ML21179A104
| ML21179A104 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 06/15/2021 |
| From: | Southern Nuclear Operating Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21179A130 | List:
|
| References | |
| ND-21-0486 | |
| Download: ML21179A104 (229) | |
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{{#Wiki_filter:VEGP 3&4 - UFSAR Appendix 2.4AObservation Well Installation and Development Report (Excludes contents of report Appendix J) Prepared by Earth Sciences and Environmental Engineering, Technical Services, Southern Company Generation November 2005 2.4A-1 Revision 0
Vogtle ALWR ESP Project Fnal Data Report ES1374 (J VOGTLE ALWR ESP PROJECT FINAL DATA REPORT ES1374 Prepared By Earth Science and Environmental Engineering Technical Services Southern Company Generation November 2005 Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. This document contains the proprietary, confidential, andJor trade secret information of Southern Company Services, Inc.; its parent; and affiliates ("System Companies") or of third parties from which SCS ha.. received a right to use the infonnation. It is intended for use solely by employees of the System Companies or authorized third parties. Any unauthorized possession, distribution, duplication, dissemination, disclosure, or other use of the document, or any portion thereof, is prohibited. 2.4A-2
Vogtle ALWR ESP Project Fnal Data Report ES1374 VOGTLE ALWR ESP PROJECT FINAL DATA REPORT Prepared By Earth Science and Environmental Engineering Technical Services Southern Company Generation November 2005 Steven c. Bearee Reviewer Georgia Professional Geologist No. 1268 2.4A-3
Vogtle ALWR ESP Project Fnal Data Report ES1374 IJ TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 SURVEYING SERVICES 3.0 UNDERGROUND UTILITY DETECTION 4.0 DRILLING AND SA~IPLING 5.0 GROUNDWATER OBSERVATION WELLS 6.0 SAMPLE STORAGE AND DISPOSAL 7.0 LABORATORY TESTING 8.0 SITE CLEAN UP 9.0 SITE PHOTOGRAPHY APPENDICES APPENDIX A DATI...Y FIELD LOGS APPENDIXB WEEKLY FIELD LOGS APPEMDIXC SURVEY APPENDIXD FIELD INSTRUMENTSIEQUIPMENT APPENDIXE BORING LOGS APPENDIXF ABANDONMENT FORMS AND AS BUTI...T WELL CONSTRUCTION LOGS APPENDIXG WELL DEVELOPMENT FORMS APPENDIXH WELL INSPECTION FORMS APPENDIX I LABORATORY DATA APPENDIXJ SITE PHOTOS ,,~ Copyright© 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A-4
1.0 INTRODUCTION
This report presents the information specified in the Bechtel Corporation (Bechtel) document titled Technical Specificationfor Groundwater Well Installationfor Southern ALWR ESP Project, Burke County, Georgia (Bechtel Specification Number 25144-002-3PS-CYOO-00002-000). This work occurred from May 24 through June 17,2005. Southern Company Generation provided field supervision, technical consultation, and drilling subcontractors under the technical direction of Bechtel and SNC ESP Project. Daily and weekly logs were developed during the project. These are respectively included in Appendices A and B. 2.0 SURVEYING SERVICES The final well survey was provided by Georgia Power Land Engineering Group, Atlanta, Georgia, following the conlpletion of the well installation program. A new survey was also performed for the existing wells to be used in the project. Qualified land surveyors performed the survey and met all survey requirements of the State of Georgia. The horizontal survey was based on the plant grid system and converted to the State of Georgia coordinate system of northing and easting. The survey originated at a benchmark established for Plant Vogtle. Ground surface elevations were based on the 1927 National Geodetic Vertical Datum (NGVD). The horizontal survey meets the third-order accuracy (l :5000) and the elevation survey is accurate to at least the nearest one-tenth of a foot. This survey data is included in Appendix C. The locations of the boreholes were determined by SCS and Bechtel using a hand held GPS unit. The proposed well layout coordinates are from existing distribution system layout drawings provided by Georgia Power. 3.0 UNDERGROUND UTILITY DETECTION A survey to locate underground utilities was completed before the drilling work began at the site. The survey was completed by Mr. John Lattner, Vogtle Engineering, on May 23, 2005. All locations were clear of obstructions with the exception of OW-I009, which was offset to avoid fire protection water and electrical lines. 4.0 DRILLING AND SAMPLING The drilling program began on May 24,2005. Drilling was perfonned by: Kilman Brothers, Stone Mountain, Georgia; Greene's Water Wells, Inc., Gray, Georgia; S&ME, Inc., Blountville, Tennessee; and Prosonic Corporation, New Ellenton, S.C. A list of the equipment used on site during the investigation is included in Appendix D. Copyright 2002, Southern Company Services, Inc. All rights reserved 2.4A-5
Vogtle ALWR ESP Project Foal Data Report ES1374 Drilling initially used both 3-114" ill and 4-1/4" ill hollow-stem augers (HSA) using Central Mine Equipment (CME) drill rigs. After discovering the 3-1/4 11 HSAs were too small to adequately set a well, all shallow aquifer wells were drilled, sampled, and set using 4-1/4 11 ill HSAs. In addition to conventional drilling procedures, rotosonic drilling was provided by Prosonic. This drilling technique uses high-frequency resonant energy. This resonant energy is transferred down the drill string at various sonic frequencies to provide a continuous relatively undisturbed core sample. SCG recommended this method due to the depths necessary for deep well installation, difficult drilling conditions for the conventional equipment as well as its increased speed of drilling. Soil samples were collected through the hollow stem augers at 5 foot intervals using standard 2' split-spoon samplers, driven 18" by a standard 140 pound hammer or approved automatic hammer. Samples were logged on the site and representative portions were placed in 8-ounce glass sample jars labeled with the sample number, boring number, date, depth, and standard penetration test (SPT) data, including n the number of blows over a one-foot sample interval. Bag sampling of representative portions of the continuous 4" rotosonic core samples proceeded at the same 5-foot intervals as the spoon samples. The rotosonic, grab-sample intervals are correlative to the SPT sample intervals. The rotosonic samples were double-bagged and labeled with the same information as the SPT samples, except for n. The complete soil boring logs are included in Appendix E. Due to the initial use of incorrect auger size (3-1/4" ill HSA) for some of the initial wells, some holes were cement-bentonite grout abandoned and new holes were drilled, generally adjacent to the original borehole. The abandoned holes are labeled as 4A' (for example, OW-I002A). The borehole abandonment forms and well construction details are included in Appendix F. A brief description of the drilling and sampling for each location follows. OW-IDOlA Boring OW-IDOlA was started and completed on May 25, 2005. The borehole was drilled to a depth of 100' with 3-1/4" ill HSAs by Greene's. It was determined that the auger size was incorrect for the installation of the pre-pack well screen. No boring log was created for this hole since OW-I002A, located adjacent to the hole, was logged from the surface to 108.5 feet below ground surface. The hole was abandoned and grouted by S&ME on June 5, 2005. OW-IDOl Shallow well OW-IDOl is installed approximately 10 feet from boring OW-IDOlA. Drilling on this hole continued from May 24 to May 29,2005. No log was created for the upper portion of this hole since the adjacent boring OW-1002 was logged from the surface down. This boring was completed by Greene's to a depth of 140 feet and logged by an SCS geologist from split-spoon samples. Shallow well OW-IDOl is installed in this boring. 2 Copyright 2002, Southern cor6p'M}y-,S'ervices, Inc. All rights reserved
Vogtle ALWR ESP Project Fnal Data Report ES1374 OW-1002A Boring OW-1002A was drilled on May 24 and 25,2005. The borehole was drilled to a depth of 108.5' with 3-114" ill HSAs by Greene's. The hole was logged by an SCS geologist from split-spoon samples. It was determined that the auger size was incorrect for the installation of the pre-pack well screen. The hole was abandoned and grouted by S&ME on June 5, 2005. OW-1002 Boring OW-1002 was started on June 2 and completed on June 6, 2005 by Prosonic. The borehole was drilled to a depth of 237 feet. The hole was logged by an SCS geologist from continuous 4" samples. Deep well OW-1002 is installed in this boring. OW-lOOl and OW-l002 are a well pair. OW-1003A Boring OW-1003A was started and completed on May 24,2005. The borehole was drilled to a depth of 88.5 feet with 3-114" ill HSAs by S&ME, Inc. The hole was logged by an SCS geologist from split-spoon samples. It was determined that the auger size was incorrect for the installation of the pre-pack well screen. The hole was abandoned and grouted by S&ME on June 5, 2005. OW-1003 Boring OW-1003 was started and completed on May 25, 2005. This boring was drilled approximately ten feet south of OW-1003A with 4-114" ill HSAs by S&ME. No log was prepared for this hole due to the proximity of OW-1003A. The hole was drilled down to 90.5' with no sampling and shallow observation well OW-1003 was installed. OW-1004 Boring OW-1004 was started on June 3 and completed on June 11,2005. The boring was drilled to a depth of 187 feet by Prosonic and logged by an SCS geologist from continuous 4" ill samples. Sampling in this boring began at 87' since OW-I003, the adjacent shallow well, was sampled to 88.5' feet. Prosonic had to shut down from June 4 to June 8 for training. Deep observation well OW-1004 was installed. OW-I003 and OW-l004 are a well pair. OW-1005A Boring OW-1005A was started and completed on May 31, 2005. The auger boring was drilled to depth of 75 feet with 3-114" ill HSAs by Kilman. It was determined that the auger size was incorrect for the installation of the pre-pack well screen. This well was abandoned and grouted by S&ME on June 5, 2005. The hole was logged by an SCS geologist from samples collected in jars at the time of boring. 3 2.4A-7 Copyright 2002, Southern Company Services, Inc. All rights reserved
Vogtle ALWR ESP Project Fnal Data Report ES1374 OW-1005 Boring OW-1005 was started on June 2 and completed on June 7,2005. Due to the incorrect size of the augers used at OW-1005A, this new hole was offset approximately 10' from that boring. The boring was drilled to 170' with 4-1/4" ill HSAs by S&ME. No sampling was performed in the upper portion of the hole due to the proximity of OW-1005A. The hole was logged by an SCS geologist from split spoon samples from 68.5 feet to 170.0 below ground surface. OW-1005 is installed in this boring. OW-1006A Boring OW-1006A was started on June 3 and completed on June 4,2005. This boring was drilled to 125' by S&ME with 4/1/4" ill HSAs. The hole was logged by an SCS geologist from split-spoon samples. This boring was abandoned due to a shOltage of augers. Additional augers necessary to reach the marl unit could not be brought onsite quickly and the potential for HAS deviation in the existing hole warranted a decision to start in a new hole when sufficient augers were available. The hole was abandoned and grouted by S&ME on June 5, 2005. OW-1006 Boring OW-1006 was started on June 9 and completed on June 14,2005, by S&ME. No sampling was performed in the upper 118.5' feet due to the proximity of boring OW-1006A which was taken to 125'. No standard penetration tests were obtained from this hole due to drilling problems. The split-spoon sampler was pushed to collect samples. Shallow well OW-1006 is installed in this boring. OW-1007 Boring OW-1007 was started on June 4 and completed on June 8, 2005. The boring was drilled to 122 feet by Greene's with 4-1/4" ill HSAs. No sampling was performed in the upper 98.5' due to the proximity of boring OW-1008 which was logged down to 105' by an SCS geologist from split-spoon samples. Shallow well OW-1007 is installed in this boring. OW-I008 Boring OW-I008 was started on May 31 and completed on June 1, 2005. The upper portion of the hole was drilled by Kilman with 3-114" ill HSAs to 105 feet and logged by an SCS geologist from split-spoon samples. The remainder of the hole was drilled by PROSONIC to a depth of 247 feet. The lower portion of the hole was logged from continuous 4" ill samples. Deep well OW-I008 was installed in this boring. OW-l007 and OW*l008 are a weD pair. OW-1009 Boring OW-1009 was started on May 24 and completed on May 25, 2005. The boring was drilled by S&ME with 4-1/4" ill HSAs to 100' and logged by an SCS geologist from split-spoon samples. Shallow well OW-1009 is installed in this hole. 4 2.4A -SerVIces, Copyright 2002, Southern Company 8 . Inc. A11 ng
. hts reserve d
Vogtle ALWR ESP Project Fnal Data Report ES1374 OW-lOlO Boring OW-lOIO was started and completed on June 1,2005. The boring was drilled by S&ME with 4-114" ill HSAs to 93.5 feet and logged by an SCS geologist from split-spoon samples taken to 95 feet. Shallow well OW-IOlO is installed in this hole. OW-lOll Boring OW-lOll was started on June 11 and completed on June 12,2005. The boring was drilled by Prosonic to a depth of 217 feet and logged by an SCS geologist from continuous 4" ill samples taken from 87 feet to the bottom of the hole. Sampling of the upper 87 feet was not performed in this hole due to the proximity of OW-lOI2, which was sampled and logged from the surface to 93.6 feet. Deep well OW-lOll is installed in this boring. OW-IOI2 Boring OW-I012 was started on May 31 and completed on June 1,2005. The boring was drilled by S&ME with 4-1/4" ill HSAs to 93.6 feet and logged by an SCS geologist from split-spoon samples taken to 95 feet. Shallow well OW-1012 is installed in this hole. OW*IOII and OW*IOI2 are a well pair. OW-IOI3 Boring OW-I013 was started on June 9 and completed on June 10,2005. The boring was drilled by S&ME with 4-1/4" ill HSAs to 103.5 feet and logged by an SCS geologist from split-spoon samples taken to 105 feet. Shallow well OW-IOOI3 is installed in this hole. OW-I014 Boring OW-1014 was started and finished June 11,2005. The boring was drilled to a depth of 197.4 feet by Prosonic and logged by an SCS geologist from continuous 4" samples. Sampling in this boring began at 97 feet since OW-1015, the adjacent shallow well, was logged to 88.5 feet. Deep observation well OW-I014 was installed in this boring. OW-lOIS Boring OW-lOIS was started May 30 and completed June 3,2005. The boring was drilled to 120 feet by Greene's with 4-114" ill HSAs. The boring was logged by an SCS geologist from split-spoon samples. Shallow observation well OW-lOIS was installed in this boring. OW*IOI4 and OW-tOtS are a well pair. 5 2.4A-9 Copyright 2002, Southern Company Services, Inc. All rights reserved
Vogtle ALWR ESP Project Fnal Data Report ES1374 5.0 GROUNDWATER OBSERVATION WELLS Fifteen wells were installed at the site between the dates of May 26 and June 15,2005. Twenty-two observation wells were previously installed. Details of the new wells are provided in Appendix F. Table 5-1 summarizes this data. Table 5-1 Observation well construction details OW-lOOl 5/29105 230.854 233.494 2 0.01 133 10 121 - 130 109.724- shallow 100.224 OW-1002 6/6/05 227.442 230.502 2 0.01 237 10 219 - 229 7.812 - deep (-)2.188 OW-1 003 5/26/05 223.044 226.284 2 0.01 90.5 10 75.5 - 146.914 - shallow 84.8 137.614 OW-1004 6110105 222.92 225.671 2 0.01 187 10 153.25 - 69.04- deep 163.26 59.04 OW-1005 617105 264.389 267.289 2 0.01 176.8 10 157.3 - 106,459 - shallow 167.3 96.459 OW-1006 6/14- 223.044 226.284 2 0.01 135.5 10 116 - 126 110.491- shallow 15105 100.491 OW-1007 617105 216.91 219.96 2 0.01 120 10 102- 114.28 - shallow 111.5 104.28 OW-1008 611105 216.65 219.71 2 0.01 247 10 230-240 (-)13.98 - deep (-)23.98 OW-1009 5127/05 220.887 223.647 2 0.01 97.9 10 84-94 136.257 - shallow 126.257 OW-lOlO 6/1/05 216.895 219.905 2 0.01 94.8 10 73.3 - 142.965 - shallow 83.3 132.965 OW-lOll 6/13/05 205.785 209.043 2 0.01 217.6 10 200.6 - 4.555 - deep 210.6 (-)5.445 OW-10l2 611105 205.355 208.684 2 0.01 93.5 10 74.0- 130.725 - shallow 83.4 121.325 OW-lOB 6110105 216.869 219.809 2 0.01 L03.5 10 83.5 - 132.775 - shallow 93.5 122.775 OW-1014 6/11105 220.867 223.856 2 0.01 197 10 182 -192 38.237 - deep 28.237 OW-1015 6/3/05 220.427 223.157 2 0.01 120 10 93 - 103 126.797 - shallow 116.797 All new wells and the inactive wells were developed by S&ME, Inc. Well development forms are included in Appendix G. The existing wells were also inspected by SCS and Bechtel. Well inspection forms are included in Appendix H. Water level measurements are being performed by the Plant under its existing Quality Assurance Program. 6 Copyright 2002, Southern Co~p1fni SJ?:vices, Inc. All rights reserved
Vogtle ALWR ESP Project Fnal Data Report ESI374 6.0 SAMPLE STORAGE Soil samples collected from split-spoon and continuous sampling are stored onsite. Glass sample jars were used for split-spoon samples and zip-lock bags were labeled and double-bagged for the continuous 4" samples from the Prosonic rig. All samples, with the exception of those sent to the laboratory for analysis, are stored in a secure building within the plant site. 7.0 LABORATORY TESTING Soil testing for selected samples was assigned by Bechtel. The samples were collected and delivered to the Southern Company Generation Construction Field Services soil laboratory in Alabaster, Alabama. Soil classification tests with hydrometer were performed. The laboratory results are presented in Appendix 1. 8.0 SITE CLEAN UP Site clean up to the plant's satisfaction was performed by the drillers. 9.0 SITE PHOTOGRAPHY Digital photography of the site investigation is included as a courtesy, although the specifications did not require this work. The photographs (Appendix J) of the site investigation include selected soil samples, equipment, and site conditions. 7 Copyright 2002, Southern Cofu~§hy ~~rvices, Inc. All rights reserved
Vogtle ALWR ESP Project APPENDIX A DAILY FIELD LOGS
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'\J Copyr;ght© 2005, Southern.Company Services, Inc. All Rights Reserved. 2.4A - 12
Vogtle ALWR ESP Project Daily Field Log 512412005
- Started OW-I002A (Greene).
