WATER TABLE LEVELS, WATER RE-l w 1; g ;g:
; e 3
CLASSIFICATION AND gg g= glg o V g g PHYSICAL CONDITION. TURN, CHARACTER OF y2 a e i g DRILLING, ETC. r . r SAMPLE Split 3-12-: .5 : 8 Very sandy. Snoor 2" 27 18 '2" _
~
I. _~ 176 80 ,
- Dense, sandy.
g
~ ' ~
Pitcher 36 '13 4n 8
-e 84.5'-99.0' SAND: Tan to plit ' 23-: 5 l +-
85 yellow, silty, medium to poon 2,, 48 18 ,10 9 fine.
~
166 90 ~ Clayey. ('} - - UD
\"'/ ' 9 l
._-Pitcher 36"36 _-
o , 4n _-
~ -
<plit 35-65 95 Spoon 2" 100 12"2"
~
10
- - 99.0'-101.5' SHELL: Sandy.
156 100 - q- 6-
- .4 IUD 101.5'-118.0' SAND: Very Pitch er
. 36"31 - dense, white, clayey,
- 10 Z 4" .
with shell fragments.
~
l " 10% _ 11 {
-;plit 2:!-35-40 "
-spoon 2 n 18' 10 _ .
_ _ i 146 110 - . 1 1
-l. .,* -.UD Only trace clay, still l
..; shell fragments. i g
.~)itcher 36' 24 ."; *., . ..
O)
\v .
4" -* ....
- 115 ~. * . * . * ,'. ) I 7-5/8" s oi, y, M
Hole Sit e
$ , ,, Cooline Tower
4 6 SHEET OF
>ROJECT Alvin W. Voetle Site HOLE NO 319 l l NOTES SAMPLE DATA ON WATER TABLE g
- l. . ; h [= o CLASSIFICATION AND I* [e*
LEVELS, WATER RE- *a g= $ I s 3 PHYSICAL CONDITION. TURN, CHARACTER OF DRILLING, ETC. h! 23 gi "g g a SAMPLE
- Split 2 3- 30-t5 -
* * . . .12
." Spoon 2" 75 1810 . , . ,** *:j pg Q 118.0'-125.0' SHELL: Highly cemented limestone and gg 31 941 shell, very hard.
ag Zh8 4 V". im Wcter loss 100% -Pitcher 12 '10 ' -
'A NoI, 12 Sat 125' of 6" _I 4n 125_- 125.0 '-131.0 ' S AND : Very ccsing. -
! clayey, tan, medium to fine. '
Z 126 130- __ IID 131.0 '-19 8.0 ' CL AY : Greenish-I I - - gray, hard, silty, I l " " 36"36
" l slightly calcareous.
; 135_~
_- 116 l'eQ - __ W g Some limestone layers. 36,,13, , Z 145- - _- 106 15Q - _ e As -bove. 15 q g Z " " 36' 36 155-7-5/8" - 5" soi, so D H;te Sit e Cooling Towers 3
SHEET 5 og 6 jT Alvin W. Vogtle Site PROJECT 319 (j l HOLE NO NOTES SAMPLE DATA ON WATER TABLE g w g !s ! . CLASSlFICATION AND LEVELS, WATER RE- ;g g= lgo j g " g 3 PHYSICAL CONDITION' TURN, CHARACTER OF y2 2a Ci B =
- DRILLING, ETC. r *d *
- SAMPLE
~~
I Pitche r ,, 36 '13 ' 96 160 - _ m
- 16 165 -
2 86 170_- _ 24 '12 / - E Some soft limestone. (",)T -
; - .l.2 2 175,_-
76 180 - -
- E 1E Clay again, some shells.
" " ' .~
- 36 '36
- 185_-
66 19 0 - g Very hard, sandy. g) ('~ T 36"36 ' g
- 19 5 -
5" g , ,, y , M Hole $sge S g, Coolinz Tower
SHEET 6 op 6 PROJECT Alvi" "* Y "tl 8i* HOLE NO 319 l I NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE- [<s s \go w E g I [* g s CLASSIFICATION AND PHYSICAL CONDITION. go g ~w < w 6 TURN, CHARACTER OF y2 a g=s B E g DRILLING, ETC. g . SAMPLE _ W y j 19 8.0 '-20 3.0 ' S A'ID : Gray, medium to fine, some silt. 56 200 - : UD [ 20 Grouted up 2 2 Bottom of Hole 203'
~
through clay. l I 7 _- _- j I I : H;te Sa g e Hole No Cooling Tower
$ g,
BECHTEL SHEET 1 Or 5 331 i I GEOLOGIC LOG OF DRILL HOLE HOLE N O. PROJECT Alvin W. Voetle Site ANGLE FROM HORIZ 90 BEARING LOCATION N 1.142,873 E 621,548 BEGUN 5-18-72 COMPLETED 5-23-72 ('/ 9' 161.5' OVERBURDEN DEPTH DRILLED INTO ROCK 16n'1" TOTAL DEPTH OF HOLE NO. SAMPLES TAKEN 26 ELEV. WATER TABLE NO. CORE BOXES FEET MODEL & MAKE OF DRILL CME-55 CORE RECOVERY GROUND ELEV. 2 (%)20.9 HOLE' LOGGED BY J. Guida DRil.LER LETCO-Ross NOTES SAMPLE DATA ON WATER TABLE g x CLASSlFICATION AND LEVELS, WATER RE- js
-8
. , , , ,g, gl t; s W
g [ k PHYSICAL CONDITION TURN, CHARACTER OF 83 g DRILLING, ETC. l, W l SAMPLE l
. 221 =
s
. .:]-I 0' .8' TOPSOIL
- .8'-17.0' SA'1D: Reddish-brown, silty, medium, 2-3-6 I - loose.
Solie 52: *
. Spooa 2" T18' 9" . . : 1 O Red and brown.
A ." Shel by 3" 24' 7" 211 10 . "f { b U (- : : 5 11 15." J Splie 2 Clayey. Spocn 2" 34 18' 14" - 2 -I
~
17.0 '-24.0 ' CL AY : Tan, silG:
~
stiff, with fine sand.
. . US
. , i Shelby 3" 2418 201 20.2 1 '
(- 24.0'-63.0' SAND: Light grd medium, silty, slightly _- Spli t 5-9-1 L 25 ._
. Spocn 2", 20 18"15' . 3 clayey, shell fragments,
. . firm.
- . \
- - - t UD She] by 3" 242 2' 3
19 1 30 n : : 1 v , , L :
- 35 :
i Hole No. 331 I Hole size 7-5/8" l sie, enn1 N Tnwr
= SHEET 2 OF 5 Alvin W. vogels sita PROJECT 331 HOLE NO OTES SAMPLE DATA E z WATER TABLE LEVELS, WATER RE-lgg lgo { w a g j 3 CLASSIFICATION AND g= $ PHYSICAL CONDITION. TURN, CHARACTER OF y2 a gi 3* g g ORILLING, ETC. r
- SAMPLE Split 6-8 0 -
4 ISpoon 2" Y/18"18 ' Becomes lighter in color. Less clayey.
;UE IShelb y 3" 2415 ' 181 ,40 4
-Split 8-9-1 1 45 -
_ Spoon 2" 20 1815' 5 Grades finer. 171 50 - im Pitch ar 30"20 ' - Coarser. 5 4n G er loss 100% >
,1 ?
v - I -: q lit 7-9-11 55 -~ Spoon ' ' Light gray, medium, silty, 2" 20 18"14' ' l 6
- -. , : - slightly clayey, firm, with shell fragments.
- 9-13-1 7 [' ,
- " " 60 - : -
18"10 161
-- 30 --.
Dense. 7 I
~
2l :
~
63.0'-72.5' SHELL: Calcareous,
? white with silty clay matrix ,
14-21-2 1 dense. Z 42 18"12 65_.-' , , 8
/-
~
- i A 10-11-15
~
~
26 18"8" 151 70 - 9 More shells. I 2 ..e-72.5'-78.0' SAND: White, fine
- : to medium, silty, loose.
C -
- 75 _:
H;l) Site 7-5/8" Hole No site Cooline Tover ,
SHEET 3 op 5 PROJECT Alvin W. Vogtle Site g x._/ . NOTES SAMPLE DATA C-[ ON WATER TABLE 5 x e' g g . ; ;. ; CLASSIFICATION AND LEVELS, WATER RE-TURN, CHARACTER OF gg y2 g= a glo= { 3 g g [g g 3 PHYSICAL CON 0lTION. DRILLING,.ETC. a *
- g SAMPLE
- Split Spoon 4-3-:
2" -Tr- '18"0" I
- 10 g
-[ Shelb r 3" 18"10 5::.: L 78.0'-84.0' SHELLS: Tan,
- calcareous, in silty clay 141 80 - matrix, hard.
Solit 3 Spoon 2" 100 8" 8" - C. . 8" 84.0 '-155.( ' CLAY: Gray-gre E
~ ~
Set 86' of 6" - Split 85 - calcareous , inorganic, si casing. 7 Spoon 2" 100 6" 6" - hard. 6" - 131 90--'- go 7 Pitch er 30"24 " 4" - 7 v'( ' 2 -
- 95- -
_- " " " 121 100- As above. 30"25 - UD 8 (~- E E 105-- j - 30"28" 111 lig S e li st ,veryhard 9
~ ~
O'v -
~
115 Hole Site 7-5 / 8" - S*' g , ,, y , 331 3 g, Cooling Towei
SHEET 4 0F 5 3ROJECT Alvin W. V stle site 331 l l HOLE NO NOTES SAMPLE DATA ON WATER TABLE lg w 1; ! E = CLASSIFICATION AND LEVELS, WATER RE- g g= Cil5 j g [g $ 3 PHYSICAL CONDITION. TURN, CHARACTER OF y2 a 3 g
*' * =
DRILLING, ETC. r SAMPLE
,.101 120 _
_- Pitcher 30 '28 g 4" - in Hard, limestone layers.
- 125 -
30 '26 ' 91 130 -
- { Slightly sandy, very stiff.
I I : : _
~
7 k-135 - 81 140 - ?!r As above.
. - 17
_ / (
- 145 -
~
71 150 ~ - IT" 17 Limestone fragments. l I 155
~
( - H;le Site 5" Hole No site Cooline Tower
. . . . _ . . . ...w . . . _ _ . . _ _ _ _ .
5 og 5 SHEET t'"'T PROJECT A1Vi" "" Y "ti" 8it" HOLE NO m u ,! NOTES SAMPLE DATA ('j ON WATER TABLE lg w ! E e CLASSIFICATION AND LEVELS, WATER RE. g g= l .i5 j g j $ 3 PHYSICAL CONDITION. TURN, CHARACTER OF y2 .a C= i!; e g DRILLING, ETC. r *E *
- SAMPLE
- -; . 155.0 '-161.5 ' S AND : Dark
- gray, silty, firm, medium to fine.
61 160 I - -
- . UD
. Pitcher 3022' ' 7 - - .
. 4" - - - ' { 14 Grouted up .~ Z Bottom of Hole 161.5' through clay. -
pR 1 - \ ) - - tj - C .
. ~
. .. l rh ., ..
( \, - - ej *
- . 1 y' 331 Hele Sit e Hole No Cooling Toteer!