- Started OW-1009 (S&ME)
- Started OW-1003. Drilled to 88.5' with 3-114" ID HSAs.
512512005
- Completed OW-I002A. This hole was abandoned due to incorrect auger size.
- Drilled to 100' at OW-IOOIA. Abandoned this hole due to incorrect auger size.
- Continuing at OW-1003 with 4114" ID HSAs to bottom of yesterday's 3-114" ID HSA borehole. Restarted sampling at -75'. Completed OW-I003.
- Well at OW-I 003 offset 10' due to 10' of cave-in in boring. Drilled down without sampling. OW-1003 well installation notes attempting to set pre-pack in open hole
- S&ME development crew standing by for direction.
- Kilman crew dropped supplies by OW-I003. OW-I002 and then heading to OW-1008. Had to standby till-2 o'clock while well was relocated due to accessibility. Kilman did not bring enough HSA and rod to complete holes
- Greene sampled OW-1002Ato 115'. Offset and drilled OW-1001 A since no well materials were available to set well at the time. Wrong size augers were used. Had to pull out and re-drill with correct 4-1/4" ID HSAs. Greene not able to grout up hole since they did not have necessary equipment
- Continue sampling on OW-1009 (S&ME). Equipment breakdown in coquina.
) 512612005
- Started OW-IOOI (Greene). Thin bed of hard crystalline limestone at 100' and again at 110'.
- Completed OW-I003 (S&ME)
- Development team completes 803A and 809 5127/2005
- Completed OW-1009 (S&ME)
- Development team pump burns out
- Completed OW-iOOl except grout installation 512812005 OFF 512912005
- Greene moves chemical grout pump to OW-iOOI. No grout delivered so grout taken from OW-I003 (6 bags). 2 additional bags brought in and 1 bag CETCO Super GeL X. Grouted hole up to 70' 5/3012005
- Intermittent rain
- Started OW-lOI5 (Greene) 5/3112005
- Kilman at OW-1005. Drilled to 78.5' and encountered flowing sand
- Intermittent rain. Hard rain set in by 3:00
- Sand up in augers at OW-lOIS. Continuing on this hole
- Prosonic onsite. Tom Moorer walked them through security. Brought only 150' drilling capability but sent helper to get additional tooling to reach 300'.
- Discussed vibrations from Prosonic rig on plant equipment with Don Moore..
He did not see need for additional cales to proceed
- Green successfully cleans auger and took 98.5 to 100' sample.
- Discuss number swap on well labeling with Louise Headland
- Started lower portion OW-I008 (Prosonic)
- Started OW-IOI2 (S&ME) 5/31/2005
- Showed location for OW-1006 to Kilman. They request road improvement 6/1/2005
- Started OW-1002B (Prosonic)
Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A-13
Vogtle ALWR ESP Prolect
- S&ME drilling OW-I012. Well completed
- S&ME drilling OW-IOlO.
- Development completed on 804, 805A, 853, 854, 856 6/2/2005
- Prosonic continues with OW-1002
- Completion of OW-IOlO. Well is accidentally lifted during grouting but returned to planned depth. Bechtel approves well as is.
- S&ME moves to OW-I005. Kilman drilled original OW-I005 but pulled out.
Well abandoned by S&ME. Cable broke and grazed S&ME Ted's shoulder. Ted declined emergency room visit
- S&ME second rig moves to OW-1006
- Development completed on 27, 850A 852, 855 6/312005
- OW-I002B completed (Prosonic)
- Started OW-1004 (Prosonic)
- OW-1 005B and OW-1 006A started by S&ME rigs. Out of auger on OW-1005 at -3 pm.
- OW-IOI5 completed (Greene)
- Development completed on OW-1003, OW-lOO9, OW-IOIO, OW-I012, OW-1015 6/412005
- Greene encounters difficult drilling at 105'. Had to retool for mud to stabilize borehole and clean flowing sand from HAS
- Surface completion by S&ME at OW-1002'
- Prosonic leaves site for training
- OW-IOI5 surface completion by S&ME
- Started OW-I 007 (Greene) 6/512005
- OW-1001 A abandoned by S&ME
- OW-IOOI and OW-1006 surface completion by S&ME
- OW-1 002A abandoned by S&ME
- OW-1003A abandoned by S&ME
)
- OW-1005A abandoned by S&ME OW-1 006A abandoned by S&ME 6/612005
- Started 1007 (Greene)
- Development completed for OW-1001
- GPS locations taken for new wells
- Drillers report using 32 bags of grout in OW-1001 on top of 70 feet of grout already in hole. This shrank to about 20' bgs and additional 10 bags were used to top it off. S&ME used a total of 120 bags to abandon OW-IDOlA, OW-I002A, and top offOW-lOOI and OW-I002 6n12005
- OW-1005 completed (S&ME)
- OW-I007 completed (Greene)
- Conversation with Bechtel to confirm using Schedule 80 PVC in holes over 100' , due to inability to insert well pumps. Southern Co expresses concerns about representativeness of water table conditions at OW-1001 and multiple saturated zones in OW-1005 and OW-1006.
- Attempted to rig a 'stand off on water level meter to aid in getting reliable water level measurement down PVc. Capillary attraction making reading difficult in 1008 and other deep wells. 'Stand-off initially worked but then held water, which continuously trickled over GeoSlope probe thus negating its usefulness.
- Bechtel calls to say OW-lOOl appears to be OK because of recovery and another well and boring are not required there 6/812005
- OW-1006 assigned to Greene
- OW-013 assigned to S&ME 6/912005
- OW-1006 started (Greene)
- Started OW-1013 (S&ME) 6/1012005
- OW-I006 continues Copyright© 2005, Southern Company Services, Inc. All Rights Reserved.
2.4A - 14
VogtIe ALWRESPProJect .
- OW-1013 completed (S&ME) 6/1112005
- OW-1014 started and completed (Prosonic)
- OW-1011 started (Prosonic) 611212005
- OW-lOll completed (Prosonic) 6/1312005
- OW-1004 surface completion (S&ME development team)
- OW-lOll surface completion (S&ME development team)
- OW-IOI4 surface completion (S&ME development team)
- OW-1006 continues 611412005
- Development completed on OW-I002, OW-I004, OW-1 007, OW-I008, OW-IOII,OW-I014
- OW-1006 completed 6/]5/2005
- Development completed on 142, 179,27, OW-1005, OW-lOB 6116/2005
- OW-1006 surface completion and development (S&ME development team)
- Inspected wells LT-IB, LT-12, and LT-7A. Made note of depth to water and bottom of wells. No redevelopment recommended
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I~ Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 15
Vogtle ALWR ESP Project APPENDIXB WEEKLY FIELD LOG ) Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A-16
Vogtle ALWR ESP Project Weekly Field Log EIImill~IEimlIll _ Tuesda Wec:lnesda Thursda Frida -~~ --~ Wedn9Sda Thursda Frida Saturda Monda Tuesda Wednesda Thursda Frida Saturda Sooda Monda Tuesda Wednesda Thursda Wei Pur ose Status Driller 24-May-OS 2S-Uay-O 26-Mlly- 27-M1Y-0 l-JUl\*05 7*Jun*05 lo-Jun-05 13-~-i)5 15*Jun-D OW* 100' Shallow Com Jeted Greene OW-,OOlA Shallow Abandoned Kilman OW*1002A Shallow Abandoned Greene OW-1D02 Dee Com led Prosonic OW-'D03A Shallow Abandoned S&METlm OW*,003 Shallow Com led S&ME TIm OW*1oo4 Star18d ProsonlC OW*'OO5A Sha~w Abandoned Kilman III OW*loo> Shallow Com eled S&ME Ted OW-1006A Shalow AballOoned S&METim OW*l006 She-low Located Greene OW*loo7 Shallow Com leted Greene OW*1008 Doo C leled KiinanlProsonic" OW*lOoo Sh8.Wow C laled S&METed OW*101O Shalow C lsled S&METim OW*l01l Dee Com laled Prosonlc OW*1012 Shelow Com lelad S&METed OW*1013 Shalow Com leted S&METod OW*'O'4 Dee Com leted Prosonic OW*1015 Shalow Com letOO Greene SLJrlace Developed comptetlonOW endsurfaee 1003 comP'ellon Developed OW OW-1OO2.