$6te l
BECHTEL 6 GEOLOGIC LOG OF DRILL HOLE SHEETl.0{I HOLE NO. O PfEWECT LOCATION " A. W. Vontle Nuclear Site
" *1 ANGLE FROM HORIZ. 90 BEGUN 76 ft-8-i-73 NARING -
COMPLETED a-15-73 TOTAL DEPTH OF HOLE 20s. OVER8URDEma 7' OEPTH OlWLLEO INTO ROCK
- 5 NO. SAMPLES TAMEN 7 ELEV. WATER TAOLE NO. CORE BOXES !
69 2 CME $5 CORE RECOVERY (%) FEET 52.sf t hiODEL & MAKE OFORILL f
= v-- ORILLER ?ca eita=
GROUNO ELEy 20s 20 HOLE LOGGED BY ' t PRESSURE TESTS j NOTES ,g x CLASSIFICATION ANO l ON WATER TASLE g g . . g-i $J LEVELS, WATER RE- o 2, 5 t PHYSICAL CONDITION a: a e 2 w)I g w I NE ,# CHARACTER OF P, 2 O TURN,ING, 0 RILL ETC. 3 I# W l SAMPLE l Drilled to 76.0 f t. -* 208 - using 5-7/8" tri- . 0-74.0 ft. OVERBURDEN:
. Sand, silt, and clay. l cone bit. 5 base ben.
tonite. Cased with . - l 4" casing to 75.0 ft" 5" .
- . 7
~ ~
Cored with Longyeard 198 10 ' NX barrel beginning " l 13 at 76.0 tt. ; - O 8 bags cement used -~
~
li "-" for casing. . ! 5 base bentonite ~ i used for drilling. ." . j l " 188 20 ~ Crouted to 15 ft. -
- with 5 bags of grou+
I liole drilled to in " vestigate earl onl y
- 25 -
!!o samples 0 to 74 ft. : :
~
178 30f i Solid rectangles : : represent spoon l samples. - l :. =
- 35 - 1 l .
Sol HOLE SIZg 5 7/8" HOLE NO. l *-~'a' SITE 'w ' i 12/10/73 Amendment 13 t
SHEET 2 OF 6 O PROJECT A. W. Voetle Nuclear Site HOLE NO. 501 V
> PRESSURE TESTS NOTES 5 '
ON WATER TABLE w* w LEVELS, WATER RE- 5Y 8i 5; j E E CLASSIFICATION ANO
~
h g " TURN, CHARACTER ga @ vi gg w PHYSICAL CONDITION OF DRILLING, ETC. #= g o; E a:
- _ w Sample 168 40-
. 45 . .
158 50-- O %J . -
-- 55--
.- : 73.0' Cuttings and 1-1/2"
~
piece of shale. l 74.'-150.' CLAY (MARL): 148 60 - Greenish gray, silty, very calcareous, very fira, weakly
~
~
cemented, massive, has hhrd
- moderately cemented nodules, can be broken by hard hammer E 6N blow, has shell fragments in 67.0' 100% water some areas.
loss. - - 74.0' Clay mari. Cray, clay,
- - firm with slight weathering Shells in return in upper 2'.
water in 68.0' , 138 70-Spoon Sample . M.0 SS
,j-g=2 3 24
~
23 Spoon Sample 1 6 4 1,, ,uu.y HOLE NO. 501 HOLE SIZE S 7/8.. SITE Unit 1 Reacto 12/10/73 Amendment
3 0 SHEET OF (%IPROJECT A. W. Vontle Nuclear Site HOLE NO. 501 NOTES > PRESSURE TESTS ON WATER TA8LE w$ ! r . LEVELS, WATER RE-TURN, CHARACTER l j* 8i a; g% . - [wC gg Ei 3 E g 3 CLASSIFICATION AND PHYSICAL CONDITION OF DRILLING, ETC. * - w
*- Sample jg6-1/;t 74.5-76.0' MARL: Gray, 76.0 : clayey. i 14" recovery -
17 0 5 2 - i 0 10 5
- 128 80 15 5 -
82.5-83.5' Hard.vell cemented
-
- Slight meakige out top of casing .
- limestone nodule, not broken.
83.0- - 3'10" recovery - ' Core loss due to -" 78 85.~ soft layer at about-~ ~ l 86-88 88- 113' { 88.0 8" - 661 -xxx
~
3" thick broken zone mechani- - cally fractured by drill action. 89.0 . 0 5 2 118 90 ~ 4'4" out of 4'4" - 100 0 10 2 4" piece of core, wall cecten-
- 0 15 2. -
~
ted. .
~
0 20 10 = ( g , 0 25 10 9'4" recovery ." 95f
" ~
erstely cerented layers
; 92 .~ Broken 1/8 to 1/4" pieces. ,
" ~
108 100 -
~
103.-107' (goes to about 110') Has hard moderately cemented .
, . limestone concretions from !
l 103.3 . - 1/4" to 1/2" size, core is l 4.1' recovery - 82
- crushed and broken from drill 105-" action.
107'10" ; .- i
+
4'3" recovery - - , i 44 98 11h-
- ~
112.0' Broken zone 2" sech-anically fractured by drilling i 113'4" ( ~ S' recovery :
- 114 -139.0 -
i MOLE NO. 501 I HOLE SIZE Os ur SITE U"it 1
- a m e-L 12/10/73 Amendment 13
i SHEET 4 OF 6 PROJECT A. W. Tomtle Nuclear Site
. HOLE NO. snt t
L NOTES >, PRESSURE TESTS w E z ON WATER TABLE w$
- p .
o LEVELS, WATER RE- g> !i Ei g E CLASSIFICATION AND TURN, CHARACTER j* gS* ei h as
.: yi $ $ PHYSICAL CONDITION OF DRILLING, ETC. gC ;: w SmE Water test b 1 114 - 139.0 ft, - 72 -
- 0 15 5 -
~
0 20 5 : 0 25 10 120'8" 38 12% . 10/10 recovery 100 125 . 78 130'8" 13%
~
S'5" recovery I O i N) - 55 135- 150 - 13L
. 0 5 2 -
l :
- 0 10 5 0 15 10
_ : Marl. 139.0 ft.
-- 68 140 -
140.7 .
~
~
- 55
. 14 %.
150'8" 2 58 150 -
~
~
; SAND:150.0 ft.
Soft material, sand in a 6'9" recovery .
. ~~. clay matrix, medium grained,
" 68 ~'
dark gray-black. HOLE NO. 501 HOLE SIZE HI l SITE t'nte 1 Reactor 12/10/73 Amendment
WW ' W 6 A. W. Vogtle Nuclear Site i< ' PROJECT HOLE NO. 501 NOTES > ' PRESSURE TESTS g ON WI.TER TABLE w5 w $ z . LEVELS, WATER RE- gg 8i 5 :E i g w E 3 CLASSIFICATION AND TL'RN, CHARACTER g h ai g= 3* g a: ;; 6.: ei g3 E PHYSICAL CONDITION OF 0 RILLING, ETC. w g,,p y ,
- ~
150'8"-160'8" SAND: Fira gray-black sand. 160'8, 48 160 -- T I '- -
. . b
- . o Spoon sample 165' 8" 165--
. SS 1.4 100=1 165'8"-167'2" SAND: Medius 47-6('-76 -
grained, brown-black.
. : slightly silty sand.
~
2 38 170 ..! ,
. ,,n. ,,..
Spoon sample - 100=L2" 170'8"-172'2" SAND: SS 1.4 ' j r,0-6 8 - Slightly more silty than
, above sample sand. <
175' 8" 17 b.' . ' ' Spoon sample { 175'8"-177'2" SAND: Medium SS 1.4 100=10" . grained, dark gray sand. Silty. 181.C 28 18 y, , 181.0' SAND: Coarse sand,
.- - '== dark gray.
Spoon sample .
. SS ' 1. 4 100=1 . o
.- Washed out.
1852- -
.a 18 190 "'. . .
~
~,'
190'8" . .. wr HOLE NO. 501 l HOLf. SIZE SITE tin 4
- 1 *---*a-12/10/73 Amendment 13
SHEET 6 or a v/ PROJECT L u. vege1. wort.., c e. HOLE NO. 501 PRESSURE TESTS NOTES fg ON WATER TA8LE wE g! x . LEVELS, WATER RE-TURN, CHARACTER lg{,*~s g ai ei
*i gg ,,
E 5 o, CLASSIFICATION AND PHYSICAL CONDITION OF DRILLING, ETC. 3* "' ;; w c.,mt. 195'A" .
~. ~'. Attempted coring 195'8"-
18" recovery
- ' 206'8", recovered very little 8 20 0. ~ ', medium grained sand.
2 . 14 205 . : 206'8"
~
906.6 ' 206 ' 8"- 203 ' 0" S AND : Medium
~
2
' (coarser) sand grains with Spoon nanple - ss 1.4 - medium gray clay.
ID=208.0 f t. .- - 210 2 s
~
~
~.
~
I HOLE NO. 501 HOLE SIZE Nx Unit 1 Reactot SITE 12/10/73 Amendmentf
t i I L l 8ECHTEL 3HEET l 0F L G EOLOGIC LOG OF DRILL HOLE HOLE NO. 22 PMCT A. v. vn.e1. Mart.me sie* ANGLE FROM HORIZ. 908 EARING - LOCADON N1141 190. E A 71 1%7 BEGUN a A 71 C0erLETEDa-35-73 OVER8URDE" az.3 "* DEPTH DRILLED INTO ROCK 67.5 re. TOTAL DEPTH OF HOLE 15n a *: . [ NO. CORE 80XES 4 NO. SAMPLES TAMEN 6 ELEV.mTER TA3LE [ 94.5 FEET 61.9 MODEL & MAKE OFORILL M 55 i CORE RECOVERY (*Xe) GROUNO ELEV 216.02 frHOLE LOGGED BY
- v=a DRILLER = Q g -- -
NOTES PRESSURE TESTS g A 2 CLAS$lFICATION ANO ON WATER TA8LE {>" ;z a 5-i w!
. . $ [
LEVELS, WATER RE- o 5 E .a PHYSICAL CONDITION mH *y *E ,] W TURN, CHARACTER OF $
- i DRILUNG, ETC. NE 3* E 3 w SAMPLd '
~
Drilled to 83 ft. . ~. 0-82.5 ft. OVERBURDEN: using 5 7/8" cri ". : Sand, silt, and clay. l cone bit. -
* ~
i set 4" casing to - 211 5- ~ 83 ft. depth. ,
~. ~.
- 10 -
Began coring at l l
. 83.5 ft. with a !
Longyear NX - -
~
l barrel. l
. s
- Ik-' I 201
- Had 100% water "
loss at 72.5 ft. r
~ ;
Used 4 bags cemens' 20- i for casing. !
~ ~
Used 4 bass ben- - ~
~
, tonite for drilling. !' i Hole was back- -
" 191 25 -~
filled to 35 ft. depth with 5 bags : of cement. - - 1 Hole drilled to -- 30-- i investigste earl - only. No samples. - 1 0 to 35 ft. *:" *:
~
C' 181 - HOLE SIZE
- 718" HOLE NO. 502 l giyg ,____.,
1 1 12/10/73 Amendment 13 j i
SHEET 2 or 4 h(N PROJECT E. W. Vontle Nuclear Site HOLE NO. $ng NOTES > PRESSURE TESTS : ON WATER TABLE w* w $ z . LEVELS, WATER RE-TURN, CHARACTER )f g, aj h a; 3, z gg i E o CLASSIFICATION AND PHYSICAL. CONDITION OF ORILLING, ETC. = 3* @ gaW:;. w gggptg
~
Solid rectangles indicate spoon . samples. I 40~
.". .~
.~ ~.