~~ DoYeiopod 1003. OW* OW-l004. Surface gather 8508.852, 1009, OW- Surface SUrface OW-l007, Devel.oped Gomplalfon Surface supplies and Developed 8S5 Surface 1010, OW- completions OW- completlO(J$ OW*lOOe. 142,179,27, and DeV9Iopeo Completion assembled 604, e05a, Complellon 1012, OW- 1002 OW- OW* 1001 OW-lOll, OW-1OOS, OW development 8030.809 OW-1OO9 853,654,856 OW*l0la 1015 1015 OW~'D06 OW*1014 1013 OW*lO06
- Kilman5l25-26 Prosonic5l31*6J1 1-'- .--~Ofj(hnglwelinslauallonp900d.st8l1101Inish
- * * *
- T1meOfl8119, no drilling (Hoiday, training, week-end) 2.4A-17
Vogtle ALWR ESP Project APPENDIXC SURVEY DATA EXISTING WELL SURVEY
. NEW WELL SURVEY
(')" \. Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 18
Vogtle Existing Well Survey (NAD27) ) Well Northing Eastlng EI. Ground (ft.) . EI. Top of Casing (TOe ft.) (NAD27) (NAD27) 142 1143282.409 622260.403 222.377 223.797 179 1144061.205 621778.747 274.668 275.06E 802A 1142201.703 624195 215.558 218.25E 803A 1142085.387 622896.031 218.394 219.57~ 804 1141599.597 " 622224.797 223.603 225.373 805A 1141616.153 624395.699 233.988 235.76 8068 1143821.568 623724.453 214.314 215.414 808 1144624.291 623297.746 214.871 215.771 809 1143320.36 621857.189 NA 223.671 LT-18 1143390.484 623301.286 218.053 220.654 LT-7A 1143154.107 623314.265 217.813 218.563 LT-12 1142776.798 623597.644 .218.274 219.024 LT-13 1143136.424 624108.674 218.273 220.073 27 1143622.414 627928.859 208.836 210.406 29 1144982.746 626389.789 190.83 192.61 850A 1146728.881 624482.466 225.225 227.025 851A 1143869.697 621064.25 261.685 263.325 852 1140993.937 627377.483 199.408 201.308 853 1146016.483 623191.496 226.599 229;969 854 1144900.49 621914.54 235.584 237.324 855 1142159.143 " 627948.361 216.767 218:668 856 1139928.479 626555.6 185.495 187.107 Vogtle New Well Survey (NAD27) Location Northing Easting EI. Ground (ft.) EI. Top of Casing (TOe ft.) 1001 1142888.724 62014.8.556 230.224 232.864 1002 1142887.782 620189.341 226.812 229.872 1003 1142864.056 621884.337 .222.414 225.654 1004 1142842.176 621880.794 222.29 225.041 1005 1144047.86 620408.765 263.759 266.659 1006 1143817.854 619179.749 226.49'1 229.971 1007 1142383.767 619301.009 216.28 219.33 1008 1142347.939 619306.686 216.02 219.08 1009 1141891.645 620888.608 220.257 223.017 1010 1140808.986 620051.708 216.265 219.275 1011 1139956.246 621033.045 205.155 208.413 1012 1139969.496 621045.924 204.725 208.054 1013 1140805.4 621715.032 2"16.239 219.179 1014 1140565.502 623070.234 220.237 223.226 1015 1140550.576 623086.318 219.797 222.527 2.4A - 19
Vogtle ALWR ESP Project APPENDIXD FIELD INSTRUMENTSIEQUIPMENT J Copyright© 200S, Southern Company Senices, Inc. All Rights Reserved. 2.4A - 20
Vogtle ALWR ESP Project I ) Contractor Greene Water Well, Inc. ToolslRig Description CME 75 Auger drill with water tank; manual hammer 1-ton crew truck Chevrolet Pickup HD 4-1/4" ill* hollow stem auger - 125' 3-114" ill hollow stem auger 90' NWJ rod Kilman Brothers CME 45; 4X4; no water tank, auto hammer 125' of 3 1/4" IDhollow stem auger 110' N rod 2 cutter heads S&ME 3 F-Series, %-ton trucks (2 rigs) 1 personal vehicle 2 CME 55 AugerlWash drill rigs with SPT.Autohammers Grundfos pump Static water level indicator Generator Steam Junny 2 grout plants with tremie pipe 3-114" ill hollow stem augers - 90' 4-1/4" ill hollow stem augers - 180' NWJ rods with 4" fishtail or 6" rollercone -*180' ) 6 2' split spoons PROSONIC SR-083 drill rig w/6" outer drive casing and 4" sampling tube Two I-ton crew trucks Onboard grout machine Pressure washer SCS Provided 60' 4 1/4" ill hollow stem augers Extra - 1 bundle (19) 5' AWJ rods 9 loose 5' AWJ rods 14 loose 10' NWJ rods Chemical grouting machine Contractor I Well Development Tools S&ME Grunfos Redifl02 submersible pump 200' of hose and power lead 1 Generac 5000 Watt, 10 HP 110/240V AC ~enerator Well Supplies Schedule 80 PVC slotted screens - 10' length Schedule 80 PVC risers - 10' length Copyright© 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 21
Vogtle ALWR ESP Project Schedule 80 PVC riser - 2 112' length Schedule 80 PVC riser - 5' length ) Schedule 40 PVC slotted screens - 10' length Schedule 40 PVC risers - 10' length Schedule 40 PVC risers - 5' length Schedule 40 PVC risers - 2 1/2' length DSI 1A filter sand J C50FS by U nimen filter sand Foster Dixiana CETCO Goldseal 3/8" bentonite chips CETCO Puregold medium
- )
Copyright C 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 22
Vogtle ALWR ESP Project APPENDIXE BORING LOGS OW-IOOI OW-I002 OW-l002A OW-I003 OW*l004 OW*l005 OW*IOOSA OW*I006 OW*l006A OW*l007 OW-I008 OW*I008A OW*l009 OW*I010 OW*lOll OW*1012 OW*I013 OW-1014 <) OW-lOI5 LEGEND N Standard Penetration Resistance. The sum of the number of blows from a 140 pound hammer needed to drive the sampler over the sampling depth of 6 to 18 inches. Bpf Blows per foot. Unit of measure for 'N'. WOR Split spoon sampler penetrates by weight of the sampling rods alone. WOH Split spoon sampler penetrates by the weight of 140 pound hammer alone, with no blows from the hammer. Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 23
(
- -loU'l'HERN ..... DRILLING LOG Hole No. OW-l00l
, COMPANY e,,~ uS,r.r 1~.... lIIf>rlJ" GEOLOGICAL SERVICES Sheet 1 of 5 sm Vogtle ALWR SSAR HOLE DEPTH 140' SURF.ELEV. 230.854 lOCATION Burke County, Georgia COORDINATES N 1142888.724 E 620148.556 ANI NA BEARING NA CONTRACTOR Greene DRILL NO. CME75 DRILUNG METHOD 41/4" HSA NO. SAMPLES 4 NO. U.D. SAMPLES NA WATER TABLE DEPT 108.7' ElEV. TIME AFTER COMPo DATE TAKEN 5124/2005 TYPE GROUT NA QUANTITY J'JA MIX NA DRILLING START DATE 5/24/2005 DRILLER Arthur RECORDER S. Bearce APPROVED NA DRILUNG COMPo DATE 5/29/2005 Sample No Slanclartl Penetralion TlISl
~h Elev. Fl. Material Desorlpllon, Classitk:alion and Remarks From ToFt. Blows NBPF Commenls 0 230.85 OW*l00l was installed in this borehole. OW*l00l is 1 229.85 a well pair with OW*l002 2 228.85 Soil sampling for the upper portion was completed in OW-l002A to the top of the MARL at 105' 3 227.85 bgs. Sampling in this hole began at 113.5 feet bgs.
(Sheet A) 4 226.85 A previOus borehole (OW-l001A) was made for this well but was 5: 227.86 abandoned. No log was prepared. 6 224.85 7 223.85 222.85
./
9 221.85 10 222.86 11 219.85 12 218.85 13 217.85 14 216.85 15 217.86 16 214.85 17 213.85 18 212.85 19 211.85 20 210.85 21 209.85 22 208.85 23 207.85 J 24 206.85 GS9901 7-26-20< 2.4A - 24
SOUTHERN .... DRILLING LOG Hole No. QW-1001 COMPANY GEOLOGICAL SERVICES Sheet 2 of 5 Vogtle ALWR SSAR TOTAL DEPTH 140' SURF.ELEV. 230.854 sample NO. Standard Penetration Test I Elev. Material Dascription. Classification amI Remarks From To Blows N Commants 205.85 See Page 1 204,85 . 203.85 202.85 201.85 200.85 199.85 198.85 197.85 196.85 195.85 194.85 193.85 192.85 191.85 190;85 189.85 188.85 187.85 186.85
.185.85 184.85 183.85 182.85 181.85 180.85 179.85 178.85 177.85 178.86 175.85 174.85 Form GS9901 7*26 2004
SOUTHERN COMPANY A DRILLING LOG Hole No. .OW-1001 E ..e1O'u,~*o,.,.Wo""'- GEOLOGICAL SERVICES Sheet 3 of 5 Vogtle ALWR SSAR 140' .~ SITE 'TALDEPTH :LEV. 230.854 Sample No. Standard Penetration Test Depth Elev. Material Description. Classlfication and Remarks From To Blows N Comments 57 173.85 See Page 1 58 172.85 59 171.85 60 170.85 61 169.85 62 168.85 63 167.85 64 166.85 65 165.85 66 164.85 67 163.85 68 162.85 69 161.85 J 70 160.85 71 159.85 72 158.85 73 157.85 74 156.85 75 155.85 76 154.85 77 153.85 78 152.85 79 151.85 80 150.85 81 149.85 82 148.85 83 147.85 84 146.85 85 145.85 J 86 87 143.85 88 142.85
-r; ""\- LV Form GS9901 7*26*2004
SOU'IHERN ..... DRILLING LOG Hole No. OW-1001 COMPANY EllnxY'. S,rH H1"r Workr GEOLOGICAL SERVICES Sheet 4 of 5 ~, SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Standard Penelration Tesl 140' SUAF.ELEV. 230.854 Depth FT Elev. FT. Malerlal DS9Criptlon. Classification and Remarks No. From To FT. Blows N BPF Comments 89 141.85 90 140.85 91 139.85 92 '138.85 93 137.85 94 136.85 95 135.85 96 134.85 97 133.85 98 132.85 99 131.85 5/29/05 100 130.85 99' from ground surface 101 129.85 Difficult drilJlng at 100' ......... 102 128.85 J 103 127.85 104 126.85 105 125.85 106 124.85 107 123.85 5/24/05 108 122.85 108.7' from TOC 109 121.85 Difficult drilling at 110' 110 120.85 111 119.85 112 118.85 113 117.85 Samolina beains at 113.5' 114 116.85 Dark grey LIMESTONE bed, 0.2' thick with black macro fossils, thin laminae (-0.05')of CHALK on bottom 1 113.50- 50/3" 50/3" 115 115.85 115 116 114.85 117 113.85
........ 118 2 118.5-120 50/2" 50/2" J Buff sandy COQUINA 119 120 110.85 Form GS9901 7*26*2004 2.4A - 27
DRILLING LOG IHoie No. OW*l001
~
GEOLOGICAL SERVICES I Sheet 5 of 5 VogUe ALWR SSAR
)
'SITE TOTAL DEPTH 140' SUAF.ELEV. 230.854 Sample No. Standard Penetration Test Deplh FT. Elev. FT.
Material Descriptian. Classification and Remarks From To Ft. Blows NBPF COl1!menbi 121 109.85 Buff sandy COQUINA
. - 122 108.85 123 107.85 124 106.85 No recovery, auger used to grind throllgh interval 123.5- so/a" so/a" 125 125 105.85 126 104.85 127 103.85 128 102.85 129 101.85 Dark grey LIMESTONE 2" layer 3 128.5- SO/2 M 50/2" 130 130 100.85 131 99.85 132 98.85 133 97.85
-- ) 135 134 96.85 95.85 Approximately 3" of dark greenish grey MARL in spoon 4 133.5-135 18-19-25 44 136 94.85 137 93.85 Greenish gray MARL 136.5-138 50/2" 50/2" 1.38 92.85 139 91.85 140 90.85 138.5-140 50/2" 50/2" Boring Terminated at 140' 141 89.85 1500 gallons of water lost 142 88.85 cleaning bottom of hole.
. Pumped at 60 gpm.
143 87.85
'. 144 86.85 145 85.85 146 84.85 147 83.85 148 82.85 149 81.85
~ 150 82.86
, 151 79.85 I 152 78.85 Form GS9901 7*26*2004 2.4A - 28
SOU'I'IIERN ..... DRILLING LOG Hole No. QW-1002
)
COMPANY ( E,,~rv'os"r,,~ lOll, W&rIJ- GEOLOGICAL SERVICES Sheet 1 of 8 SITE Vogtle ALWR SSAR HOLE DEPTH _ _2_3_7_ _ LOCATION Burke County, Georgia COORDINATES N 1142887.782 ANGLE -- NA BEARING N_A _ CONTRACTOR DRILLING METHOD. S_o_n_i_c ....:.;N:.:C.:....:.S=.A:.:M::..P=LE::S~ co_n_t_in_u_o_u_S --.:..:NO:::..:..::U:.::.D:::.. SAMPLES 93.5' 133.312' NA 6/6/2005 WATER TABLE DEPTH ELEV. TIME AFTER COMPo
-------- DATE TAKEN TYPE GROUT NA QUANTITY _ _ _ _ _ _ _ _ MIX NA NA DRILLING START DATE 61212005 DRILLER Tony RECORDER Steve Bearce APPROVED NA DRILLING COMPo DATE 6/6/2005 Sample Standard Penetration Test Depth Fl. Elev. Fl. Malerial Descttptlon, Classification and Remartes No. From To Blows N Comments 0 227.44 Sampling not started until 87' below ground surface.
1 Because drill technology changed, the hole had to be offset approximately 20' North of original borehole. 2 226.44 Well QW-1002 is installed in this borehole.
-3 225.44 4 224.44 5 223.44 6 222.44
,-7 221.44
) 8 220.44 9 219.44 10 218.44 11 217.44 12 216.44 13 215.44 14 214.44 15 213.44 16 212.44 17 211.44 18 210.44 19 209.44 20 208.44 i
21 207.44 22 206.44
) 23 205.44 24 204.44 Form G59901 7-26-2004 2.4A - 29
SOUTHE~A. COMPANY DRILLING LOG Hole No. OW-1002 E,,,rlO' ~.. s,.-- Ho..r w..rI.r GEOLOGICAL SERVICES "Sheet 2 of 8 I SITE Vogtle ALWR SSAR TOTAL DEPTH 237 SURF:ELEV. 227.442 ISample Slandald.Penelration Test Depth Elev. Material Description; Classification and Remarks No. From To Blows N Comments ROD
%Aec See page 1 25 202.44 26 201.44 27 200.44 28 199.44 29 198.44 30 197.44 31 196.44 32 195.44 33 194.44 34 193.44 35 192.44 36 191.44 37 190.44 38 189.44
\
~
r 39 188.44 40 187.44 41 186.44 42 185.44 43 184.44 44 183.44 45 182.44 46 181.44 47 180.44 48 179.44 49 178.44 50 1n,44 51 176.44
.\..