- 171 45 ,
~~
." 50 -
52 5 52.5 CLAY: Yellow-green. Spoon sample - ss 1.4 44-30-25 calcareous, uniform.
~
.~ 161 55.-
~
81 % ~~ Spoon sample . 55 '** Al-19 -4) 57.5 CLAY: Creen-brown,
. calcareous, uniform.
,," 60 -
~
~
62.5 CLAY: Creen-tan, Spoon sample . ss 1.4 17 17 -18 [ calcareous, uniform.
.2 151 65 -
t .
~"
70." .
. : 2 HOLE NO. 9n? !
( . HOLE SIZE S_ 7/8" e---- e SITE 12/10/73 Amendment
SHEET 3 OF ' M MCT A. W. Yomtle Nuclear Site so? HOLE NO. NOTES PRESSURE TESTS ON WATER TABLE wI z . LEVELS, WATER RE- l *i .: Ei E o, CLAS$1FICATION AND ; TURN, CHARACTER g{,* h a; ei E y3 ,, 3 PHYSICAL CONDITION OF DRILLING, ETC. S* E SAMP1.E Spoon sample * ***
- I'
$s 4 100-1 1/2 ,
I 80-1 19.5 I l
. 'O 20 5 80-l 0 25 10 :
Spoon sample. 82.5 Began coring 83.5 - SS 1.4 14-1/-29 - 82.5'-146.' IfARL: Silty clay ,- t s83.'..-100 .5 , gray, calcareous, massive.not
- 1) 5 .
g bedded, fossiliferous, 86.0-- 4.5 -
- varies from com-0 10 3 pacted to moderately well
- 95 0 20 5 -
cemented. Occasionally be-
. 0 25 10 - comes very liny, well cemen-
~ ~
ted nodules, 4 to 8 inches 90.5
- 90- thick. !!ari can be broken
- . by finger pressure. Nodules 3 " ~
can be broken by hard h==cr
; blow. c 121 9 5. ~
i . 100
~
T 100.5 2 100 "
~
I . 111 105.~ i . 100 i ine_s l 1102.
~
l14.5 139.' HOLE NO. 9n? l HOLE SIZE 5 7/aa SITE cenaral 12/10/73 Amendment 13 l _ -. .
i SHEET 4 OF PROJECT A. W. Vogtle Nuclear Site V HOLE NO. snt NOTES PRESSURE TESTS g ON WATER TA8LE wU w g 2 o o LEVELS, WATER RE-TURN, CHARACTER gf 8s *2 .: *i h ei g ei gg g E E CLASSIFICATION AND PHYSICAL CONDITION g,* a w OF ORILLING, ETC. 3* gE ;; g g,tg 116.0 Core broken
- 0 10 l 2 ,
by mechanical ". 100 0 20 10 -- action of the drilk. . 119.9
- L20- ~
121-125.0 MARL: Contains occasional limy, well cemen-I 100 thick which causes slight grinding at marl-nodule
~
124.5 boundary.
- 91 L25 -
100 129.5 -
. 130 .
~
O 100 I 134.5 -
. 81 L35 7 I 100 137.5 150. ) 2
- 0 ) 2 -
139.5 : 0 10 5 : 0 15 10 L402
~
*0.5 20 10 .
- Slight wa :er Ic ss in to .
. 80 sand . .-
144.5 71 L45 2
~
Lost major part of ~ - run due to the un . 40 . cemented nature of.- 1/10 T .
- 148.0 SAND: Dark gray to the sand. .
SS 1.4 26-1 4 = 6 - -
- I black, fine to medium I grained, silty, clayey, ,
isn_n
. .50 . non-calcareous. l TD=150.0 ft. - - massive, uncemented, moder-i
~ ~
ately compacted. !!ot re-active to HCL acid.
~ ~
NK HOLE NO. 902 HOLE SIZE SITE r---- i 12/10/73 Amendment {
1 BECHTEL SHEET L 0F 4 : HOLE NO. 102 ; G EOLOGI C LOG OF DRILL HOLE 4 N CT A. W. V stle Nuclear Site ANGLE FROM HORIZ. 90 EARING f LOCATION N 1143 870 E 624 130 SEGUN 8-13-73 COMPLETm-16 71 63.5 fc. DEPTH DRILLE0 INTO ROCK 58' TOTAL DEPTH OF HOLE 1 tn h . OVER80RDEP 1 3 NO. SAMPLES TAMEN ELEV. WATER TASLE NO. CORE BOXES 602 N" CORE RECOVERY (*M FEET 36.2' MODEL & MAKE OFORILL ! P. Van DRILLER c'-a Y i Imo f GROUNO ELEV- 1 % 47 f t HOLE LOGGED SY PRESSURE TESTS
\
NOTES 5 Z z .
- A $J CLASSIFICATION AND ON WATER TA8LE LEVELS, WATER RE-
{>" u G3 I-! W I $ $ PHYSICAL CON 0lT10N , mH iE.,[ $ W NE 348 I* *" H 2 CHARACTER OF Q TURN,ING, DRILL ETC. w lSAMPL% l
~
Drilled to 60 ft. I - 0-63.5 ft. OVERBURDEN with 5-7/8" tricond -- Sand, silt, and clay. bit . i
. 5 . ;
4 bags bentonite l used. No cement . - used. 4" casing set to - 60 ft. Used Long- 184 10-- l year !?X barrel. , Began coring at . - {
" ~
62 ft. l 3 - (
" ~ !
- 15. "
- ~
" ~ '
;o water losses .
174 20 ~- , Backfilled to 34 f t" *
- with 5 bass of i cement. 7 .
l
~
. 2 5. "
l Ilole drilled to , investigate marl - - t' only. No sample 0-62 ft. 164 30 " ; I Solid rectangles ; indicate spoon sample s. ; .- w I HOLE SIZE 5 '!*" HOLE NO. 503 J SITg cenersi ! l 12/10/73 Amendment 13 (
4 SHEET 2 0F PROJECT A. W. Vogtle Nuclear Site 503 HOLE NO. NOTES PRESSURE TESTS ON WATER TABLE wE y z . LEVELS, WATER RE-TURN, CHARACTER l g*,
*i a;
vi Ei g gg , E M g C' ASSIFICATION AND P sYSICAL CONDITION OF DRILLING, ETC'.
- g ;;; "
SAMPLE 2 154 40 .~ 45 ~
- 144 50 -
i i 55 ,
- 53. 0 ;
Spoon Sample - SS 55 1.
. 12-) 6-19 : 58.2-121.5' MARL: Clayey silta 134 60 E#*Y', "*#Ycemented firm weakly ** "*** ", massivo
"*#Y Began coring 62.0 ". ~. has hard moderately cemented nodules, core can be broken 63.5 - 82.0 - by hard finger pressure.
Core all in one . 0 5 2 Nodules are broken by hard Pi ece. 0 10 2 65 - hammer blow, has shell frag-00 - ments in some areas. 0 15 5 67.0 2 20 10 . Slight losn out top .- of ::asing -
- / 70 :-
l 124 -- i 100 g6.n. .t n? _r / 72.0 : 0 5 2 : 0 10 5
- 50 0 15 5 -
c
~
0 20 5 :
\ -
- 25 5 2
(
- 8118ht 1 88 ut t P 503 HOLE NO.
HOLE SIZE s vina t ur of casing. $ g General 12/10/73 Amendment )
8" # PRcJiCT A. W. Vogtle Nuclear Site ' HOLE NO. 503 NOTES PRESSURE TESTS ON WATER TABLE LEVELS, WATER RE-wI l
- ai .: 5 .i fg x E I CLASSIFICATION AND TURN, CHARACTER g,l=
h a; gis W a: gg 3 w g [ gg PHYSICAL CONDITION OF DRILLING, ETC. ; 77.0 75 } Slightly more diffi-~ " cult drilling some - 30 . slight blockings ."' 114 80 81 - 1020 ; j 82.0 ~ ~ 0 20 5 i 2'7" recovery. 0 25 10 Average core length- 4 30 10 - ! is 3 1/2" ." 53
- 85 -
87.0 2'3" recovery - - 88.0 stained joint at 88 ft.
.- 23 104 90 ,-
- ~
92.0
~
c l'7" recovery , k 95 97.0 : "
~
l'3" recovery -
~
25 l60- 1 22.0 94 100 100.0 MARL: clayey silt,
- 0 20 5 - limy, easily 102*0 "
0 25 10 scratched with fingernail, 30 10 massive, non-bedded, fine to 102.0-107.0 -
- *slig it lea kage out - mediun grained, intermittent 1r 5.0' recovery fossiliferous, gray.
Average core length- tP af cas ing _ 12-14". -- 100 105,- 107.0 l 107.0-112.0 - . 5.0' recovery : 100 84 1102 l 112.0 i 112.0-117.0 - 4' recovery 80 ; N1 HOLE NO. 503 l HOLE SIZg ggyg ceneral 12/10/73 Amendment 13
SHEET ' OF P W iCT A. W. Vogtle Nuclear Site 503 O d NO. NOTES > PRESSURE TESTS g ON WATER TABLE w* w p 2 o LEVELS, WATER RE- @ *sa: * .: *i 5 E S- C(ASSIFICATION AND TURN, CHARACTER gl,*
- W g ";
gg w E PHYSICAL CONDITION OF DRILLING, ETC. i:: umi 117.0 - 2'1" recovery
~
~
122.0 121.5 SAND: dark gray to black medium grained, some
.~i '.
_ l ', clay contact established 7" recovery :
~
. ;. with core barrel. Generally 125.~ a sandy silt of moderate k
- 12 .
P l asticity.
~
130.0 64 130 -.' x TD - 130.0 ft. - CJ :
- 13'r
~
140.-
~
~
145.-
~
2 I L50.- . O HOLE NO. 503 HOLE SIZE NI (V SITE c: ---i 12/10/73 Amendment 1;
BECHTEL SHEET l 0F 5 G EOLOGI C LOG OF DRILL HOLE HOLE NO. 504 O PROKCT LOCATION A.W.VOCTLE NUCLEAR SITE
'" .1 L A ,US. E.122,6' ANGLE FROM HORIZ.
BEGUN 8-17-71 90 KARING COMPLETED '-3J'#J OVERSURDEp 84 ft. DEPTH DRILLED INTO ROCK 50 h - TOTAL DEPTH OF HOLE 186.5ft. 7 ELEV. WATER TA8LE NO. CORE BOXES 1 NO. SAMPLES TAKEN CME 55 CORE RECOVERY ) 88 % FEET MODEL & MAKE OFORILL GROUNO ELEV_p14.61 f t. HOLE LOGGED P. Yen BY DRILLER CLEO IVY & LEWIS NOTES PRESSURE TESTS w >".z g ON WATER TABLE g . g F f $J CLASSIFICATION AND LEVELS, WATER RE- o g 2, g-i wI 5 a. w PHYSICAL CONDITION CHARACTER OF m a: .p *g ,g ig O TURN,ING, DRILL ETC. N w: a 3* E 2 w l SA!!PLEl C-84.0 ft. OVERBURDEN: Drilled using a to 85 f t. : 5 7/8" . Sand, silt and clay,
~~
tricone bit. ] .
~
5 ~ Cased (4") to 85 fc. - - Degan NX coring at 85 ft. ;
- 205 10 -"
Used no cement. - Used 5 bags - bentonite. O13 - 15 -~
~
c
~
~
Began coring at 85 ft. with a longyear NX -
~
~
barrel.
~ ~
- 195 20 --
100 2 ; Water loss @ 20 ft- - Backfilled to 23 ft, with 5 bags-of ceinent. - 25 -" IIole drilled to j investigate narl - " only. No sample
- taken 0-85 ft.
185 Solid rectangles 30 ': " indicate spoon suples. - 7' l HOLE SIZE s m" HOLE NO. 50A SITE ceneral 12/10/73 Amendment 13 l l
2 OF 5 SHEET p g ECT A.V. VOCTLE NUCLEAR SITE [(.),\ HOLE NO. 504 NOTES > PRESSURE TESTS g i ON WATER TABLE w5 w 2 2 o LEVELS, WATER RE- 8> Ei % E 3 CLASSIFICATION AND TURN, CHARACTER yb= g!a:i hg a:vi.: y3 w E PHYSICAL CONDITION OF ORILLING, ETC. S* S M LE 175 40 - 4 5 ~. 165 50 _-
. j D
- 55 - -
155 60
~
65- - 145 76 - HOLE NO. 504 h(h HOLE SIZE 5 7/8 a ceneral SITE 12/10/73 Amendment 1
3 OF 5 SHEET (- PROJECT A.W. VOCTLE NUCLEAR SITE HOLE NO. 504 NOTES > PRESSURE TESTS ON WATER TABLE w=* w 5 o
- r. E E LEVELS, WATER RE- -
5 $ 3 3 CLASSIFICATION AND TURN, CHARACTER z$ w I o PHYSICAL CONDITION OF DRtLLING, ETC. #= d gE ya y SAFPLE Shaly clay materiah ~
~
in return line. Yellow green clay - with shells in return line at -. 135 80-.:. 80.0 ft. - - Began coring 85f t.k k 84.0 - Spoon Sample SSI.450-50 5" 84.0-134.' MARL: Cray, very 85
. . firm conpacted clay. Very 87 - 99 calcareous. Weakly cemented, 4 ft. recovery. - -
silty, massive.has hard moder-30 0 10 2
-~
ately cemented nodules, marl
- 0 15 2 -
can be broken by hard finger 90 ft. 0 20 2 - pressure, nodules are broken by 0 25 2 125 90 7 hard hammer blow. Has shell
- 30 -
fragments in some zone.
~~ 13 4 f t. tecovery.
- e 30 -
~
95 f t. - 95 k 95 - 103 ft. LIMESTONE: Nodule s 3'6" ~ - alternating layers 2 - 3" recovery. 37-100 - thick cemented linestone in somecorelossdueh 70 0 10 2
; the narl.
to grinding. Hard . I 0 15 2
& soft layers 100 f C, -
0 20 2
- 115 100-25 -
7 4.0 f t, recovery. -
.- t 105 ft. ,
~
103- < Core length: - l Broken 4-10" - 107- 110 5.0 recovery 100 0 10 3 0 15 2 2
~
110 ft. .
- 20 '
105 110_
- ~
5.0 recovery
.- 100 .- ,
115 ft. : l
- slight loss out top of casing HOLE NO. 504 HOLE SIZE s 7/n a s wr Od $lyg Ceneral 12/10/73 Amendment 13 r
l
4 5 SHEET OF
/
/' A.U.V0GTLE NUCLEAR SITE PROJECT HOLE NO. 504 NOTES > PRESSURE TESTS w h z o ON WATER TABLE w5 CLASSIFICATION AND LEVELS, WATER RE- 8g 5i 5 .- !j w g r 3 vi gg $ PHYSICAL CONDITION TURN, CHARACTE.1 p= g ai @ OF ORlLLING, ETC. S* g a: ;; w smE Recovery 5.0 ft. - 2 100 118 -130.) l Average core 18" 0 10 10 _
- 15 ]O 120 -
95 L202
~
100 122-135 1 - 0 10 5
~
125 - 0 15 3 1 0 20 5 ~ 0 25 5 - 0 30 5 .~ 100
- _- 35 10
~
130.0 - 85 13C-_ Reco.very 3.5 ft. ~ I Core loss at 134ft. -- l I V Sand will not stay; 70 in core barrel. ~ 135.0 : y 134.0 s_,gp.; gray medium
- grained dark. i No recovery - 13 T..j , , , Non - calcarious.
O in sand. T T ,
\
140.0 - 140 -f l I 75 140~' . 140-141.5 SAND: dark gray, i _ . c , Spoon sample
- ssi.4 100=M" _
; ; medium grained, non-calcarioul
~
144.5 -
, 144.5 - 146 g g: medium I
Spoon sample ss 1.4 100-2" 14 7 ': ; ; grained, medium gray, i non-calcarious. n,e.
-s. , t. -p
- 149.5 -i a: e:
~_ ((' { 149.5 - 151.0 g,gn: medium Spoon sample ss 1.4 100=J " 65 150 ;
grained sand, gray, clean. j very slightly silty.
, al.:j.
Q
- i
- ,4:
' I I
- slight 1 sa ut t p of casing. HOLE NO. 504 hod SIR n I SITE Ceneral 12/10/73 Amendment 1
t SHEET 5 OF 5 O PROJECT A.W.VOGTLE NUCLEAR SITE 504 Q , HOLE NO. NOTES > PRESSURE TESTS ON WATER TABLE w* w 5 z LEVELS, WATER RE- g$ 5i E- Ij W gg l w E g E
" CLASSIFICATION AND I
TURN, CHARACTER OF DRILLING, ETC. g=g g0,a;o $ a;
- _ w PHYSICAL CONDITION E
- 3RTLE
"[ kE I grained, N own-gray
~
Spoon sample ss 1.4 100-4 ! medium [- ( non-calcareous.
.o e no recovery
~
I f '
4 in sand due to : 160.0 uncemented nature - 55 L60-:p,h .<
'u 160.0 SAND.
of the sand.
~
ss 1.4 100-2 "
- ! $g
- p; Spoon sample -
g, ( ; 2 M
. . . -.vm ,.
-,: ,-.j j
.. m t
- L65- ( ..
- - a G.,
1
-,p,.y:
**y.
i
." ../. ,
.!. 1
- 170.0 - t
" 45
.70- .
.i 170 SAND: medium grained, Spoon sample : ssi.4 100=S ;f. I. dark gray, non-calcareous.
C~ ." hi.S, ;
. . M.y.!.
.,e.
175.0 ' ' No. recovery. - - .
- 175-- ? l 175.0 SAND.
Spoon sample
~
ss 1.4 30-70= 10 :,i, Q, u .
- : .N.<
- f
. -9.
No recovery - -1 r ? LSO.0 in sand 35 180--E ? !; 180.0 SAND. Spoon sample - ss 1.4 100-5
. l l
185".;<.(<g
." fMn ?M f 185.0 SAND: medium grained, Spoon sample
~
ss 1.4 75-25=7 : ] dark gray- black, slightly i _ _ silty, non-calcareous. l
- - l TD = 186.5 ft. "
l i 190" HOLE SIZE NX HOLE NO. 904 4 0*"***1 SITE 12/10/73 Amendment 13 1
1 ,l O, O C H , GCEOLP O cwB fN u8 4uLu5 DTLO ROL VOR L sis ano t oiH anno sp ip d1 p anaoa eia 1B 4e oo r s eb "sene7 o s RUEN OREECO U E .V BTERAJ E mdl p ii klvl eyee act cut ckekbe nt c ehk n f 7g fn a ce c da g c dg d/ a y 8 INEV W L,R LI L A N O RWU I C E EA CT R NOT S ierelr I lcd ea n.
. s t d nrvre t. 5i t
. c an se fs o
sfet " ioao N C,ST EN Z E .s ee t rc 0Ng i ir g sas
. l p e t
bl ae l a s in ct rb e nrr g 1r t ,G H AW RO T L E OE VR D E asans st 1
- oal t l t t et ue g d s
i n s. u dn rt cN4i t oX7c EATARAT E VE NR AT N
.A 5 p a 4see w t g s io or o TCEB S Y B W on og 7a d 1i1md 2t 0a oo e ln ebfn CTRL (
1 4 1 1 . fp mat e 7 1 at e .
/ nl e
h fii t w f 7 d li it 4rr E E RR 2% 4) L E 7 4 7 V 0
- t. le r o 8 f ne 7er b s l ct !
ce E 1 f G
- t. t. h f g i O- t. 04 T
"- - ~- - -
s
"~.l- . . . - ~. ) - ~
~ :?-t
- ~- :.
, ~..
f o
- t. e v l- : . t. F 9 9 4 0 L
EG r N og, 7 NE y f D E E ">. H t E P 6 J 1CO 2 L 3mgx P R O T H 2 EL E L E EF 2 AO
*;a 2. S S LE D
R I 9 9 RG SI I.gg U OT L I TC R G N L "mi - E G E E 3 .O D E T D . 9C L B E OI F 2w S B 6 R N O Ig2, T S Y
'E O T G CE M A
( 2 2 P.O8RDOO N G O H T 1 9 0 2 1 2 wg5pg YE EL E K XC L F E E 2 N S 2 2 1 1 & F R D L 3 3 0 5 0 5 0 5
- w.n % M 4 O R
' 0BM 5 I
- ~
~-
. ~- - - } - _ - 2. - - "~ - - - ~- : !- : . , .~. - - ~ .. A K
E L l 8 E fGH
- e. U O L g
J O NR I e F 8 Z H p D RN
- O t
r T 2 L L. OOT S0 I 3 a ' l - E n - PC L SA 7 9 0
,d 1 HL D AL 3
1 4 YA R 2 s7 SSS L C I MD
/ i lf ICIF L ELP MPE _
1 S AI E 0 I T
,t t.
LCA E T S R 55S HCE
/ E OA S a O OMR IN HH 7 n V CT C 3 H d E OIO L TFP A OE O
c B R NN D E K HE L G ET LE A cL l U O E LE OT m e e E n a R ITA I 1 N n _e r O N y D E I OD V Y _N2 E @-.N O - d a . N N - O m l L ' 0 3 1 5F E 1 e 5 T - 0 n 0 C O 5 3 7 5 6 t 5- f 1N'- .lljl il l,
- t. l!ll
SHEET ? OF 6 PROJiCT A.W.VOCTLE NUCLEAR SITE f] g HOLE NO. 505 NOTES > PRESSURE TESTS a ON WATER TABLE w* w 9 z . LEVELS, WATER RE- g$ 5s "2 .: E i h E CLAS!.ilFICATION AND TURN, CHARACTER g=g ag g vi gg w, $ PHYSICAL CONDITION OF DRILLING, ETC. $o gE P " smen _ l 182 40 -
. 45 ..
172 50 . 3 3 3 l
. 55 .
162 60 _
. 65 .
2 _ 152 70 2 _ HOLE SIZE 5 7/8" HOLE NO. sns
' C'"*#*1 SITE 12/10/73 Amendment 13 l
' +
3 6 SHEET OF [' PROJECT A.W.VOGTLE WCLEAR SITE HOLE NO. <ns NOTES > PRESSURE TESTS ON WATER TABLE w5 w _ z . ~ LEVELS, WATER RE- E> !i 5 .: Ej E o CLASSIFICATION AND
" % g "
TURN, CHARACTER a
**=h { ai o @ a:vi gg w w
PHYSICAL CONDITION OF DRILLING, ETC. -
- SAMPLE 142 8 0 _."