52 175.44 53 174.44 l 54
.~
55 172.44 56 171.44 ')A ':In Form <2S9901 7-26-2004
SOUTHERN ..... DRILLING LOG Hole No. COMPANY QW-1002 E,,#'F'SJ"" S,rI>, l&lIr w.,riJ- GEOLOGICAL SERVICES Sheet 3 of 8
-- t SITE Vogtle ALWR SSAR 237
... TOTAL DEPTH SURF.ELEV. 227.442 Sample Standard Penetration Test
. Depth Elev. Material Description. Classification and Remarks No. From To Blows " N Comments Of. Aec ROD 57 170.44 See page 1 58 169.44 59 168.44 60 167.44 61 166.44 62 165.44 63 164.44 64 163.44 65 162.44 66 161.44 67 160.44 68 159.44 69 158.44
\ 70 157.44
'-.....J 71 156.44 72 155.44 73 154.44 74 153.44 75 152.44 76 151.44 n 150.44 78 149.44 79 148.44 80 147.44 81 146.44 I 82 145.44
- I 83 144.44 84 143.44 85 142.44
.86 140.81 "oIIlIIIl" 87 140.44 88 139.44 Sampling started with ProSonic drill rig ~A ~1 Form G59901 7-26*2004
SOUTHERN COMPANY A DRILLING LOG Hole No. QW-l002 --., En~'11 Sot",*, Ji>.. r WllrI.or GEOLOGICAL SERVICES Sheet 4 of 8 SITE Vogtle ALWR SSAR TOTAL DEPTH 237 SURF.ELEV. 227.442 J Sample Slandard Penelralion Test Deplh Fl. Elev. Ft. Material Description. Classification and Remarks No. From To Blows N Comments 138.44 NA NA 89 Yellow tan, shelly, sandy CLAY (CH), interbedded wI 88.5 137.44 occasional fine-grained shelly SAND, (SW) 1 - 90 90 136.44 91 135.44 92 134.44 93 133.44 93.5 94 2 - 132.44 95 95 131.44 96 130.44 97 129.44 Sharp contact into greenish grey MARL 98 128.44 3 98.5 NA NA 99 100 127.44 100 126.44 101 125.44 102 .~ 103 124.44 123.44 103.5 104 4 - NA NA 122.44 105 105 121.44 106 120.44 107 119.44 108 118.44 108. 109 5 - NS NS 117.44 110 110 116.44. 111 115.44 112 113 113.81 113.44 113.5 114 6 ~ NA NA 112.44 115 115 111.44 116 110.44 117 ~ 118.5 118 108.81 J' 108.44 7 - NA NA 119 120 107.44 120 Fonn '059901 7*26-2004
DRILLING LOG IHoie No. OW*1002 GEOLOGICAL SERVICES I Sheet 5 of 8 SITE Vogtle ALWR SSAR TOTAL DEPTH 237 SUAF.ELEV. 227.442 Sample No. Standard PenelrationTesl Depth Fl EI8Y. Fl From To Malerial Description. Classification and Remarks Blows N Comments %Rec ROD 106.44 121 Greenish grey MARL 105.44 122 104.44 123 103.44 123.5 124 8 NA NA 102.44 125 125 101.44 126
-100.44 127 99.44 128 98.44 128.5 129 9 . NA NA 97.44 . 130 . 130 96.44 131 95.44 132 94.44 133 93.44 133.5 134 Thin bedded. light grey, *soft" or *friable" LIMESTONE 10 NA NA
) 135 92.44 91.44 occurs In this interval 135 136 90.44 137 89.44 Gre-eriis-hgrey-rv;AFfC,-be'Co-niin-giighterTri-coiOr----------- 138 88.44 138.5 139 11 NA NA 87.44 140 140 86.44 141 85.44 142 84.44 143 83.44 143.5 144 1'2 NA NA 145 145 81.44 146 80.44 147 79.44 148 78.44 148.5 .. 149 13 NA NA 2 thin LIMESTONE beds between 147' and 157' 150 150 ) 151 76.44 75.44 152 Fonm{3S9901 7*26*2004 2.4A - 33
DRILLING lOG IHoie No. OW-1002
- GEOLOGICAL SERVICES I J
Sheet 6 of 8 SITE Vogtle ALWR SSAR TOTAL DEPTH SURF.ELEV. 227.442 Sample No. Standald Penelrallon Test DeplhFt. Elev. Fl Material Descrip~on. Classification and Remarks From.To Blows N Commenbl 153 73.44 153.5 154 72.44 14 - NA NA 155 155 71.44 156 70.44 157 69.44 Greenish grey MARL 158 68.44 158.5 159 67.44 15 - NA NA 160 160 66.44 161 65.44 162 64.44 163 63.44 163.5 16 NA NA 164 62.44 165 165 61.44 ) 166 167 59.44 60.44 168 58.44 168.5 169 57.44 17 - NA NA 170 170 56.44 171 55.44 172 54.44 LIght olive grey sandy CLAY grading to **> 173 53.44 173.5 174 52.44 18 NA NA 175 175 51.44 Light olive grey fine- to coarse-grained SAND composed 176 50.44 of shell fragments and CLAY 1n 49.44 178 48.44 Greenish grey MARL 178.5 179 47.44 19 NA NA 180 180 46.44 181 45.44 ) 182 43.81 183 43.44 183.5 20 - NA NA 184 41.81 185 Fonn GS9901 7-26-2004 2.4A - 34
DRILLING LOG IHoie No. OW-1002 GEOLOGICAL SERVICES I Sheet 7 of .J B SITE Vogtle ALWR SSAR 237 TOTAL DEPTH SURF.ELEV. 227.442 Sample No. Standard Penetration Test Depth Fl Elev. FI. Malerial Description, Classification and Remarks From To Blows N COmmsnts 185 42.44 18S 41.44 187 40.44 Greenish grey MARL 188 39.44 188.5 189 38.44 21 - NA NA 190 190 37.44 191 36.44 192 35.44 193 34.44 193.5 194 33.44 22 - NA NA 195 195 32.44 196 31.44 197 30.44 ) 198 199 28.44 29.44 23 198:5 NA NA 200 200 27.44 201 26.44 202 25.44 203 24.44 203.5 24 - NA NA 204 23.44 205 205 22.44 206 21.44 207 20.44 I 208 19.44 20815 209 18.44 25 - NA NA 210 210 17.44 211 16.44
*212 15.44 213 14.44
- -1i2:"gradaiionto-dark-grey-fine:-;ome-JfU"m:grained---- 213.5
) 214 SAND (SP) with minor amounts of silt and organics 26 - NA NA and 3/4' thick lignite layer 215 215 12.44 216 11.44 Form GS9901 7-26-2004 2.4A - 35
DRILLING LOG IHole No. QW-1002 SITE Vogtle ALWR SSAR GEOLOGICAL SERVICES r Sheet 8 of 8 TOTAL DEPTH 237 SUAF.ELEV. 227.442 Semple No. Standard Penetration Tesl DeplhFI. Elev.Ft. Malerlal Descrlp~on, Classification and Remar\(s FroniTo 610Wli N Comments 217 10.44 218 9.44
~:]~~i]gYI~~~!==:::::::::::::=:::::::::::::::==:::::
218.5 219 8.44 27 NA NA 220 220 7.44 Light greenish grey fine- to medium-grained, silty 221 6.44 glauconitic SAND (SM) 223 4.44 223.5 224 3.44 28 NA NA 225 225 2.44 226 1.44 227 0.44 NA NA 228 ..Q.56 228.5 29 229 -1.56 230 230 -2.56 231 **-3.56 232 -4.56 233 -5.56 233.5 234 -6.56 30 NA NA 235 235 -7.56 236 -8.56 237 -9.56 Boring terminated at 237'. Well QW-1002lnstatled in 238 -10.56 this borehole. 239 -11.56 240 -12.56 241 -13.56 242 -14.56 243 -15.56 244 -16.56 245 -17.56 246 -18.56 247 -20.19 248 -20.56 249 -21.56 Fonn GS9901 7*26-2004 2.4A - 36
SOUTHERN ..... DRILLING LOG Hq!e No. OW-1002A COMPANY _rgy ('~-) ..E._.. __60_S_e"_f'e_~_.._"W&_"ur G_E_O_L_O_G_I_C_A_L_S_E_R_V_IC_E_S .....IL-_S_h_ee_t_1_0_f_4 --1 SITE V_o_gt_le_AL_W_R_S_S_A_R____________ HOLE DEPTH_ _1_O_ 8 _.5_ _ SURF.ELEV. NA LOCATION Burke County, Georgia COORDINATES N NA E
----------1 NA ANGLE NA BEARING NA CONTRACTOR Greene DRrLLNO. C_M...E~7_5 _I DRILLING METHOD..;;... HSA 31/4" NO. SAMPLES _ _ _ _ _ 22_ _ _ _ _ NO. U.D. SAMPLES 'NA WATER TABLE DEPTH 90' ELEV. N_A , _ DATE TAKEN 5/25/2005 TVPEGROUT NA QUANTITY ____ NA_ _ _ _ MIX NA DRILLING START DATE 5/24/2005 DRILLER Greene/Arthur RECORDER Steve Bearce APPROVED NA DRILLING COMPo DATE 5/25/2005 Sample Smndard Penetration Test
. DepthFT Elev. FT. Material Description, Classification and Remarl<s No. From To Fl. Blows N BPF Comments 0
1 2 3 4 Red brown silty SAND (SM) to SAND (SW), fine- to 1A 3.5-5 11-13-15 28 coarse-grained 5 6 7
.J 8 9 Yellow brown SAND (SW), fine- to medium-grained 2A 8.5-10 6-8-10 18 10 11 .
12 13 14 Light brown clayey SAND (SC), fine- to medium-grained 3A 13.5-15 3-4-5 9 15 16 17 18 19 4A 18.5*20 4-4-3 7 20 21 22
.J 23 24 FOnT! aS9901 7*26*2004 2.4A - 37
SOUTHERN ..... COMPANY DRILLING LOG Hole No. . QW*1 002A E,.,rgy~.. S...."" ~ .... w....u- GEOLOGICAL SERVICES Sheet 2 of 4 ) SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Standard Penetrallon Test 108.5 SURF.ELEV. OepthFT Elev. FT. Meterlal Desctlpllon, Classification and Remerks No. From To FT. Blows NBPF Comments 25 Light tan sandy Clay (Cl) 5A 23.5-25 4-4-5 9 26 27 28 29 6A 28.5 3-3-3 6 30 - 30 31 32 33 34 Buff COQUINA in layers -=112 recovery of coquina 7A 33.5 50/3" S0/3" 35 35 36 37 ) 38 39 Buff colored, white shelly <<10%) clayey SAND (SC) 8A 38.5 10-9-8 17 40 40 41 42 43 44 Same as above but no shells 9A 43.5 3-4-5 9 45 45 46 47 48 49 Buff colored fine sandy CLAY (Cl) lOA 48.5 7-2-9 11 50 50 51 52 53 53.5 ) 54 55 Grading to clayey fine SAND (SC) l1A 55 4-2-10 12 56 Fonn GS9901 7*26-2004 L.4A -,jO
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1002A E,urv , .. S.r_ ~"r W'orV GEOLOGICAL SERVICES Sheet 3 of 4 .J SITE Vogtle AlWR SSAR 108.5' TOTAL DEPTH SURF.ELEV. Sample Standard Penelration Test Depth Ft Elev. R. Material DBIlCriptlon, Classification and Remarks No. From To Ft. Blows NBPF Comments 57 58 59 Buff colored, sandy shelly (15%) CLAY (Cl) 12A 58.5-60 28-26-13 39 high N due to shells 60 61 62 63 64 Buff colored fine-grained clayey SAND (SC) 13A 63.5-65 11-13*19 32 moist 65 66 67 Tan, slightly pink fine-grained sandy CLAY (CL), with fine-68 grained SAND, (SC) slightly moist 69 14A 68.5-70 8-12-50 62 70 71 72 73 74 Buff colored slightly green shelly, clayey, SAND (Se) 15A 73.5-75 8-12-27 39 75 76 n 78 79 Light brown, silty, fine-grained SAND (SM), moist 16A 78.5-80 5-20-25 45 80 81 82 83 84 i7A 83.5-85 11-21-25 46 85 86 87 88 Form GS9901 7*26*2004 2.4A - 39
SOUTHERN' COMPANY DRILLING LOG Hole No. OW-1002A E,.~rD~"S.rllff ~ ..r WDrk/- GEOLOGICAL SERVICES Sheet 4 of 4 SITE Vogtle ALWR SSAR 108.5 TOTAL DEPTH SURF.ELEV. Sample Standard Penetration Tesl Depth Elev. Material Description, Classilicalion and Remarks No. From To Blows N Comments 89 Tan fine-grained SAND, (SP), wet 18A 88.5-90 12-25-31 56 5124/05 90 T 90' from ground 91 surface 92 93 94 Buff silty, SAND, (SM), wet 19A 93.5-95 50/4" 5014~ 95 96 97 98 99 Saturated with shell fragments (thin, 4mm, to thick, 20A 98.5-100 12-50/3" 12-
-1cm) 50/3" 100 101 .J 102 103 104 105 Greenish grey, MARL, damp 21A 103.5-105 3-1-50 51 106 107 108 109 Boring Terminated @ 108.5'. 22A 108.5-110 11-50 61 This borehole was abandoned due to use of 3 1/4" 110 augers.
111 Moved over approximately 20 feet north and drilled OW-1002 with ProSonic rig. 112 Well was Installed in borehole OW-1002. 113 114 115 116 117 ,;) 118 119 120 Form GS9901 7 26 2004 L.L+J-\ - L+U
SOUTHERN ..... DRILLING LOG Hole No. OW-1003 COMPANY £"-D ~Q $"",- Yc...", Wo",U- GEOLOGICAL SERVICES Sheet 1 of 4 SITE V_O_9_t_le_A_L_W_R_S_S_A_R _ HOLE DEPTH 9_0---,,-_ SURF.ELEV. _--.;N...;;A"';"'__ I LOCATION Burke County, Georgia COORDINATES N _____N_A E N_A ... I ANGLE NA BEARING NA CONTRACTOR S&ME DRILL NO. _ _--.--;C;.;.M...;;E-.,;..55;..;0~_--I DRILLING METHOD 3_1/_4_"_H_S_A _ NO.SAMPLES 1_8 _ NO. U.D. SAMPLES NA WATER TABLE DEPTH 63.6' ELEV. NA TIME AFTER COMPo *NA _ DATE TAKEN 5/25/2005 TYPE GROUT NA QUANTITY NA ____________ MIX NA DRILLING START DATE 5/24/2005 DRILLER TIM RECORDER Steve Bearce APPROVED NA DRILLING COMP. DATE 5/24/2005 Sample S18ndard Penetration Tesl Depth Fl. Elev. Fl. Matarial Description, Classllical10n and Remalks No. From TO Ft. Blows N BPF Commenls 0 1 2 3 Aed~brown silty-elayey SAND (SM-SC) fine- to medium-grained, moist* 4 3.5-5 30 5 6 7 8 9 Light brown, silty SAND, (SM) to SAND (SW) fine- to medium-grained 2 8.5-10 9-6-6 12 10 11 12 13 14 Red-brown silty-clayey SANP (SM-SC), fine-grained 3 13.5-15 8-11-13 24 15 16 17 18 Red brown sandy SILT(Ml) and 19 Red-brown silty-elayey SAND, (SM-SC) fine-grained 4 18.5-20 9-14-15 29 20 21 22 23 24 Yellow-brown SAND, (SW) Form GS9901 7-26*2004 2.4A - 41
SOUTHERN'\. COMPANY DRILLING LOG Hole No. OW*1Q03 E,.~'¥Y #D s~ ,,~ ~u .. WiJrUf" GEOLOGICAL SERVICES Sheet 2 ot 4 SITE VogUe ALWR SSAR 90 TOTAL DEPTH SURF.ElEV. NA sample Standard Penetration Test Depth Ft. Elev. Ft. Material Description, Classification and Remarks No. From To Ft. Blows NBPF CommenlB 25 Fine- to medium-grained SAND, (SW) damp 5 23.5-25 8-11-17 28 26 27 28 29 Red-Brown silty SAND (SM) with laminations of clayey SAND (SM), clay and silt 30 6 28.5-30 6:5-7 12 31 32 33 34 Yellow-brown with mottled grey clayey SAND (SC) and 7 33.5-35 7-5-5 10 35 fine-grained SAND, damp 36 37 38 39 Same as above with some sandy CLAY laminations, 4-4-4 8 damp 8 38.5-40 40 41 42 43 44 Yellow brown sandy CLAY (CL) fine-grained SAND, damp 9 43.5-45 3-3-4 7 45 46 47 48 Layered yellow brown clayey SAND, (SC) and yellow 49 brown sandy CLAY, moist 10 48.5-50 3-3-4 7 50 51 52 53 54 very moist 2-2-5 7 11 53.5-55 55 56 Form GS~901 7-26-2004 L.
SOUTHERN' COMPANY DRILLING LOG Hole No. OW-1003 E",rgy hi s....,,, ~ .... w....14 GEOLOGICAL SERVICES ) Sheet 3 of 4 SITE Vogtle ALWR SSAR TOTAL DEPTH 90 SURF.ELEV. NA Sample Standard Penetration Test Depth Ft. Elev. Ft. Material DeSCription, Classi'ica~an and Remarks No. From To FT. Blows NBPF Comments 57 58 59 Light pinkish tan SAND (SW), fine- to medium-grained 12 58.5-60 2*7*9 16 60 61 62 63 5/25105 64 Light tan clayey SAND (SC) 1 13 63.5-65 WOR WOR 63.6' from ground
.65 surface 66 67 68 69 Buff colored clayey SAND, (SC) fine to medium grained Saturated SAND 14 68.5-70 WOR 18" WOR
) 70 71 18" 72 73 74 Same as above 15 73.5-75 WOR 12" WOR 75 12" 76 77 78 79 Reddish brown silty SAND (SM) 16 78.5-80 1-1-2 3 80 81 82
.....&. _ ..*.. ,~
Light tan silty SAND (SM) B4 17 83.5-85 1-1-2 3 85 Tan and grey clayey COQUINA ) 86 87 88 Form 689901 .726-2004 ",-.'t/"\ - 'tv
SOUTHERN . " COMPANY DRILLING LOG Hole No. OW-l003 E""rrJ' #t> S",."" ~..,. Wt>rlJ- GEOLOGICAL SERVICES Sheet 4 of 4 SITE Vogtle ALWR SSAR 90 TOTAL DEPTH SURF.ElEV. NA Sample Standard Penetration Test Depth FI. FL Materiel Description, Classification and Remarks No. From To FI. Blows NBPF Cornments 89 18 88.5*90 13-21-23 44 Greenish grey MARL 90 BORING Terminated at 90.0' 91 92 93 94 95 96 97 98 99 100 101 J 102 103 104 105 106 107 108 109 110 111 112 113 114
~11L 116 117
) 118 119 120 ~ Form GS9901 7-26-2004
I SOUTHERN A. DRILLING LOG Hole No. OW-1004
~ ~....r.o' COMPANY ro s..,..,.. Yo..r Wb,,1d"" GEOLOGICAL SERVICES Sheet 1 of 7 SIT Vogtle ALWR SSAR HOLEDEPTIi 187 SURF.ELEV. 222.92 LOCATION Burke County, Georgia COORDINATES N 1142842.176 E 621880.794 ANI NA BEARING NA CONTRACTOR Pro50nic DRILL NO. SR-083 DRILLING METHOD Sonic NO. SAMPLES 20 NO.U.D. SAMPLES NA WATER TABLE eEF ELEV. NA TIME AFTER COMPo NA DATE TAKEN lYPEGROUT NA QUANTITY NA MIX DRILLING START DATE 6/3/2005 DRIu.ER Tony. Mike RECORDER S. Bearce APPROVED NA DRILLING COMPo DATE 6/11/2005 Sample Standard Panetration Test IBplh Elev. FL Material Description, Classification and Remarl S~r"f! Yo .., w"rkr GEOLOGICAL SERVICES Sheet 2 of 7
) SITE Vogtle AlWR SSAR Sample TOTAL DEPTH Standard Penelralian Tes\
187 SUAF.ELEV. 222.92 Depth Elev. Malarial Description, Classification and Remarlls No. From To Blows N Commen1S RCO
%Rec 25 196.92 See page 1 26 195.92 27 194.92 28 193.92 29 192.92 30 191,.92 .31 190.92 32 189.92 33 188.92 34 187.92 35 186.92 36 185.92 37 184.92 38 183.92 39 182.92 40 181.92 41 1.80.92 42 179.92 43 178.92 44 177.92 45 176.92 46 175.92 47 174.92 48 173.92 49 172.92 50 171.92 51 170.92 52 169.92 53 168.92
) 54 55 163.39 166.92 56 161.39 FORn GS9901 7*26*2004 L.4A - 40
SOUTHERN .... COMPANY DRILLING LOG Hole No. OW-1004 E",rv hi s."", ~ .., Wo,U- GEOLOGICAL SERVICES Sheet 3 of 7 ) SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Standard Penetration Test 187 SURF.ELEV. 222.92 Depth Elev. Matarial OSSClriptton. ClassUlcalIon and Remarks No. From To Blows N Comments % Rae Rao 57 165.92 See page 1 58 164.92 59 163.92 60 162.92 61 161.92 62 160.92 63 159.92 64 158.92 65 157.92 66 156.92 67 155.92 68 154.92 69 153.92 70 152.92 71 151.92 72 150.92 73 149.92 74 148.92 75 147.92 76** 146.92 n 145.92 78 144.92 79 143.92 I 80 142.92 81 141.92 82 140.92 83 139.92 84 138.92 85 137.92 86 132.39 87 135.92 Start samplinQ at 87' rOlive-tan, wetCI:AY~[J 88 134.92 Form GS9901 7 26 2004 L.'+P, -41
SOUTHERN COMPANY DRILLING LOG HOle No. QW-1004 E",ro ,,, S.,r"., rc..,r Wbr/J- GEOLOGICAL SERVICES Sheet 4 of 7 ) SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Slandard Penetration Test 187 SURF.aEV. 222.92 Depltl FI. Elev. Flo Malerial Description, Classilication and Remarks No. FromToFl Blows NBPF Comments* 1 88.5 NA 89 133.92 - NA 90.0 90 132.92 Greenish grey MARL 91 131.92 92 130.92 93 129.92 2 93.5 94 128.92 . - NA NA 95 95 127.92 96 126.92 97 125.92 98 124.92 98.5 99 123.92 3 - NA NA 100 100 122.92 101 121.92 ) 102 103 120.92 119.92 Greenish grey shelly MARL with white fossils 104 118.92 4 103.5
- NA NA 105 117.92 105 106 116.92 107 115.92 108 114.92 109 113.92 5 108.5 110 112.92 110 NA NA 111 111.92 112 110.92 113 109.92 114 108.92 6 113.5 115 107.92 - NA NA I 1"15 116 106.92 117 105.92
~ 118 100.39
~ 118.5 119 103.92 - NA NA 7 120.
120 102.92 FonnG 59901 7-26*2004 LAf1,-- /Rl
DRILLING LOG lHole No. OW-1004 SITE Vogtle ALWR SSAR GEOLOGICAL SERVICES r Sheet 5 of 7 TOTAL DEPTH 187 SURF.ElEV. 222.92 Sample No. Standard Penetration Test Depth FI. Elev. FT. MalenaC Descrlplion. Classification and Remarks From To FT. Blows NBPF Comments 121 101.92 Shelly greenish grey MARL 122 100.92 123 99.92 8 123.5 124 98.92 - NA NA 125 125 97.92 126 96.92 127 95.92 128 94.92 129 93.92 abundant (30%) gravel 130 92.92 9 130 131 91.92
- NA NA 131.5 132 90.92 133 89.92 134 88.92 J 135 136 87.92 86.92 10 133.5 135 NA NA 137 85.92 138 84.92 138.5 139 83.92 11 - NA NA 140 140 82.92 141 81.92 142 80.92 143 79.92 143.5
~
12 - NA NA 144 78.92 145 145 n.92 146 76.92 147 75.92 6" gradational contact with abundant shells (white) 148 74.92 148.5 Dark grey. fine- to coarse- 13 - NA NA 149 73.92 grained SAND, (SW) with green sand grains 150 (glauconite or dolomite?) ) 150 68.39 151 71.92 152 70.92 Form GS9901 7*26*2004 2.4A - 49
DRILLING LOG IHoie No. OW-l004 GEOLOGICAL SERVICES *1 Sheet 6 of 7 SITE Vogtle ALWR SSAR TOTAL DEPTH 187 SURF.ELEV. 222*.92 sample SlBndanl Penetrallon Test Depth Ft. Elev. FL No. Material Descrtplion. Classlflcallon and Remarks
. From ToFt. Blows NBPF Comments 153 69.92 grades to fine- to medium-grained dark grey SAND wI 153.5 organics, cohesive leaving core barrel, wet, poorly 14 NA NA 154 68.92 graded with silt (SP-SM) 155 155 67.92 156 66.92 157 65.92 158 64.92 158.5 15 - NA NA 159 63.92 169 160 62.92 161 61.92 162 60.92 163 59.92 163.5 Light grey, becomes loose coming out of core barrel 16 - NA NA 164 58.92 fine-gralned SAND (SP) with clay and slit 170 . 165 57.92 166 56.92 167 55.92 168 54.92 168.5 169 53.92 17 - NA NA 170 170 52.92 171 51.92 172 50.92 173 49.92 173.5 174 48.92 18 - NA NA 175 175 47.92 Dark grey organic. silty SAND (SM) 176 46.92 In 45.92 178 44.92 178.5 19 - NA NA 179 43.92 180 180 42.92 181 41.92
) 182 36.39 183 39.92 183.5 120 - NA NA 184 34.39 185 Fonn G59901 7-26-2004 L.4A - oU
DRILLING LOG IHoie No. QW-l004 GEOLOGICAL SERVICES I Sheet 7 of 7 SITE Vogtle A1.WR SSAR TOTALOEPTH 187 SUAF.ELEV. 222.9.2 Sample No. Standald Penetration Tesl DepthA. Elev. Fl. FromToFl Material Descrlpllon, Cla&9lf1callon and Remar1ls Blows NBPF CommlHlta 188.5 185 37.92 Dark grey organic, silty SAND (8M) 20 . NA NA 190 186 36.92 187 35.92 Boring teminated at 187' 188 34.92 Well QW-l004 is installed in this borehole. 189 33.92 190 32.92 191 31.92 192 30.92 193 29.92 194 28.92 195 27.92 196 26.92 197 25.92 198 24.92 199 23.92 200 22.92 201 21.92 202 20.92 203 19.92 204 18.92 205 17.92 206 16.92 206 16.92 208 14.92 209 13.92 210 12.92 211 11.92 212 10.92 213 9.92 214 4.39 215 7.92 216 6.92 Form GS9901 7*26*2004 2.4A - 51
'J SOUTHERN ..... DRILLING LOG Hole No. OW-1005 COMPANY E,,,rgy #0 5_""1 ~..r Worur GEOLOGICAL SERVICES Sheet 1 of 6 SITE V_O_9_tle_A_L_W_R_SS_A_R HOlE DEPTH _ _ - _1_70 _ SURF.ELEV. 264.389 LOCATION Burke County, Georgia COORDINATES N 1144047.86 E 620408.765 --1 ANGLE NA BEARING NA CONTRACTOR _ _ _ _S_&_M_E DRILL NO. _ _......;;C...;.;M.;.;;E;;..;B;;..;5;;..;5_ _--t DRILLING METHOD - 4/14" HSA _ NO, SAMPLES _ _ _ _ _ 19_ _ _ _ _ _ 00...;.;. U,D. SAMPLES NA WATER TABLE DEPTH ElEV. TIME AFTER COMPo _ DATE TAKEN TYPE GROUT NA QUANTITY ____N_A MIX NA DRILLING START DATE 6/212005 DRILLER Ted RECORDER R Tinsley/SCB APPROVED NA DRILLING COMPo DATE 6n/2005 Sample Standard Penetration Test Depth II. Elev. Ft. Material Description. Classiticatlon and Remarks No. From To ft. Blows N BPF Comments 0 264.39 1 263.39 Sampling in this borehole began at 68.5'. The adjacent borehole OW-1005A was drilled to 75'. 2 262.39 The borehole was abandoned due to the use of 3 1/4 M augers, which were incorrect size for well installation. 3 261.39 This borehole OW-1 005 was located approximately 10' frolT 4 260.39 feet from OW-1 005A. 5 259.39 Monitoring well OW-to05 is installed in this borehole. 6 258.39 7 257.39
) 8 256.39 9 255.39 10 254.39 11 253~39 12 252.39 13 251.39 14 250;39 15 249.39 16 248.39 17 247.39 18 246.39 19 245.39 20 244.39 21 243:39 22 242.39 'J 23 241.39 24 240.39 Form GS9901 7*26*2004 2.4A - 52
SOUTHERN COMPANY A DRILLING LOG Hole No. QW-1005 e.."r'D"' S"."" *, .. r*~,.IJ- GEOLOGICAL SERVICES -S-heet 2 of 6 ) SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Standard Penetration Test 170 SURF.ElEV. 264.389 Depth Elev. Material Description, Classification and Remarks No. From To 810m N Commenls 25 239.39 See page 1 26 238.39 27 237.39 28 236.39 29 235.39 30 234.39
*31 233.39 32 232.39 33 231.39 34 230.39 35 229.39 36 228.39 37 227.39
) 38 39 226.39 225.39 40 224.39 41 223.39 42 222.39 43 221.39 44 .' 220.39 45 .219.39 46 218.39 47 217.39 48 216.39 49 215.39 50 214.39 51 213.39 I 52 212.39 53 211.39 54 55 209.39 56 '208.39 Fonn GS9901 7.26-2004 LAP. - ::J.)