1 1
- 1
-- 85 --
132 90 _
. .c l
(m . 95 - 122 10e' 103- - 112 lle- -
\ HOLE NO. Sn5 HOLE SIZE 5 7/8a ceneral SITE 12/10/73 Amendment 1:
A.W.VOCTLE NUCLEAR SITE SH A OF ' HOLE NO. (nt NOTES > PRESSURE TESTS ON WATER TABLE w5 w z . LEVELS, WATER RE- gg 5i .: Ei g E o CLASSIFICATION AND TURN, CHARACTER j=g a; gg w E PHYSICAL CONDITION OF DRILLING, ETC. $* g *:.i ;;; " SAMP2 Water loss 100% - - at 120 ft.
~
~ ~
102 120-125r-. Sampled at 130 - 92 130-no recovery (still ~ in shell) - - t- .- ;
. 13 b. ,
32 149. 4" casing - cased - to 147.0 very tough-~ - 147'-187' CLAY-MARL: Gray to
~
,r marl. greenish-gray, silty very I 146. Spoon sample -- 147,g 1Q calcareous,very Hm weakly no recovery . cemented, massive has hard acd-147.0 - ss 1.4 10002 %- erately cemented nodules, marl l '- ? 15 - - can be broken by.hard finger Broken 2-16" 0 5 5 : pressure, nodules by hard 1 0 10 12 hammer blev. Shell fragments. i
- 100 -
15 10 72 159- in some zones. !
. Water los : out top : 1 152.0 -
of casing 1/2 gm. ; ,
~ ~
154.0 MARL: 3" piece very hard l Broken 2-8" hard marl, light gray, l and soft marl _ 100 : fine grained. I 5 7/8 & NX HOLE NO. snt hd l HOLE SIZE SITE ceneral , 12/10/73 Amendment 13 ; I
9 OF A SHEET A.ti.VOCTI.E NUCLEAR SITE (' PROJECT HOLE NO. sns ( NOTES > PRESSURE TESTS ON WATER TABLE w5 w ! z LEVELS, WATER RE- 5g Ei E Ej j g E o
" CLASSIFICATION AND TURN, CHARACTER OF DRILLING, ETC.
gge 3ooa; @W.: ggg a: _ w w g PHYSICAL CONDITION s _ l 152-157.0 MARL: Medium gray 157.0 - 157- 167 -
~
so light
- gray, hard to very croxen 2-r - hard marl, begins to show 0 5 5 0 10 5 : less coquina.
- 10C -
15 : iface r out top p2 166-
~ *f C**I" 5" -
162.0 . Broken, hard & sof t- - zones. { 10C f
~
166- 178 165" 167.0 : 0 5 5
=
~
- 0 10 10 -
S1'ight core grindi-C, 0 15 5 168.5 - 169.5
- 99 -
20 52 17G-I
- .a ter out t )p of -
cas ing. 172.2 MARL: 1/2" line of 172.0 - broken shell and carbonaccous 3 I "* * '"**"#
- Core lenEth - -
Continues uniform.
- roken 2-14" -
gg 17$_ 137 : Aug 10 - 175 0 5 5 : 177.0 - 0 10 10 -
~
0 15 10 Core length . - 0 20 5 Broken Aug 6-8" : - 25
=
t.'a ter ou ; top 182.0 : of casin ;. Core length 1
$r$ ben ^"I -
~
- 10C g3[
187.0 187.0 SAND: medium grained, dark gray, silty. Sampled 3 ft. with . . . - alcareous. 0 - no recovery in sand: *
-,-n 190.0 Spoon sample . 190. ) ;,2 9
No recovery in : ss 1.4 25-75 16 15 ::;-- ' calcareous, dark gray sand with core - 6 ,[ 4 medium grained, barrel -
~
0 - 9. TH? - 195. ) -!J O NX HOLE NO. sns HOLE SIZE General () SITE 12/10/73 Amendment 1
SHEET 6 OF 6 ' [3 PROJECT A.U.VOCTLE NUCI. EAR SITE HOLE NO. sns ( ,/ NOTES > PRESSURE TESTS 5 ON WATER TABLE w - z Eg E E LEVELS, WATER RE-TURN, CHARACTER w*$ 5 "g 5i g a; E _: yw yg w g " CLASSIFICATION AND PHYSICAL CONDITION OF DRILLING, ETC. *= So Ea - w SAMPLE Spoon sample - as 1.4 68-3: - E d O V 195-196.5 SAND: dark gray, medium grained, non-No recovery - l
- 0 _ jj calcareous, slightly clayey. l
<: e. ,
200.0 : 200. ) M I ! 22 200'::. ) 200 - 201.5 SAND: clean, l Spoon sample - ss 1.4 100=l -f # 5 light gray, medium grained, l nonc alcare ou s. TD = 201.5 ft. p . . , ( . . m HOLE NO. snc HOLE S!ZE NX d SITE ceneral 12/10/73 Amendment 13
c BECHTEL SHEET l_OF 5 ' G EOLOGIC LOG OF DRILL HOLE HOLE NO. 506 m 90 "" A. W. V gele Nuclear Site E ARING PEECT ANGLE FROM HORIZ. 9-14-73 LOCATION NI 146 698 E 621 067 BEGUN COMPLETED 9 73 l 69 ft. TOTAL DEPTH OF HOLE 178.0 f t. 1 OVERBURDEM 92.0 Ft:,_ DEPTH DRILLED INTO ROCK
' 2 ELEV. WATER TA8LE NO. CORE BOXES NO. SAMPLES TAKEN 83% CME 55 CORE RECOVERY (%) FEET 63 ft MODEL & MAKE OFDRILL ,
GROUNO ELEV_ 172.7 ft. HOLE LOGGED BY P. Yen DRILLER Bill Shenlev ,j 1 NOTES g> PRESSURE TESTS g ON WATER TA8LE LEVELS, WATER RE-g* z 2
-i w2
, p z
$ CLASSIFICATION AND PHYSICAL CONDITION i <
CHARACTER OF u ;H m
.g2 _ - silty clay, massive, fine to 3' 7"/4' 3" Core lenget 0 20 5 : medium grained, gray, slightly broken and ground up- 0 25 10 95 - sandy, 84 ~.
Barrel blocked up. 7 0 30 10
- 93-95.5 MARL: is silty, slight Care length 1/4-5" . -"
- 35 5
%.rne 2" . 97 3a _ : sandy clay, gray, has a mottle
*s1 ,ght ] eak o at granular appearance contains 2,10u/5,9n . Core lengp - small broken shell fragment top of c sing.
broken and ground up _ shows same, unsorted bedding, Limestone nodules -- 50 73 100 ,,,,ty , present in this run."~ ~ 95.5 ttARL: becomes uniform 103'0" - 103 - 11' gray clay, slightly silty,
- m derately compacted, fine 2 ' 8"/ 4' 0" . core length- 0 20 5 -
8' * " d ' "" Y D# "" 1/4-8" 25 5 drilling action, brittle, begie Brokenandgrounduh~ 71' 30 10 10g o - t show limestone nodules. Core barrel blocked- - 0 35 10 - marlitselfismoderatelylimyl un. 107' 0 40 5 - is. Discont Lnued and contains occasional shello! and casts. 5'9"/6'0"C ore lengtT , so lo 1/4-8". tes . 103-107 SAND: calcareous. Limestone nodules ; 55
~
c 8Pacted, 63 110 with some grinding. - 2 111.9 3/4 inches thick Isyer l
~
2 *f 'h*****1' 113'0" - 113 125
~
Core length broken: 0 20 5 - 2-18 ','Are rage 4". 100 0 25 5 I n in s s . 0 35 10 Hotg so, 506 HOLE SIZE 5 7/8" & N1
$1TE ce=ral l No loss Dis ntinued test.
12/10/73 Amendment 1
o l 1 0F 5 SHEET ' g A. W. Vogtle Nuclear Site HOLE NO. 506 l NOTES PRESSURE TESTS ' ON WATER TABLE wE z LEVELS. WATER RE- g *s
~ Ig E g
I
" CLAS$1FICATION AND 1
TURN, CHARACTER p{erg s; w a: gg , W PHYSICAL CONDITION ' I 0F DRILLING, ETC. 3e E SAMFQ
- 116.5 MARL: fossiliferous.
No grinding of core 118.0 , 120.0 MARL: non bedded, silty Core length broken - clay , uniform. 2-14" average 5" Very little grindi g 100 53 L202 LIMESTONE: nodules 2-4" thick: 96.8, 97.3, 97.8, 99.0, 107.0, or abrasion. - - 123.0
~
- 123 - 135 : 109, 110, 111.2, 111.4, 111.5, 113.5,117.5,118.0,122.0,123.0, Core length broken -
0 20 5 124.7,126.0,127,1 to 135, ' 2-13" average 6" 0 25 5 136.0, 145.5. t 125.,:_ No grinding of core- 98 0 30 5 " ' 10
- 0 35 -
127.1-135.0 LI!!ESTONE : not
." 0 40 10 128.0 -
No 1< ss, DLsconi inued
- nodular but appears to be
~ E**'
hard, very limy mari, uniform j Core length broken
- light gray, massive, silty. ;
2-16" average 6" - 43 130-- l 100 1 slight grinding at l 127.0 : - l 11 133.0 ,- 133- 145 ,- 138.0-153.0 !!ARL: shows a f l 2 unif rm 8PPearance, f i Core length broken " 0 25 5 ~
- I * * * *#*** ****" *~
2-14" average 6" -- - - 0 30 10 135-- tion,'succeptible to occasiona L l 10C No core grinding 0 35 10 _ mechanical fracture as a resul :
- 40 5 - of drilling action. Massive 138.0 ,-
- slight loss out top .- non bedded, predominantly i
of casing. - gray c1sy. Core length broken : t i 2-14" average 6" -- 33 140-- j 10C No grinding "
- : i 143.0 ; 143 15$ ,- l
~
0 25 5 - Core length broken "- ~ . 3-20" average 12a 0 30 15 10( *0 35 10 14h ! No grinding - ksliglit leakage'past - t
~
148.0 : packor and out ;op ol
- asing. Est imate41 ,
p Core length broken
- 1/2 l lP** -
- 154.5 MARL: shows more lies 3-26" average 12 23 150-. content, broken shells and t
-- 10(
No grinding - _ black specks of 'carbonacesua j
**** * ' **
- 8'" ** *** I 153.0 -
I 153 165 - 2 transition. Corm length broken -" u a a _ 2-20 average 12" 10q 0 -
* 'd 5 note No. 506 i noLE size r General
{
*N ENidI*T3%"gM ggyg 12/10/73 Amendment 13 r i
i
5 5 OF SHEET PROJECT A. W. Vogtle Nuclear Site 506 HOLE NO. NOTES > PRESSURE TESTS ON WATER TA8LE w5 g z . LEVELS, WATER RE- gg 8i O i .: Ei E 3 CLASSIFICATION AND PHYSICAL CONDITION TURN, CHARACTER w h ai gi a E OF DRILLING, ETC. #a S* k( si 8; ;; w C AMPT.M I
- - 157.8. 159.0, 159.4, 159.7, 161.5 large 1/2" thick, salmon No grinding - -
pink layers of shell. 'The 158.0 - marl itself becomes very i Core length broken : : fossiliferous, limy, firm to l 2-12" average 4" 160 - 161.5. 81 Bottom part of run ,. - (in sand) was not ~ Ei . , 161.5-162.0 SAND: gradational' recovered. 163.0 _ ; , contact beginning at 161.5
. with very limy gray-green l '
clay becoming green to dark 9" recovery in sand 2 165; ,yl 15 - . green clay with sand. fE > Becoming slightly silty sand 168.0 ; ;j y at 162.0, slight amount of ! y .; clay. Q.s. 12" recovery in sand- - 163.0 SAND: predominantly fine
-'hj
, ;' grained, non calcareous, silty
- , J ! non plastic, black, uniform.