SOUTHERN .... COMPANY DRILLING LOG HoleNa. *OW-l00S E"c,.gy ~t>$",."" l'<o",.Wo,.z.r GEOLOGICAL SERVICES ) Sheet 3 of 6 SITE Vogt/e ALWR SSAR 170 TOTAL DEPTH SURF.ELEV. 264.389 sample Standard Penetration Test Depth fl. Bev. Ft. Malerial Description. ClaesUicalion and Rema/l(s No. From To fl. Blows NBPF Comments 57 207.39 See page 1 58 206.39 59 205.39 60 204.39 61 203.39 62 202.39 63 201.39 64 200.39 65 199.39 66 198.39 67 197.39 68 196.39 Sampling begins at 68.5' 69 195.39 18 68.5-70 2-36-50/1 36 J Light grey to white sandy SILT (ML), calcareous 50/1" 70 194.39 with large and small shell fragments, very stiff 71 193.39 72 192.39 73 191.39 28 73.5-75 9~14-36 50 74 190.39 fewer shells, less sand 75 74.90 Greenish grey MARL 76 188.39 76.20 77 187.39 Light grey SILT, very stiff, calcareous with scattered shell fragments (ML) 36 78.5-80 15-19~24 43 78 186.39 79 185.39 80 184.39 81 183.39 82 182.39 83 181.39 48 83.5-85 50/2" 50/2" 84 180.39 85 179.39 J 86 87 177.39 88 176.39 Fann GS9901 7-26-2004 L. - .,)"t"
SOUTHERN" COMPANY DRILLING LOG Hole No. OW-l005
£,."0 .... S,r,;, >>O,,~WhrlJ"' GEOLOGICAL SERVICES Sheet 4 of 6 SITE Vogtle ALWR SSAR 170 TOTAL DEPTH SUAF.ElEV. 264.389 Sample Standald Penetration Test Oeplhft. Elev.FL Material Descrlplion, Classification and Remarks No. FromTofl. Blows N BPF Comments 89 175.39 58 88.5-90 7-17-30 47 Light brownish grey SAND, fine to medium-grained, 90 174.39 slightly silty (SW), calcareous 91 173.39 Mottled white to yellowish orange, silty SAND, with 92 172.39 small to large shell fragments, Dense (SM) 93 171.39 68 93.5-95 7-9-14 23 94 170.39 95 169.39 Light grey SILT, very stiff (ML) 96 168.39 97 167.39 Pale yellow sandy SILT (ML) and silty SAND 8M) 98 166.39 78 98.5-100 7-17-34 51 99 165.39 100 164.39 101 163.39 J
102 162.39 103 161.39 104 160.39 Greenish grey MARL 88 103.5-105 18-34-29 63 105 159.39 Pale yellow sandy SILT (ML) and silty SAND (SM) 106 158.39 107 157.39 108 156.39 109 155.39 White SHELL HASH with fine-eoarse-grained 98 108.5-110 8-18-39 57 SAND and large shell fragments 110 154.39 111 '153.39 112 152.39 113 151.39 114 150.39 lOB 113.5-115 12-30-30 60 115 149.39 116 148.39 117 147.39 118 145.76 Same as above with increase in fines 119 145.39 118 118.5-120 16-20-40 60 120 144.39 Form 659901 7*26*2004 L.41-\ - ~ '0
DRILLING LOG [Hale No. .OW-1005 GEOLOGICAL SERVICES I Sheet 5 of 6 SITE Vogtle ALWA SSAR TOTAL DEPTH 170 SURF.ELEV. 264.389 Sample No. Slandard PSllflll1lltion TIlSI Depth II. Elev. F\. From Toft. Blows Materlal Description, Classification and Aemal1 S,,,w l'l>.... w",./J- GEOLOGICAL SERVICES Sheet 1 of 3 J "' SITE Vogtle ALWR SSAR Burke County, Georgia HOLE DEPTH NA 75 SUR"F.ELEV.
NA 263 LOCATION COORDINATES N E ANGLE NA BEARING NA CONTRACTOR Kilman ORILLNO. CME45 DRILLING METHOD 31/4K HAS NO. SAMPLES 15 NO. U.D. SAMPLES NA WATER TABLE DEPTH NA ELEV. NA TIME AFTER COMP. NA DATE TAKEN NA TYPE GROUT NA QUANTITY NA MIX NA DAJUING START DATE 5131/2005 DRILlER Kilman RECORDER Tinsley APPROVED NA DRILLING COMPo DATE 5131/2005 Sample Standard Penetration Test Depth ft. Elev.Ft. Material Descripllon. Classification and Remarks No. From Toft. Blows N BPF Comments 0 263.00 1
2 262.00 Brown to reddish yellow SAND (SP), fine- to medium-grained,loose 3 261.00 1A 3.5-5 4-12-11 23 4 260.00 5 259.00 6 258.00 7 257.00
) 8 256.00 Mottled red and yellow silty SAND, fine- medium-
--' grained (SW) to sandy silt (ML) 2A 8.5-10 2-10*14 24 9 255.00 10 254.00 11 253.00 12 252.00 13 251.00 Red SAND, fine-grained, loose (SP) 3A 13.5-15 3-7-7 14 14 250.00 15 249.00 16 248.00 17 247.00 18 246.00 Dark red, SAND, fine-grained (SP), loose 4A 18.5-20 7-6-6 12 19 245.00 20 244.00 21 243.00 22 242.00
] 23 241.00 24 240.00 Form 659901 7-26-2004 2.4A - 58
SOUTHERN .... COMPANY DRILLING LOG HoleNa. OW-1005A E,.~ro It> $ * . . - *,lIrWiJ,.lJ~ GEOLOGICAL SERVICES Sheet 2 of 3 ) SITE Vogtle AlWR SSAR Sample ITAL DEPTH Standard Penetration Test 75 SURF.ELEV. 263.759 Depthtl. Elev. R. Matet1al Descriplion, Clesslflcation and RemaAl8 No. FromTofL Blows NBPF Comments 'ROD
%Rec 25 238.76 Red and yellow SAND, fine-grained (SP), loose 5A 23.5-25 11-7-8 15 26 237.76 27 236.76 28 235.76 Yellow SAND, fine-grained (SP), loose 6A 28.5-30 6-7-8 15 29 234.76 30 233.76 31 232.76 32 231.76 33 230.76 7A 33.5-35 7-10-11 21 34 229.76 35 228.76 36 227.76 37 226.76
) 38 225.76 Red to light red, SAND, fine-grained, (SP), loose 8A 38.5-40 8-7-8 15 39 224.76 40 223.76 41 222.76 42 221.76 43 220.76 Strong Brown. SAND, fine-coarse grained with 9A 43.5-45 13-8-8 16 44 219.76 some fines. (SW) 45 218.76 46 217.76 47 216.76 48 215.76 I::lrown to grey Silty ~AI\lU, lIne-eoarse gralneo (::iM) 1UA 4H.5-5U 13-7-5 12 49 214.76 50 213.76 51 212.76 52 211.76 J 53 210.76 ) 54 55 209.76 208.76 light grey CLAY (Cl) 11A 53.5-55 3-3-3 6 56 207.76 Form G59901 7-26-2004 2.4A - 59
SOUTHERN ...... DRILLING LOG Hole No. COMPANY OW-1005A 5"",, *'"r Wor/4 GEOLOGICAL SERVICES
)
En,~;o Sheet 3 of 3 SITE Vogtle ALWR SSAR 75 TOTAL DEPTH SURF.ELEV. semple S18ndan:l PenelrBtlon Test Depth It. Elev. FI. No. Matenal Description, Classification and Rematl<s From To n. Blows NBPF Comments 57 -57.00 58 -58.00 12A 58.5-60 4-7-9 16 59 -59.00 Light grey silty SAND very fine to fine grained. (SW) 60 -60.00 61 -61.00 62 -62.00 63 -63.00 13A 63.5-65 4-5-25 30 64 -64.00 Light grey CLAY, (CL) stiff, calcareous 65 -65.00 66 -66.00 67 -67.00 68 -68.00 14A 68.5-70 8-12-23 35
.69 -69.00 70 -70.00 )
71 -71.00 72 -72.00 73 -73.00 15A 73.5-75 9-11-21 32 74 -74.00 75 76 -76.00 Boring terminated at 75' . 77 -77.00 This borehole was abandoned due to the use of 31/4" augers, which are incorrect size for well installation. 78 -78.00 Borehole OW-1005 was completed approximately 10' 79 -79.00 from this hole using 41/4" augers. Well OW-1005 is installed in that hole. 80 -80.00 81 -81~00 82 -82.00 I
~. -83.00 84 -84.00 85 -85.00 86 -86.00 87 -87.00 88 -88.00 Form GS9901 7 26 2004 L.~~ - uu
DRILLING LOG Hole No. QW-1006 GEOLOGICAL SERVICES Sheet 1 of 5 LOCATION NA Greene ANGLE NA BEARING
--------- CONTRACTOR DRILLING METHOD ~A - - - - - - N - O - -..;.,SA_M_P..,;;L;;;;,E.;.,S 4 N..;.,O_.U.D. SAMPLES WATER TABLE DEPTH NA ELEV.
NA TIME AFTER COMPo NA DATE TAKEN 6/9/2005 TVPEGROUT QUANTITY
-------- MIX DRILLING START DATE DRILLER Arthur, Jarred RECORDER SC Bearce APPROVED NA DRILLING COMPo DATE 6/14/2005 Sample Standard Penetration Test Depth fl. Elev. Ft. Malerial Description, CISBBiticatlon and Remarks No. From To ft. Blows N BPF Comments 0 227.12 1 226.12 No sampling prior to 118.5. See log for 1006A for soil descriptions through 120*130' depth. OW-1006A 2 225.12 was abandoned. Drilling was terminated due to shortage of auger.
3 224.12 4 223.12 5 222.12 6 221.12 7 220.12 ) 8 219.12 9 218.12 10 217.12 11 216.12 12 215.12 13 214.12 14 213.12 15 212.12 16 211.12 17 210.12 18 209.12 19 208.12 20 207.12 21 206.12 22 205.12 ) 23 204.12 24 203.12 FOfTTl GS9901 7*26*2004 2.4A - 61
SOUTHERN -. COMPANY DRILLING LOG Hole No. OW*l006 E .."ro ~" tH,,,,, y".., WfnJJ"' GEOLOGICAL SERVICES Sheet 2 of 5 SITE Vogtle ALWR SSAR 135 TOTAL DEPTH SURF.ElEV. 227.121 sample Standard Penetralion Tesl Depth Elev. Material Description, Classilication and Remarks No. From To Blows N Comments 25 202.12 See page 1 26 201.12 27 200.12 28 199.12 29 198.12 30 197.12 31 196.12 32 195.12 33 194.12 34 193.12 35 192.12 . 36 191.12 37 190.12 'J 38 39 189.12 188.12 40 187.12 41 186.12 42 185.12 43 184.12 44 183.12 45 182.12 46 181.12 47 180.12 48 179.12 49 178.12 50 In.12 51 176.12 52 175.12 53 174.12 54 172.49 55 172.12 56 171.12 Form GS9901 7-26-2004 L. - VL.