173.O -i
- ; 1)
-c ;
- 2) i ? 168,0 SAND: as before but "o recovery in san d.~ 1[.[
moderately silty and black.
~""
0 . ?
. . gm 178.0 173.0 SAND: fine to medium S 1.4 400= 3 '.' - " grained, slightly silty to Spoon Sample -
e ean sand, TD = 178.0 ft. Z 18Q. calcareous, chiefly quartz, vitreous, light can color. 181~ 5 190b l . l HOLE NO. 506 l HOLE SIZE NK ceneral l SITE l 12/10/73 Amendment 13
BECHTEL SHEET _1 0{ p HOLE NO. j l, G EOLOGI C LOG OF DRILL HOLE p PROJECT A. v. vontle Nuclear site ANGLE FROM HORIZ. on IEARING - j l V LOCATION N 1. 145. 504.5 E 620.633.5 BEGUN 9-4-73 COMPLETED o-11-71 ' l 67.5 ft. TOTAL DEPTH OF HOLE 101 a ri OVERBURDEN 111 ft-ELEV. WATER TABLE ~ DEPTH DRILLED INTO ROCK NO. CORE 80XES 4 NO. SAMPLES TAKEN 4 hl CME 55 CORE RECOVERY (%)
- FEET 57.5 MODEL th MAKE OFDRILL DRILLER Cleo Ivy 7rrco l P. Yen GROUND ELEV. 211.83 f c. HOLE LOGGED BY
! NOTES > PRESSURE TESTS g L.EVELS WATE RE- N i W I s YS C L 0 Di N Ll'l E .
$jg ci -
l SAMPLE] Casing a 112 ft. -
- 0-112.0 ft. OVERBURDEN: Sand, with 4" casing. -- silt and clay.
Drilled to marl - 112 ft. using 5 7/84" ", l tricone bit, no _ 5- ~ samples. ; 100% water loss at - " 60 ft. Dr'illed with 8 bags. of mud. No cement " 202 10 - used to set easing.-' 100% water return . after casing set.
\ Slight water' loss -" ~ \ in sand,before .
casing set. _." 15
~
~
Encountered shell- .
- U limestone zone with-drill chatter atl 192 20 "
60 ft. . l 2 25 - Began coring at - 112 ft with Long- " year NX barrel. ." -
~
Backfilled to 39 f C - with 6 bags of ". . cement.
- 182 30 -
Solid rectangles . indicate spoon - samples. . ; HOLE NO. 507 HOLE SIZE 5 7/8" S.7e cenermi 12/10/73 Amendmentf 1 1
l r SHEET 2 OF
- PROJECT A.17. Vogtle Nuclear Site NOTES > PRESSURE TESTS ON WATER TABLE w* w r .
LEVELS, WATER RE- g *i .: Eg g E o CLASSIFICATION AND TURN, CHARACTER a: w d yi $ o PHYSICAL CON 0lTION l OF DRILLING, ETC. #=,
- g a: ;; w c ium ,
Water tested at 10 ft. intervals - , with pneumatic ." ." I double packers - - l 12 ft. apart. . . j 1 172 40 .
. 16 2 50 -
c 13 - - N . .
] ~
l - 60 ft. ." 152 60 l " 100% water loss - " - continuous to 111.0" f t .' 100% water ~ return when casing ". l set at 111'. - 7 7 I . T 70 " 142 ,
. . l HOLE SIZE 5 7/a" HOLE NO. 507 l ca=a t j
, SITE 12/10/73 Amendment 13
5 SHEET 3 OF PROJECT A. W. Vogtle Nuclear Site sn7 HOLE NO. NOTES PRESSURE TESTS ON WATER TA8LE w a 5 . . Ei Ey E o CLASS!FICATION AND LEVELS, WATER RE- g .: $ TURN, CHARACTER g ,r g a; , ei gg W w
$ PHYSICAL CONDITION OF DRILLING, ETC. 8 ., o gE ;; S IMPLE
~
~
- 132 80- -
85 -
~
122 9 0. " O
~
Z - 95_~
.~
~
~
112 100 - 5 _- i 2 111.'-180.5' CLAY-MARL: Gray i
~
105-~ to greenish-gray, silty,very ! calcareous, very firm, weakly,:
- to moderately cemented,massiv I has hard moderately cemented i
~
nodules. Can be broken by har;
~
2 finger pressure, nodules brok Began coring 112.0 - to; tiol with nard hammet blow.Shell . 111 -112.5 f ragments in some zones. l
- SS 1.4 10-15 18 12 18 - 111.0' MARL: Clayey. plastic,ge Spoon sample
' ' ' 2 E " # -
112.0 MARL: 5 nodules 1/2-1" ! CORE LENGTH: Broken - 1 diameter in core barrel 0 5 5 - 2-24", average 6". ~. 50 0 10 5 I fj foll wed by non-fossiliferoua washed out some sof1 - 0 is s //s n rt. clav. 0 20 5 HOLE NO. W HOLE SIZE 5 7/8" & NX 0 25 5 t;eneral SITE 1 30 . yater out top of casing. 12/10/73 Amendment
5 SHEET 4 OF (~ PROJECTA.W. Vogtle Nuclear Site HOLE NO. so? ( NOTES > PRESSURE TESTS ON WATER TABLE w= w z LEVELS, WATER RE- 5y 5i 5 .: Ej E g E
" CLASSIFICATION AND TURN, CHARACTER OF DRILLING, ETC.
p* 3 a: 3o
@g gg g a: E w,
" SAMPLE PHYSICAL CONDITION 0 5 5 5 - Very elayey and plastick mod-117.0 -
0 0 10 15 5 5
- erately cemented to 117.0.
CORE LENGTH: Broken - 117.2 LIMESTONE: Nodules to , 1/2-14", average 4" - 0 20 10 117.4. grinding, some line)E 1 25 - water out top- 117.4-119.5 CLAYEY SILT: gray, !
"Odules* -- 85 of casing . - slightly sandy, massive.
- 12: -139 Packer 92
- 120 : 119.5 LIMESTONE: 2" nodule, 122.0 1ec ked, reset -
hard. CORE LENGTH: Broken- l n 122.0 SILT (MARL): moderately and ground up, leav - acc ounte i for
- e mPacted silt (and limestone.
ing limey nodules :
~
125 -137. 3 DP - 1/2-3", average 2"q 10 125 - 0 10
~
0 15 15 15
- 126.0 MARL: Silty, gray, car-127.0 - -
bonaceous, uncemented, easily I CORE LENGTH: Broken- broken. and washed out 1"to . 1 4", average 2". Sof t- 130.0 CLAY: 10" of soft clay, 90 0 35 5 82 130 ~ clay layer washed plastic, gray. out. *
- 132.0 -
4 10 1* 50 5 8'""#811Y ****I"** CORE LENGTil: B roke n-- 'Sligt t lea ( out top of I s 2-12", average 6". car ng dt e to leakate around : 133.5 LIMESTONE: nodule 3" Veryslightgrindind 0-147 . 00,p; eker. 135 ~ 100 135 thick. 0 0 10 5 5 : 134-135.5 Contained 1/2" lime-137.0 5 - stone (limey harder zones). CORE LENGTH: Broken-- 0 15 5 .- 135.5-142.0 MARL: massive. 2-24 , average 7,. - 0 2* 2G 25 10 10 uniform, cray, silty clay. Veryslightgrindini 100 vater leak ed ea< t72 140 " 142.0 LIMESTONE: 3" nodule, j - acker and put ec'p of :asi! Marl becomes more compacted. 142.0 ! 140 -152 - 145-147 LIMESTONE: (marly CORE LENGTH: Broken-- "} 0 10 2 3 4 bed of charcoal. 2-14", average 5". : 2 Some grinding at 0 15 5 148.6, 149.0, 150.2, 150.6 If mestone nodules. -- 95 0 20 10 1451 limestone nodules 2-3 1/2" 0 25 10 - thick. 147.0 : 2* 30 5 - sligt t lea cage ; ast packe.Z
.nd ot t top of ca sing. -
CORE LEN".TH: Broken ,, 152.0 MARL: gray, 2-24 , average 8 . . -162 10C 150 62 If,0 ~ compacted, sandy silty clay, No visible grindinF- 0 5 5
- _ not fossiliferous, massive.
152.0 0 10 5 - 153.1 slight core grinding. 0 15 5 .. CORE LENGTH: Broken; O 20 10 - 2-14, average 6". - 100 0 25 5 2 0 30 10 I 35 p v HOLE SIZE NI O 5 No leakage. Test discontinued. HOLE NO. 507 SITg Cenerai 12/10/73 Amendment 13 l
SHEET
- OF 5
/^ PROJECT A. W. Voetle Nuclear Site HOLE NO. 507 NOTES > PRESSURE TESTS g ON WATER TABLE w5 w - r o
" g LEVELS, WATER RE- Eg 5i 3 .: Ej E cj CLASSIFICATION AND TURN, CHARACTER Ngr g a: 3 vi y5 $ $ PHYSICAL CONDITION OF DRILLING, ETC. 3* g *; - w cAMPYF very slight core .
- 157.0 MARL: Moderately cemente i grinding. -
gray, massive, clayey silt, 157.0 very slightly sandy to 167.6' .i
' CORE LENGTH: Broken . -
average 5". 2-8", Slightcoregrind-} 100 160 -177 159.1 slight core grinding. 52 16 0 ing. - 0 20 5 160.0 Limestone nodule 1" 16 2.0 - 0 15 5 - thick. G B o en o 1 s. D cc ntinu ed t very slight grinding 165.0-177.0 165 ~ 100 0 20 5 : 167.6 slight core grinding 167.0 . 0 25 5 - and marl becomes silty clay, 0 30 10 . uniform, massive. CORE LENGTH: Broken- - No loss. Discc ntinu ed tE 169.0 ?tARL: grades into a 2-34", average 4", no core grinding. slightly silty, well compacted
~
100 42 170 2 plastic clay, massive, uniform
- : gray, 172.0 !!ARL: becoles gray clay, 172.0 -
E very slightly silty in irregu-9 - [V CORE LENGTH: Broken " 1/ 2-24", average 1",- lar beds 1/2-1" thick. E L75 - 175.1 ?tARL: remains clay, gray no grinding. 100
~
but grading into green-black 177.0 -
,- color, only slightly silty.
- 176.0 CLAY: green-black is variable, silty, partly sandy CORE LENGTE: Broken - _
6-30", average 6", at end of run. 32 t80-~ 180.5 SAND: contact. gradational possible core loss - 70 ~ transition from silty clay to in uncemented sand. ~
- silty sand.
182.0 - in3 o j Spoon sample - SS 1.4 100-2 " - r ; j No recovery in sand yp ; 182.0 SAND: coarse, light gray
~
1R4.s :
;; brown and not calcareous.
with core barrel. n L85 .~:. 184.5 SAND: fine to medium Spoon sample - SS 1.4 200=2 " grained, brown-light gray, not
- l ,
calcareous.
,-}
- c. .,y 189.5 SAND: fine, light gray,
." y
~
1" 6 II ', n t Mayey, s u g W y suty. Spoon sample non-calcareous.
. SS 1.4 300= 1 1/2 22 L90-. ?..;;,, .
TD = 191.0 f t. ; . HOLE NO. 507 h V HOLE SIZE uw SITE *aa r =1 12/10/73 Amendment 1.
i BECHTEL SHEET 1 0F < . G EOLOGI C LOG OF DRILL HOLE HOLE NO.10JL_ l PROJECT A. W. Vontle Nuclear sie. ANGLE FROM HDRE. So EARING - COMPLETED 9-4-71 i LOCATIONN 1145 605 E 621 613 BEGUNA 11 71
% fe- TOTAL DEPTH OF HOLE 161.0 f . .
OVER80RDEM 95 fC- ~ DEPTH DRILLED INTO ROCK - 3 I ELEY. WATER TA8LE NO. CORE 80XES NO. SAMPLES TAKEN 100% FEET 56 f t. MODEL & MAKE OFORILL _ CME 55 ' CORE RECOVERY (*/.) DRg(LER Cleo Ivy- LETCO LCGGED 8Y P. Yen GROUNO ELEV190.46 f c. HOLE NOTES g ">. PRESSURE TESTS g 2 CLAS$1FICATl0N AND ON WATER TA8LE g z . * , F $ LEVELS, WATER RE- u m 2 -i w2 5 E J PHYSICAL CONDITION CHARACTER OF mH .r, m 2 g tij w TURN,ING, DRILL ETC. *E
- 3* l* P ,2 w 0 l SAMPLE l Drilled (5 7/8") to" -
0-95.0 ft. OVERBURDEN: mart at 95 ft. : ; Silt, sand and clay. depth. _ Set 4" casing to : :
- i 95 ft. ~
5 bag drilling mud." 5- l used. ; ; ! No cement used. - - Began coring at . 96.0 ft. using - Longyear NX barrel " 180 10 ' - 13 ; _ O
+
l
- 15 -
~
~
20.0 ft. 100% water-loss. - -
~ '
Water tested at ." - 170 20-10 ft. intervals with pneumatic - ; double packers set J ." at 12 ft. spacing. :
~ ~
Backfilled to 30 ft 25-with 5 bags of : :- cement. Solid rectangles -~ 160 30 ~- indicate spoon . sample s.
- -l ,
35 " HOLE NO. 508 HOLE SIZE 5 7/8" SITE ceneral l t 12/10/73 Amendment 13
SHEET ' OF 5 PROJ5CT A W. Vogtle Nucle.ar Site (] HOLE NO. 508 NOTES > PRESSURE TESTS o ON WATER TABLE w" w z LEVELS, WATER RE- E5 5i 5; Ej h E o
" CLASSIFICATION AND TURN, CHARACTER g a: gg w g PHYSICAL CON 0lTION OF ORILLING, ETC. *= oo @ W:
Ea "
- w SAMPLE
~ .
150 40 . 2 . 140 50 2 s - _- 130 60 T _ j _- 120 70 .. HOLE NO. 508 HOLE SIZE 5 7/8" $gyg General ! 12/10/73 Amendment 1
l SHEET 3 OF 5 l A. W. Vogtle Nuclear Site i p PROJECT 503 HOLE NO. NOTES > PRESSURE TESTS ON WATER TABLE LEVELS, WATER RE-w5 8 5i w E fj fg E x . cj CLASSIFICATION AND ' i l TURN, CHARACTER g*g a
@awiE gg w,,, o PHYSICAL CONDITION OF DRILLING, ETC. * $ oa: E w
SAMPLE l l 110 80- l
" ~
95.'-150.8' CLAY (MARL): Gray 8 - - to greenish gray, silty, very
~
calcareous, very firm, massive,
~ weakly cemented.has hard mod-Casing: 4" diametes ~
85 ~ erately cemented nodules. Marl to 95.0 ft. depth. can be broken by hard finger pressure, nodules by hard hammer blow. Has shell frag-ments in some zones.
- 100 90-13 : :
95.0 MARL: Medium gray, limey, hard, weathered at top, very /] Q, / sandy, fine-mediun 9, rained, noderately silty, bearing Spoon sample 2 06- 0 carbonaceous particles and 95 96.0 Bec,n corine. - SS 1.4 35-63 - small black flecks, some CORE LE';GTH: 2 - 14" . - l 97 0-109 .0 - coquina (fossils). Generally excellent- 0 5 5 - 96.0 MARL: Cray varies from recovery. : 0 10 5 : very sandy silt and clay to 100 0 15 10 : silt to fat clay. Varies from
- 0 20 10 90 100-~ sofe 1" seams to massive well 101.0 -
25 Blew packe r compacted. CORE LENGTH: 2-7". - (Lost into shell zcne) - Cores broken easily by the _0P 4 of run shows - - drilling action and is nearly
~
core grinding and - 100 10c-116 DP always broken at the contact l possible loss by 2 - zone. Thin well cemented "C' f 0 5 5 10N " nodular (limestone) inclus. ions 0 10 > - Harl is well compacted to CORE LENGTH: 2 - 19 " . - 0 15 10 poorly cemented. Hard and soft zonesi 0 20 10 2 101.0 MARL: Friable for 8" 100 % pickup last - 25 Blew packe r depth, still noderately sandy.
- 100 run.
Lots into she..I zore 80 110-
- moderately silty. Medium gra:
with black flecks. 111.0 - 101-101.8 Core is soft,
~
thumbprints easily. Slight grinding corg 100
- 104.4 Soft seau.
at 114.8. 105.0 Begins hard earl. flecks 44 26.0 gone. 108.5 3" piece of light l ernv hard mar 1. M14 ehe ammme HOLE SIZE 5 7/8" and NK C 9"i"* HOLE NO. sn8 O SITE ceneral 12/10/73 Amendment 13
SHEET ^ OF 5 (q g PROUECT A. W. Vneel m Er=1sar Miem HOLE NO. 508 NOTES > PRESSURE TESTS ON WATER TABLE w 5 m 5 $; Ej E' LEVELS, WATER RE-TURN, CHARACTER wl* lg e a::i Ns y3 $ w t g CLASSIFICATION AND PHYSICAL CONDITION I OF DRILLING, ETC. j= * ,ga- ;.; w g
)
116.0 - 0 5 5 -
- 0 10 5 : 116.0 MARL: Continues hard medium gray, medium-fine CORE LENGTH: Brokeg- 0 15 10 l
2-15". - - 20 - T grained, sandy, silty, not visibly fossiliferous. )
". 100 Slight leakage out top
- - 1 of casin;.
121.0 7 70 L 20-'- -
~
CORE LENGTH: Brokerr '" l 2-14". T 100
.- 125-137 5 10 0
126.0 - -
. 0 10 10
- I 15 -
I l CORE LENGTH: BrokeE Slight water loss o at 2-10". - 100 top of casing. : ! 1 . 7 60 L 30 -- 131.0 ,
~_ 134.1 MARL: 2" limey material CORE LENGTH: Broken!
streaked with gray carbonace- I 2-15". _ _ 100
- ous material.
l 135-147 136.0 "ARL: Clayey, fine L 3 5 -- 136.0 7 0 5 5
- grained, medium gray, uniform .
0 10 10 0 15 5 - sparsely fossiliferous. CORE LENGTH: BrokeC - 20 - - 2-12". - 10C Sli ght loss of wate r ouE , _- top of casing. 50 L40k 141.0 -
~
142-154 f CORE LENGTH: Broken" - 0 5 5 2-8". " l
- 100 0 10 5
- 0 15 10 ,
20 10 L 4 5 -- 146.0 Slight water loss o it - l top of casing. ,, l CORE LENGTH: Broke:i" T ! 2-26". -
- 100 l
~~ 40 L507 151.0 -
- 150.8 MARL: Begins to become w m., w oin. 4-o ._
2..., more sandy. Big pieces of MARL: 8 1/2" recov-- shell at bottom of run.
.j ::,;
ery. - p -c.(r, l
- -p; ; :a HOLE NO. 508 HOLE SIZE Nx v SITE General 12/10/73 Amendment 15
5 OF 5 SHEET
/'S PROJECT A. W. Vogtle Nuclear Site l
C HOLE NO. 508 NOTES > PRESSURE TESTS l l ON WATER TABLE w5 g z . LEVELS, WATER RE- Eg !i o Ij ; o CLASSIFICATION AND
% g #
TURN, CHARACTER g=
;, ni
;3 o g _::gg g
3 w PHYSICAL CONDITION OF ORILLING, ETC. Ea
" SMTLE l 156.0 Took sppon sample.
156 1.4 '49-51 =2" _ @j 151.7 SANDt Medium grained, medium gray, very slightly SS _, : l : fi silty, non-calcareous. 156-160.0 attempted - - g? l coring (no recovery). yy 160 30 160 ~-;i :, : 160.0 Took sppon - SS g4I- 554-36 -2" -l.' 161.5 SAND: Medium grained, sample. No recovery., - -
,U non-plastic, dark gray to 1.4 50-50 -1" SS l{ B black, not calcareous, slight-ly clayey and silty.
161.5 Took spoon . . sample. _~ 165." TD - 163.0 ft. 170 - ( 33 ! V' - ~~ L802 . J _ L90 " _ HOLE NO. 508 HOLE SIZE NX w/ J . SITE ceneral 12/10/73 Amendment 13
BECHTEL semi 1 o, 5 l GEOLOGIC LOS OF DRILL HOLE MoLI NO. 510 ;
~
A. W. Vogtle Nuclear Site ' PROM ANGLE FROM MOtlZ BEAAING { LOCATION N 1143 047 E 622 353 BEGUN 8/29/73 COWTED 9/l'/73 ! 96 fe. 58 ft. TOTAL DEPTH OF HOLE 183.0tt. OVERBURDEN DEPTH DRILLED INTO ROCK
' 23 ELEV. WATER TABLE g,COtt 00XE5 NO. (TgEN l 85,' '
) FEET MODEL & MAKE OF Delu. _
CORE RECOVERY (t)30. 7 P. Yen GROUND ELEV. 2 ft. HOLE LOGGEO BY DRILLER R- Willi *** B. Shealv LETco NOTES SAMPLE DATA , ON WATER TABLE g , CLA554FICATION AND LEVEL 5, WATER RE- !
- l* PHYSICAL CONDITION TURN, CHAAACTER OF 2f-fg= gi j k k i OtiLUNG, ETC. l ;
- I l $3gpg g 4" casing to 95 ft. 0-96.0 ft. OVERBURDEN: i l sand and clay.
l
~
Drilled to 93 ft.
- l with 5 7/8" tricone - 5" bit. .J .
p Cored through marl " with longyear 10 f t " - NX sampling barrel " making 5 ft. runs.." 221 10_ LonEyear sanple . 53 indicated by open . box. . 15." j Water pneumatictested packers set at double with "." 12 ft. spacing, ; - testing in 10 ft. , , increments. . . 211 20 " ; Used 2 bags of l cement. ; ; Used 6 bags of . . bentonite. .'
- 25 !
Backfilled to 34 ft,' with 5 bags of : : ; cement. ~. This hole tested ." l 201 30-with Henard. pres. -- , sure meter appara- l ; I tus. - } Location of test -- indicated by triangL e symbol opposite foot l ige atrkers . Mole No. 510 t N*O* II* 5 7/8" Unit 4 Reactor ! g Sh t 12/10/73 Amendment 13 t i
SHEET 2 OF 5 PROJECT A. W. Vogtle Nuclear Site HOLE NO 510 NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE. l Ig. . ! E j e
- CLASSIFICATION AND g= j PHYSICAL CONDITION
- TURN, CHARACTER OF DRILLING, ETC.
ga j8 g a E E SAMPLE Hole drilled to 2
- ~
investigate earl only. No samples - - 0-95 fc. - 191 40 " - Numbered rectangles : indicate samples ; ; taken for soils - testing. ~. Starred rectangleE" , indicate samples - taken for general I field data. ; ; Solid rectangles - - indicate spoon ! [ samples. , 181 50 , N . _
~
~
171 60-
~
.~ ..