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1006 En~ro _ S~"1J.1'O ..... W& ..t.r GEOLOGICAL SERVICES Sheet 3 of 5 SITE Vogtle ALWR SSAR 135 TOTAL DEPTH SUAF.ELEV. 227.121 Sample Standard Penellalion Test Deplh Bev. Material Description. Classillcallon and Remar1ls No. From To Blows N Ccimments 57 170.12 See page 1 58 169.12 59 168.12 60 167.12 61 166.12 62 165.12 63 164.12 64 163.12 65 162.12 66 161.12 67 160.12 68 159.12 69 158.12 70 157~12 71 156.12 72 155.12 73 154.12 74 153.12 75 152.12 76 151.1.2 77 150.12 78 149.12 79 148.12 80 147.12 81 146.12 82 145.12 83 144.12 I 84 143.12 ... 85 142.12 86 140.49 87 140.12 88 139.12 FORn GS9901 7-26*2004 z.'+1-\ - 00
SOUTHERN ..... COMPANY DRILLING LOG Hole No. OW-1006 E,,~rv 10 Srrllt' ~ ..r lJI70rkr GEOLOGICAL SERVICES Sheet 4 of 5 ) SITE Vogtle ALWR SSAR Sample TOTAL DEPTH Standard Penelration Test 135 SURF£LEV. 227.121 Depth ft. Elev. Fl. Material Description, Classification and Remarks No. ~F:"'rom---=T~o ~1t.~;;;;;';;';"";';:BI~ows";;;;;';;';";';;';';-":":N-=B'=':pF:-I Comments 89 90 91 92 93 94 95 96 97 98 99 100 101 ) 102 103 104 105 - 106 107 108 109 110 111 112 113 114 115 116 117 ) t--:1..;.1,:,8-+-_ _-f Sampling begins at 118.5' 119 118.5-120 No SPTs Pushed because of problems Tan sandy and shelly CLAY (CH), saturated 120 Fonn GS9901 7*26*2004
DRILLING LOG IHoie No. OW-1006 VogUe ALWR SSAR GEOLOGICAL SERVICES I Sheet 5 of 5 SITE TOTAL DEPTH 135 SURF.ELEV. 227.121 Sample No. Standard Penetration Test Oepth n. Bev. Ft. From Toft. Material Description. Cla8slfication and Remarlls Blows N Comments 121 106.12 122 105.12 123 104.12 Tan sandy and shelly CLAY (CH), saturated 124 103.12 2 123.5-125 NA NA NoSPTs 125. 102.12 Pushed because of drilling 126 101.12 problems 127 100.12 128 99.12 3 128.5*130 NA NA 129 98.12 Light tan, fine-eoarse grained SAND with shell (SW) 130 97.12 131 96.12 132 95.12 133 94.12 4 133.5-135 NA NA 134 93.12 Greenish grey MARL last sample at 135.0' 135 92.12 Boring terminated at 133.5 136 91.12 -six 150 gallon tubs of water used during 137 90.12 drilling 138 89.12 139 88.12 140 87.12 141 86.12 142 85.12 143 84.12 144 83.12 145 82.12 146 81.12 147 80.12 148 79.12 149 78.12 i'.J 150 76.49 151 76.12 152 75.12 Form GS9901 7*26*2004 2.4A - 65
SOUTHERN ...... DRILLING LOG Hole No. OW-1006A COMPANY Ii En,"O ", S,..- SITE n ... r W"rt.i Vogtle ALWR SSAR GEOLOGICAL SERVICES HOLE DEPTH 125 Sheet 1 of 5 SURF.ELEV. 226.491 LOCATION Burke County, Georgia COORDINATES N 1143910.384 E 775393.399 ANGLE NA BEARING NA CONTRACTOR S&ME DRIUNO. CME55 DRIUING METHOD 4-1/4" HAS NO. SAMPLES 25 NO. U.O. SAMPLES NA WATER TABLE DEPTH 79' ELEV. TIME AFTER COMPo DATE TAKEN 6/3/2005 TYPE GROUT NA QUANTITY NA MIX NA DRILLING START DATE 6/312005 DRILLER Tim Hall RECORDER Tinsley APPROVED NA DRIUING COMPo DATE 6/412005 Sample Standard Penetration Tesl Depth ft. Elev. FI. Material Description, Classilication end Remarks Nc. From Toft. Blows NBPF Comments 0 225.49 1 224.49 2 .223.49 3 222.49 1 3.5-5 5-5-7 12 4 221.49 Yellowish brown SAND, fine-grained, loose (SP) 5 220.49 6 219.49 7 218.49 ~ 8 217.49 9 216.49 Strong brown SAND, fine-grained, loose (SP) 2 8.5-10 3-3-3 6 10 215.49 11 214.49 12 213.49 13 212.49 14 211.49 Reddish yellow SAND, fine-grained, loose (SP) 3 13.5-15 3-5-7 12 15 210.49 16 209.49 17 208.49 18 207.49 19 206.49 Red and yellow SAND, fine-grained, loose (SP) 4 18.5*20 3-4-5 9
~- ~i9=
- 21 204.49 22 203.49
~ 23 202.49 24 201.49 Form-GS9901 7*26*2004 2.4A - 66
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1006A E,,~rzJ1 rtlS~ .._ ~ .... ~ ../d-GEOLOGICAL SERVICES Sheet 2 of 5 SITE Vogtle ALWR SSAR 125 TOTAL DEPTH SURF.ELEV. 226,491 Sample Standard PenelraUon Tesl Dep\tllt. Elev.A. Malenal Description, Classification and Remarks No. From To It. Blows NBPF Comments 25 201.49 Red and yellow SAND, fine-grained, loose (SP) 5 23.5-25 4-4-4 8 26 200.49 27 199.49 28 198.49 6 28.5-30 3-4-6 10 29 197.49 30 196.49 31 195.49 32 194.49 33 193.49 7 33.5-35 3-5-5 10 34 192.49 35 191.49 36 190.49 37 189.49 38 188.49 WOAI Yellowish red silty SAND, fine-grained (SM) 8 38.5-40 WORJ18" 18" 39 187.49 40 186.49 41 185.49 42 184.49 43 183.49 White SAND, fine-grained, loose, with black minerals 44 182.49 (SP) 9 43.5-45 WOR 1*1 2 45 181.49 46 180.49 47 179.49 48 178.49 49 177.49 10 48.5*50 1-2-2 4 50 176.49 light gray CLAY, slightly sandy, medium stiff (CL) 51 175.49 52 174.49 53 173.49 'J 54 55 172.49 Reddish yellow clayey SAND (SC) 171.49 11 53.5-55 WORJ18 WOAI 1B" 56 170.49 Form G59901 7*26*2004
- I_-
SOUTHERN .., . COMPANY DRILLING LOG Hole No. OW-1006A E ..",rgy N S"'rtI'" ~ .. r Wo ../J" GEOLOGICAL SERVICES Sheet 3 of 6 SITE Vogtle ALWR SSAR *OTAlDEPTH 125 SURF.ELEV. 226.491 Sample Standard Penetrallon Teal Cepthlt. Elev. Fl. Malerial DescripUon, Classification and Remarks No. FromToft. Blows NBPF Comments 169.49 57 Light gray and reddish yellow sandy CLAY (CL), soft 168.49 58 12 58.5-60 1"~-1 2 167:49 59 166.49 60 165.49 61 164.49 62 163.49 63 162.49 13 63.5-65 WOH/18- WHOI 64 18-161.49 Yellow slightly sandy SILT (MH) 65 160.49 66 159.49 67 158.49 68 157.49 69 Mottled red to gray clayey SAND. fine- to medium* 156.49 grained (Se) 14 68.5-70 WOH/121S 17 ) 70 155.49 71 154.49 72 153.49 73 152.49 74 151.49 75 15 73.5-75 2-4-3 7 150.49 76 149.49 77 148.49 78 147.49 6/312005 79 ~ 146.49 16 78.5-80 3-2-2 4 79' from ground 80 Yellowish brown SAND, fine- to coarse-grained surface 145.49 slight fines (SW). loose 81 t--- 144.49 82 143.49 83 142.49 17 83.5-85 12-16-17 33 84 141.49 Pale yellow clayey SAND. to sandy CLAY with 85 small to large she It fragments, stiff (SC-CL) 140.49
~
139.49 87 138.49 88 Form GS9901 7 26-2004 '-.""Tr - vv
~
SOUTHERN" COMPANY DRILLING LOG Hole No. QW-1006A E,,~,.gy'" s~,.." *'*r Workr GEOLOGICAL SERVICES Sheet 4 of 5 SITE Vogtle ALWR SSAR 125
-OTAlDEPTH SURF.ELEV. 226.491 Sample Standard Penetration Test Deplhfl. Bey. Ft. Material Description. ClassHicatlon and Remarks No. From To It. Blows NBPF Comments 89 137.49 Pale yellow sandy CLAY, stiff, calcareous (shell 18 88.5*90 7-7-9 16 fragments) (CL) 90 136.49 91 135.49 92 134.49 93 133.49 19 93.5-95 8-8-9 17 Pinkish white clayey SAND, fine* coarse-grained with 94 132.49 shell fragments (SC)
'95 131.49 96 130.49 97 129.49 98 128.49 Light gray SAND, fine-grained (SP) 20 98.5-100 12-14-17 31 99 127.49 100 126.49 101 125.49
) 102 124.49 103 123.49 104 122.49 21 103.5-105 7-7-8 15 105 121.49 106 120.49 107 119.49 108 118.49 Light gray SAND, fine-to medium grained, increase in fines (SW) 22 108.5-110 10-10-10 20 109 117.49 110 116.49 111 115.49
. 112 114.49 113 113.49 114 112.49 Very light tan silty SAND (SM) 23 113.5-115 10-11-14 25 115 111.49 116 110.49 117 109.49 118 108.49 119 107.49 light gray COQUINA, unconsolidated 24 118.5-120 8-9-10 19 120 106.49 ~ I~~
Form GS9901 7-26-2004
DRILLING LOG IHoie No. OW*l006A GEOLOGICAL SERVICES I Sheet 5 of 5 SITE Vogtle ALWR SSAR 125 TOTAL DEPTH SURF.ELEV. 226.491 Sample No. Slandlld Penetration Test Oeplhft. Elev.R. FromTo1t. Blows NBPF Meteriel Oeecripllon. ClasBificaUon and Remarks Commeolll 121 105.49 122 104.49 123 103.49 124 102.49 light gray COQUINA, unconsolidated 25 23.5-12 9-16-16 32 125 101.49 Boring terminated at 125' due to shortage of auger. 126 100.49 This borehole was abandoned. 127 99.49 128 98.49 129 97.49 130 96.49 131 95.49 132 94.49 133 93.49 134 92.49 135 91.49 136 90.49 137 89.49 138 88.49 139 87.49 140 86.49 141 85.49 142 84.49 143 83.49 144 82.49 145 81.49 146 80.49 147 79.49 148 78.49 149 77.49 150 76.49 I~ 151 75.49 152 74.49 FORn G59901 7*26-2004 2.4A - 70
SOUTHERN ..... DRILLING LOG Hole No. OW-l007 COMPANY E"."O ltD S.,."" l'O",.W....u- GEOLOGICAL SERVICES Sheet 1 of 5 SITE _ _ _ _ _ _ _ _ _ _ _ _Vogtle ___ ALWR _ _ SSAR _ _ _ _ _ _ _ _ _ _ _ _ _....:.:IOLEDEPTH 122 _ SURF.I;LEV. 216.91 Burke County, Georgia _ _ _1142383.767 _______ E 619301.009 -I LOCATION COORDINATES N ANGLE NA BEARING I\I_A _ CONTRACTOR Greene DRILL NO. _ _..;C_M_E~7.;.5_1..;.9.;.93;"..._--1 DRIUING METHOO.....;.. 41M"HSA ...;N.:.;:O:.:...::::SA;.;;M:;;,P.=L.::::ES:...- 6 ...:.:..NO
.. U.D. SAMPLES NA WATER TABLE DEPTH NA
£lEV.
_ _ _ _ _ _ _ _ MIX NA TIME AFTER COMPo ___N_A DATE TAKEN DRIUING START DATE 6/4/2005 TYPE GROUT QUANTITY DRlliER Arthur/Jarrell RECORDER SC Bearce APPROVED NA DRILLING COMPo DATE 617/2005 Sample Standard Penetration Test Depth ft. Bev. A. Malerial Des<:ription, Classification and Remarks No. From To ft. Blows N BPF Comments 0 216.91 1 215.91 Sampling In this borehole began at 98.5' 2 214.91 (Sheet 4). 3 213.91 OW-l007 is a well pair with OW-1008. See boring log for OW-l00B for description of upper sediments. 4 212.91 5 211.91 6 210.91 7 209.91 ~ 8 208.91 9 207.91 10 206.91 11 205.91 12 204.91 13 203.91 14 202.91 15 201.91 16 200.91 17 199.91 18 198.91 19 197.91 20 196.~1. 21 195.91 22 194.91 .~ 23 193.91 24 192.91 Fonn GS9901 7-26'2004 2.4A - 71
SOUTHERN\; DRILLING LOG Hole No. QW-1007 COMPANY E .. ~rv 6" S6r,,~ ~..,. w.,,.u- GEOLOGICAL SERVICES Sheet 2 of 5 SITE Vogtle ALWR SSAR 122 TOTAL DEPTH SURF.ELEV: 216.91 Sample Standard Penetralion Test Depth Bev. Material Description. Classification end Remarks No. From To Blows N Comments 25 191.91 See page 1 26 190.91 27 189.91 28 188.91 29 187.91 30 186.91 31 185.91 32 184.91 33 183.91 34 182.91 35 181.91 36 180.91 37 179.91 38 178.91 39 1n.91 40 176.91 41 175.91 42 174.91 43 173.91 44 172.91 45 171.91 46 170.91 47 169.91 48 168.91 49 167.91 50 166.91 51 165.91 52 164.91" 53 163.91 54 162.28 55 161.91 56 160.91 Fonn GS9901 7 26 2004 L.". - {L
"1~ "A I
'21R.?lt COMPANY JA DRILLING LOG Hole No. OW~1007 E","V _ s"", te...,. w..,.u- GEOLOGICAL SERVICES
) Sheet 3 of 5 SITE Vogtle ALWR SSAR TOTAL DEPTH 122 SURF.ELEV. 216.91 Sample Standard Penetration Tesl Cepih Elev. Material De$Cl\pllon. Classllicallon and Aemar\(s No. From To Blows N Comments 57 159.91 See page 1 58 158.91 59 157.91 60 156.91 61 155.91 62 154.91 63 153.91 64 152.91 65 151.91 66 150.91 67 149;91 68 148.91 69 147.91 ) 70 71 146.91 145.91 72 144.91 73 143.91 74 142.91 75 141.91 76 140.91 77 139.91 78 138.91 79 137.91 80 136.91 81 135.91 82 134.91 83 133.91 J 84 132;91 85 . 131.91 ) 86 130.28 87 129.91 88 128.91 fonn GS9901 7262004 "'-.'t~ - I v
SOUTHERN ...... DRILLING LOG Hole No. OW-1007 COMPANY E""'D'" S",.,." Yc..., w.. ,t.r GEOLOGICAL SERVICES Sheet 4 of 5 SITE Vogtle ALWR SSAR 122 TOTAL DEPTH SURF.ElEV. 216.91-Sample Standard Pene1raflon Test Depth Ft. EJev. FL Malerial Description. ClassilicaUon and Aemari<s No. From To FL Blows NBPF Comments 89 127.91 90 126.91 91 125.91 92 124.91 93 123.91 94 122.91
-95 121.91 96 120.91 97 119.91 98 118.91 Drilling begins at 98.5' 99 117.91 1 98.5-100 WOR 100 116.91 101 115.91 102 114.91 103 113.91 Tan fine-grained silty SAND (8M), saturated 104 112.91 2 103.5-105 2-4-6 10 105 111.91 106 110.91 107 109.91 108 108.91 109 107.91 Very light tan silty SAND (SM) becoming shelly 3 108.5*110 SOlS" 50/5" 110 106.91 111 105.91 I 112 104.91 113 103.91 114 102.91 light olive grey CLAY(CH) 4 113.5-115 80/3" 5013" 115 101.91 116 100.91 117 99.91 I-:J 118 119 97.91 l<:ireenlsn grey MAHL 5 118.5-120 NA NA 120 96.91 FORn GS9901 7-26-2004 ~.~,
DRILLING LOG IHoie No. OW-1007 Vogtle ALWR SSAR GEOLOGICAL SERVICES I Sheet 5 of 5 SITE 122
~
TOTAL DEPTH SURF.ELEV. 216.91 ! .. Sample SlBndard Penetration Test OepthFI. Elev. Ft. No. Materiel DElllCripflon. Clasallicelion and Remarks FromToFt. Blows N(BPF) Comments 121 95.91 Greenish grey MARL 5 120-122 NA NA ss pushed with hydraulics 122 94.91 because cat-Boring terminated at 122' head broke 123 93.91 124 92.91 Estimated 3 auger volumes of light 125 91.91 drilling f1iud lost in this hole. 126 90.91 Approximately 100 127 89.91 gallons of water used In drilling and 128 88.91 installation activities
. in addition to fluid.