65
~ ~
161
. 70 .
Hete sit e 5 7/8" Hele No 510 Unit 4 Reactor l site 12/10/73 Amendment '
SHEET 1 or s PROJECT A W. Vogtle Nuclear Site HOLE NO un NOTES SAMPLE DATA ON WATER TA8LE lg. . g f f g g CLAS$1FICATION AND t.EVELS, WATER RE- g gg 1 g g PHYSICAL CONDITION. ga l W* TURN, CHARACTER OF DRILLING, ETC. t 3 l 3 SAMPLE l _- _~ l
~ ~
151 80
~
C Cased to 95.5 ft. - 8Q 93.'-154.' CLAY (MARL): Gray.to with 4" 13 : ~ greenish-gray silty,very cal-casing ; - careous,very firm, weakly cemen
- T ted, massive.has hard moderate-ly cemented nodules.::arl can be broken by hard finger press -
~
141 90 l ure. Nodules broken by hard hamiser Longyear uplit tu,oe. _
- blow. Shell fragments in some tones.
NX barrel began : 93.0 suspected mari contact. O13 coring in 5 ft. run r Spoon sample. e 94.0 94.0 ::.CL: Silty, medium gray, fine grained, calcare-1.4 18-3C-53 ous, contains some carbona-d' 95 - ceous particles and fossili-9 5. C- 137.C
- E ferous.
Core length: - 0 10 5 - 2-16" broken. .- 91 0 15 5 96.2 core grinding is quite 0 20 10 > 1 cronounced. !
- _ .0-MO.0 limy mad Wn 100.0 0 30 15 131 100 inueg 2 shells and casts.
No l'>ss.-esud .scont
- 101.5 shells and casts be-Core length: - - -
come more sparse. Broken 8-30,. 99 3 102.6 7" piece of harder,
- D li"Y **#1*
105.0 LOS - 117.C - 105_- 4 i 0 15 5 ~ Core length: 2-10" 0 20 10
- 108.9-109.2 5" piece of lime-Recovered 49/60 1 0 25 5 .- ;
- 82 0 30 5 - 5 stone.
p -
- 0 35 10 .. 110.0-111.2 LIMESTONE: firm, 110.0 -
0 40 10 121 110 - 6 nodular peices 3/4-1" size. Core length: 2-5" - No 1 ass. les .d .scontinued -
' Recovered 53/60. 2 113.7-115.0 two pieces of Core mechanically ; 90 .- limestone 2" thick, grinding i ground. -
p core on either side. 7
- 115.0 : .- ;, . . , , .
I 5 7/8" and NX 510 ; Hele No site Un i t 4 Reactor 12/10/73 Amendment 13 ;
SHEET 4 OF 5 PROJECT
**"* Y 8*1* ""*1*** 8I** 510 /
i HOLE NO
;G NOTES SAMPLE DATA ON WATER TABLE lgg Ig . 1; f E e CLASSIFICATION AND LEVELS, WATER RE-TURN, CHARACTER OF yg g.a ji 4I [. [g l PHYSICAL CONDITION.
DRILLING, ETC. r E SAMPLE l Recovery 2 ft. - 0 25 5 115.0-120 Limestone nodules Core length; - 0 30 5 - grinding against softer marl. 1/2-2" broken and.~ 40 0 35 10 .- Nodules recovered with rounded ground up in core - 0 40 10 g _ ends, visible shell content barrel. - No loss disec nt: .nued test-
- and noderately hard.
N* 111 12 C - _ 119.1 grinding of core. Core length; Broken 0-2" - - 120-125.0 dirty, shell frag-Barrel filled uitt-i 22 .~ ments, marl chips and debris fallout overnight.- frors above f alling into hole. g- _ 14" of marl core is silty, Core ground up. -
- 125.0 125 -1V
_ plastic and contains shells Core length; - 0 15 5 - and casts. 2-6". - 0 20 5 - 125.0 - 130.0. LT"ESTONE. Average 6". . 100 0 25 10 . 125.3 grinding of core. Broken. - 0 30 15 - 126.6 limestone 2 1/2" thick.
- 25 5 I 8 127.0 linestone nodule 1" 130.0 -
*'la i er Icahr go 101 130 -
enick. 7 9 127.2 limestone nodule 3" Core lengt..; - put pccker anc
~
2-7" cut top cic asd ng. - thick, e ?.verage 6'. - abot t 3GP:1. 128.0 linestone nudule 2" 3roken. 100 - thick. (- I 10 12S.5 slightly more sandy 135.0 E'S - 135-l'. 7 . 0 _
..arl, nassive, faintly bedded Core length; - 0 20 5 L35 - in part.
2-32". : 0 25 10 : 130.0 limestone nodule 1" Average S". 0 30 10 thick. 100
- 35 10 11 130.1 - 130.2 slight grinding
- Jo grinding seen. - - -
~ ""
*S1 gl.t l eal (: -3G P:: ) of core.
140.0 - pas: packar ani 91 140 -
- (132.1 limestone nodule.)
Care lengen; - cut top o fcasi .g . - 132.7 slight grinding of core. Droken 3-24" w i-l u ~_ 133.9 slight grinding of core. 20 133.6-134.0 hard linestone, Average 15" _ 100 0 5 '~ No grinding seen. T- 0 25 10 _ massive. 0 30 10 @ 12 1.35.0 MARL: gray, massive, 145.0 -
- 35 5 - uniform, silty clay, barely
- *S]ight Leakcut to )14 5,-. indents with fingernail to Core length; of c asing past packe - -
144.0. I Broken or f racture+ approxima :ely J GPM. - 145.0 "ARL: becomes harder and I 100 I more resistant to fingernail 2-30". _ Average 9". pressure,slightly more limy 150.0 81 150! 13 to 150.0. Core length; ; ; 150.0 MARL: Silty clay, Broken 4-30". - - more small
~
i Average 24". .~ 100 . specks of black carbonaceous
~
j "'atter, becoming slightly morc No grinding.
- - 14 yellow-gray than previous run.
NX 510 H'i' N' Hele Sits Unit 4 Reactor, sue 12/10/73 Amendment
p' SHEET
- OF
- PROJECT A.W. Vogtle Nuclear Site i- HOLE NO m NOTES SAMPLE DATA ON WATER TABLE lgg Ig. = 5 h (= *
- CLASSIFICATION ANO y* g.a gi LEVELS, WATER RE- g g PHYSICAL CON 0lTION*
TURN, CHARACTER OF = .*
= "
ORILLING, ETC. y a SAMPLd 153.0 occasional .5-1.0.r: No recovery in
~
- 1. nnd grains and larger shell sand. .
fragments becoming^nore O numerous to 154.0.
" .^ -
160.0 7 ,' 154.0 SMm: contact is grad-ational t.ith clay and silt 1.4 10M
.' :o. Sample .
SS grading to sand, color change
!!o recovery ,- o from gray to green-gray.
I I 160.0 SMm: Light gray, fine 163.0 165.0 to nediun grained, slightly 16 r, . silty, non-calcarcous, non-
- ~
'p xn .4 2 .p . ? i3 1.4 4*1= 3" -
plastic. 3 21/ 2 - 165.0 SM:D: light .aray, fine no recovery - 0 - to nediu graine ', naisive.
! ! slightly :nity, een-plastic, 1M. ' - 170.0 ,,. , 17,-
- non--calcareous.
*ip:o, < :npl.: :: ' ' '. X 3 2 170.0 SN:D: Black, slightly Core reco.ery.
. silty, alightly clayey, fine
- 3 - to =edium grained, non- -
s"/ - - calcarcous, non plastic, l
. : assive, non-bedded.
17 5. r. ~ 17 C.1 - ' Core recovery.
- I 175.0 Sr:D: Black, fine grained, clayey, non-calcareous ,
2 l '. .! '. plastic, not co .pacted, massive . 130.0 -
~
e i 51 180 - 180.0 SM D: Clayey, fine i Core recovery. ; I grained, slightly plastic, nassive, non-calcareous,
.- 2 : black to 185.0.
18 _. 185.0 ( I *
. 181_
TD = 185.0 ft. -
. 190.
- 510
.... m. ......
Sit.t'ntt 4 'teactor. I 12/10/73 Amendment 13
BECHTEL shui l or 5._ HOLE NO. 513 ( GEOLOGIC LOG OF DRILL HOLE 90 BEARING PROJECT A. W. Vontle Nuclear Site ANGLE FROM HORIZ LOCATION N 1142 940 E.622 640 SEGUN 9-4-73 COMPLETED 9-17-7'l 61.5 ft. TOTAL DEPTH OF HOl1 178.0 fe. OVERBURDEN 86 ft. - DEPTH DRILLED INTO ROCK 4 ELEV. WATER TABLE NO CORE BOXE5 NO. SAMPLES TAKEN 2.4 FEET 56.f5 f t. MODEL & MAKE OF DRILL Acker 92I CORE RECOVERY GROUND ELEV. g.21 1c. HOLE LOGGED BY P. Yen DRILt.ER Smiley - LETCO NOTES SAMPt.E DATA ON WATER TABLE 5 CLA551FICATION AND l 5 y y = g j g ' LEVELS, WATER RE- ga g3
- PHYSICAL CONDITION TURN, CHARACTER OF =g lE ; }0 g 8
3 DRlLLING, ETC. Y* ** a7' 2
- Y l SAMPLE l 0-86.0 f t. OVERBURDEN:
Set 4" casing to
; sand and clay.
87'. ." Drilled with 5 7/8"; 2 tricone bit from - surface to 87 ft. _" . 5'
*ored 88.0-148 ft. . .
depth in marl using- ,- Longyear NX sampler- , barrel. .
~
- 210 10."
This hole used for ; ; Mena'rd Pressure - 8 \ Meter Testing. .' - Location of test indicated by triangle symbol opposite 15-footage marker. . Three bags of .~ ." cement used to , grout easing. .
~
This hole was 200 20."" water pressure . tested with pneu- - matic double packer" .' at 12 ft. spacing . . and at 10 ft. in-crements. - - 25-Backfilled to 30 fts '
~
with 5 bass of . cement. _
~
190 30' -
~
~
I : M*le No. 513 1 Hele $1:e 5 7/8" g Unit 3 Reactor l 12/10/73 Amendment,{
r
?
SHEET 2 OF 9 ! P8tOJECT A. W. Vogtle Nuclear Site hot.E NO 513 l NOTES SAMPLE DATA ON WATER TABLE Ige = li ! [g g CLAS$1FICATION AND 4 i LEVELS, WATER RE- - y .f. .g =a [3 j a PHYSICAL CONDITION. ! TURN, CHARACTER OF DRlLLING, ETC. r [(. 1 SAMPLE j Numbered rectangle
~
2 l indicate samples _ taken for soils - testing. - , Starred rectangles ~ ; indicate samples -- 180 40 '" ; taken for general - - field data. Solid rectangles _ _ indicate spoon - samples.
- 45 :
7
~ l 170 50 ~ _ ,
- 55 - ,
- ,}}