129 87.91 130 86.91 131 85.91 132 . 84.91 133 63.91
. 134 82.91 135 . 81.91 136 80.91 137 79.91 138 78.91 139 77.91 140 76.91 141 75.91 142 74.91 143 73.91 144 72.91 145 71.91 146 70.91 147 69.91 148 68.91 I 149 67.91 150 66.28
~ 151 65.91 152 64.91 form 689901 7*26-2004 2.4A - 75
SOUTHERN'\. DRILLING LOG Hole No. OW-1008 COMPANY i~ E",,"D I .. S"r,," l'iJflrW.,rlJ- GEOLOGICAL SERVICES Sheet 1 of 8 SITE V_O_9_t_le_A_L_W_R_S_S_A_R ...;;IOLE DEPTH 2_4_7 _ SURF.ELEV. 216.65 Burke County, Georgia COORDINATES N _ _ _1142347.939 _______ E 619306.686 -I LOCATION ANGLE DRILLING METHOD NA BEARING _-_1_/4_"_H_S_A_an_d_R_o_to_s_o_n_ic_ 3 NA NO. SAMPLES CONTRACTOR _ _ _ _47 __K_i_lm_a_nJ_P_r_os_o_n_ic__ DRILL NO, _ _ NO. U.D. SAMPLES e_M_E_45_/_S_R_-oa,;;",,;;..;3~--I NA WATER TABLE DEPTH 89.78' Toe ELEV. 12a.24' TIME AFTER COMPo N_A_ _ DATE TAKEN 6/7/2005 TYPE GROUT NA QUANTITY ____ NA_ _ _ _ MIX NA DRILLING STAAT DATE 5/25-26/2005 - Kilman DRILLER Tony RECORDER S Bearce APPROVED NA DRILLING COMPo DATE 5/31-6/1/2005 - Prosonic Sample Standard Penetration Test Depth fl. Elev. A. Material Description. Classification and Remarks No. From To ft. Blows N (bpf) Comment9 o 216.65 1 215.65 2 *214.65 3 213.65 4 212.65 5 211.02 Light red fine-gained silty SAND 1A 3.5-5 24-25-15 40 6 210.65 7 209.65 8 208.65 9 207.65 10 206.65 2A 8.5-10 21-22-7 29 11 205.65 12 204.65 13 203.65 14 202.65 15 201.65 3A 13.5-15 10-15-14 29 16 200.65 17 199.65 18 198.65 19 197.65 20 196.65 4;\, 18.5-20 6-4-7 11 21 195.65 22 194.65 23 193.65 24 '192.65 Fonn GS9901 7*26*2004 2.4A - 76
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1008 E,.,,'%)I r" S".,.II" ~...,.W".,.IJ- GEOLOGICAL SERVICES ' Sheet 2 of 8 SITE Vogtle ALWR SSAR 2..7 TOTAL DEPTH 5URF.EtEV. 216.65 sample Slandard Penetration Test Depth Bev. Material Description, Classification end Remar1<s No. From To Blows N Comments %Rec ROO 25 191.65 Light yellow fine-grained SAND 5A 23.5-25 15-24-47 71 26 190.65 27 189.65 28 188.65 29 187.65 30 186.65 6A 28.5-30 19-14-18 32 31 185.65 32 184.65 33 183.65 34 182.65 35 181.65 Ught yellow fine-grained silty SAND 7A 33.5-35 28-24-19 43 36 180.65 37 179.65 38 178.65 39 177.65 40 176.65 Light red fine-grained silty SAND 8A 38.5-40 3-8-16 24 41 175.65 42 174.65 43 173.65 44 172.65 45 171.65 9A 43.5-45 18-27-35 62 46 170.65 47 169.65 48 i68.65 49 167.65 50 166.65 10A 48.5-50 14~5-6 11 51 165.65 52 164.65 53 163.65 .....M- 162.02 55 161.65 11A 53.5-55 20-21-23 44 56 160.65 Fa nn 659901 7*26-2004 L.LH-\ - . (
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1008 E .. ,rgy'" $,rw Kt..r W0rl.tr GEOLOGICAL SERVICES Sheet 3 of 8 SITE Vogtle ALWR SSAR TOTAl DEPTH 247 SURF.ElEV. 216.65 Sample SlBndard Penetration Test Depth E1ev. Material DesaipMon. Classification and Remarlts No. from To Blows N Comments %Rec ROO 57 159.65 58 158.65 59 157.65 60 156.65 Mottled reddish yellow brown fine-grained silty SAND 12A 58.5-60 4-6-6 12 61 155.65 62 154.65 63 153.65 64 152.65 65 151.65 Mottled light-red fine-grained silty sand 13A 63.5-65 4-4-5 9 66 150.65 67 149.65 68 148.65 69 14.7.65 70 146.65 Ught red fine-grained silty SAND, moist 14A 68,5-:70 3-2-3 5 71 145.65 72 144.65 73 143.65 74 142.65 75 141.65 White medium grained silty SAND - moist 15A 73.5-75 2-2-2 4 76 140.65 n 139.65 78 138.65 5/25.2005 79 137.65
.1:.
80~ 80 136.65 White silty medium-grained SAND with shell fragments 16A 78.5-80 2-3-3 6 81 135.65 82 134.65 f-'~ 133~§§.. 84 132.65 85 131.65 White silty sandy SHELL HASH 17A 83.5-85 2-2-2 4 86 130.02 87 129.65 88 128.65 ,., A" I7Q Form GS9901 7 26 2004
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1008 E.. ,,"8Y 6" S"r"" ~ ..,. WtJrV GEOLOGICAL SERVICES Sheet 4 of 8 SITE Vogtle ALWR SSAR 247 SURF.ELEV. 216.65 Sample Standard Penetration Test Depth ft. Elev.ft. Material Description. Clessilication and AemslXs No. From To ft. Blows N (bpf) Co!mlents 89 127.65 en/os 90 126.65 White medium-grained silty SAND, moist 18A 88.5~90 3-4-4 8 89.78' from TOC 91 125.65 92 124.65 93 123.65 94 122.65 95 121.65 White medium-grained silty SAND, with shell fragments 19A 93.5-95 17-24-21 45 and sharks teeth 96 120.65 97 119.65 98 118.65 99 117.65 100 116.65 White silty SHELL HASH, saturated 20A' 98.5-100 50/2- 50.2-101 115.65 102 114.65 103 113.65 104 112.65 105 111.65 White medium-grained silty SAND, saturated 21A 102.5-105 18-20-22 44 106 110.65 Kilman drills to 107 109.65 105' 108 108.65 Prosonic completes Yellowish tan, fine*medium and coarse grained SAND 1 108.5 - 11C hole from 107' 109 107.65 (SW) clay and silt present but generally less than 10% Coarse sand fraction composed of angular shell 110 106.65 fragments ranging in size from 2mm to 1 cm. Occessional larger shell fragments. Abrupt changel 111 105.65 contact between sample intervals 112 104.65 113 103.65 2 113.5-115 NA NA 114 102.65 115 101.65 I
, I 116 100.65 117 99.65 Medium greenish grey MA~L with accassional 118 98.02 fossils. 3 118.5-120 NA NA 119 97.65 120 96.65 " A A Form G59901 7*26-2004
DRILLING LOG p-iole No. OW-10G8 SITE VOgtle ALWR SSAR GEOLOGICAL SERVICES I Sheet 5 of 8 a.. ~ TOTAL DEPTH 247 SURF.ELEV. 216.65
~ Sample No. Sland81'l! Penetration Test Deplhlt. Elev.A.
Material Descrtption, ClllBSllicalion and Remarks From Toll Blows N(bpl) Comments 121 95.65
~
122 94.65 123 93.65 Medium greenish grey MARL with occassional 4 123.5-125 NA NA 124 92.65 fossils. 125 91.65 126 90.65 127 89.65 5 128.5-130 NA NA 128 88.65 129 87.65 130 86.65 131 85.65 132 84.65 133 83.65 6 133.5-135 NA NA "134 82.65
~ 135 81.65 136 80.65 Greenish grey limestone, layer - 3" thick, fine-137 79.65 a~~!!J_~~l.~.!'!i~!_t..~Il_~A'3!_ _____________________________
138 78.65 7 138.5-140 NA NA 139 n.65 140 76.65 141 75.65 142 74.65 143 73.65 144 72.65 145 71.65 146 1 70 .65 147 69.65 I ~ 148 68.65 Medium greenish grey MARL with occassional fossils. 8 148.5-150 Na NA 149 67.65
. 150 151 65.65 I 152 64.65 Form 3S9901 7*26-2004 L."T - VV
DRILLING LOG IHoie N.o. OW-1008 GEOLOGICAL SERVICES I Sheet 6 of B SITE Vogtle ALWR SSAR 247 TOTAL DEPTH SURF.ELEV. 216.65 Sample No. Standard Penetration Test Depth It. Elev. FI. Materiel DeSCrfptlon, Classmcallon and Remarks From*Tolt. Blows N(bpf) Comments 153 63.65 154 62.65 155 61.65 156 60.65 157 59.65 Medium greenish grey MARL with occassional fossils. 158 58.65 9 158.5*160 NA NA 159 57.65 160 56.65 161 55.65 162 54.65 163 53.65 10 163.5-165 NA NA 164 52.65 165 51,65 166 50.65 167 49.65 Same MARL 168 48.65 .. 11 168.5-170 NA NA 169 47.65 170 46.65 171 45.65 172 44.65 173 43.65 12 173.5-175 NA NA 174 42.65 175 41.65 176 40.65 Grades to Shelly or fine to coarse grained SAND (SP) composed of whole and angular shell fragments in 1n 39.65 a MARL matrix (70%) 178 38.65 13 178.5-180 NA NA 179 37.65 I 180 36.65
*Sand" ranges from 10-30%
181 35.65 182 183 33;65 14 183.5-185 NA NA 184 32.65 Form 659901 7*26*2004
~.
~
DRILLING LOG IHoie No. OW-1008 Vogtle ALWR SSAR GEOLOGICAL SERVICES I Sheet 7 of 8 SITE TAL DEPTH 247 SURF.ELEV. 216.65
. ~
sample Standard Penetration Test Deplhft. Elev. Fl. No.
Malerla! DescrlpUon, Clasliflcallan and Remar1 Ser_ *o.,r WlJrur GEOLOGICAL SERVICES Sheet 1 of 4 SITE Vogtle ALWR SSAR - ESP JlE DEPTH 1_°_7_50
_ SURF.ELEV. NA LOCATION Burke County, GA COORDINATES N
__________ E -1 ANGLE NA BEARING N_A_" _ CONTRACTOR _ __ K_i1rn_a_n_B_ro_. DRILL NO. C_M_E,;;;,*...:5...:5 -I DRILLING METHOD 31/4" HAS _ NO. SAMPLES _ _ _ _21 _ _ _ _ _ _NO~. U.D. SAMPLES o WATER TABLE DEPTH 80 ELEV. 136 TIME AFTER COMP. NA DATE TAKEN 5/2612005 TWEGROUT NA QUANTITY
____ NA_ _ _ _ MIX NA DRIWNG START DATE 5/2612005 DRILLER Kilman Bro. RECORDER RA Esposito APPROVED NA DRILLING COMP. DATE 5/2612005 Sample Standard Penetration Test Depth FT Elev. FT. Material Description, Classification and Ramarks No. ........-:Fro-m"""'='To-:FT~. ,.;.;-.;;;...;.";B1;;.;.DW9=...;.;.;..,.....~N~(b~p.,,.f)--I Comments 0"
1 2
3 4
5 Ught red fine-gained silty SAND 3.5*5 40 6
7 8
9 10 2 8.5-10 21*22-7 29 11 12 13 14 15 S-3 13.5-15 10-15-14 29 16 17 18 19 20 5-4 18.5-20 6-4*7 11 21 22 23 24 Form GS9901 7-26-2004 2.4A - 84
SOUTHERN COMPANY A. DRILLING LOG Hole No. OW-1QOBA E,,~rgy N .._ .... Wo..U- GEOLOGICAL SERVICES Sheet 2 of 4 s~ ~
SITE VogUe ALWR SSAR 107.5 TOTAL"DEPTH SURF.ElEV. NA Sampla Standard PenetratIon Tesl Depth FT Elev. FT. Ma18I1aJ Description,.ClassiflCation and Remarks No. FlOm To FT. Blows N(bpf) Commenis 25 Light yellow fine-grained SAND 5 23.5-25 15-24-47 71 26 27 28 29 30 6 28.5-30 19-14-18 32 31 32 33 34 35 Light yellow fine-grained silty SAND 7 33.5-35 28-24-19 43 36 37 38 39 40 Light red fine-grained silty SAND 8 38.5-40 3-8-16 24 41 42 43 44 45 9 43.5-45 18-27-35 62 46 47 48 49 I 50 10 48.5-50 14-5-6 11 51 52 53 54 55 11 53.&-55 20-21-23 44 56 ? l1A _ R'>
Form GS9901 7-26*2004
SOUTHERN ....
COMPANY DRILLING LOG Hole No.- OW-1008A E""rrJI ~tI S",..,,, ..,. W&,.kr
~ GEOLOGICAL SERVICES Sheet 3 of 4 SITE Vogt'e ALWR SSAR 107.5 TOTAL. DEPTH SURF.ELEV. NA Sample Standard Penetration Test Depth It. Elev. Fl Material Description, Classification and Remario:s No. From Toll Blows N (bpi) Comments 57 58 59 60 Mottled reddish yellow brown fine-grained silty SAND 12 58.5-60 4-6-6 12 61 62 63 64 65 Mottled light-red fine-grained silty sand 13 63.5-65 4-4-5 9 66 67 68 0 69 70 Light red fine-grained silty SAND, moist 14 68.5-70 3-2-3 5 71 72 73 74 75 White medium grained silty SAND - moist 15 73.5-75 2-2-2 4 76 77 78 79 80 White silty medium-grained SAND with shell fragments 16 78.5-80 2-3-3 6 5/26/2005 81 80' from ground surface 82 83 84 85 White silty sandy SHELL HASH 17 83.5-85 2-2-2 4 86 87 88 ') ALI. RI':
Form 6S9901 7*26*2004
SOUTHERN .... DRILLING LOG Hole No. OW-1008A COMPANY E"'rrJI 1U> $#,.... *'.,,. WII,.U- GEOLOGICAL SERVICES Sheet 4 of 4 SITE Voglle ALWR SSAR 107.5 TOTAL DEPTH SURF.ElEV. NA Sample Standard Penetration Test Oepthf\. Bell. FL Material Description. Classification and Remarks No. From To IL Blows N(bpf) Comments 89 90 White medium-grained silty SAND, moist 18 88.5-90 3-4-4 8 91 92 93 94 95 White medium-grained silty SAND, with shell fragments 19 93.5-95 17-24-21 45 and sharks teeth 96 97 98 99 100 White silty SHELL HASH, saturated 20 98.5-100 50/2- 100+ 101 J 102 103 104 105 White medium-grained silty SAND, saturated 21 102.5-105 18-20-22 44 106 107 108 Boring terminated at 107.5' due to use of 3 1/4" augers. 109 This borehole was abandoned. 110 Well OW-1008 is 111 installed in adjacent borehole OW*1008. 112 113 114 115 ~ 116 117 118 119 120 ,., A 1\ O~ form GS9901 7-26-2004
SOUTHERN COMPANY A DRILLING LOG . Hole No. QW-1009 E",'V ~Q s,,._ ..,. Wo,.141
~ GEOLOGICAL SERVICES Sheet 1 of 4 SITE Vagtle ALWR SSAR - ESP IDLE DEPTH 100 SURF.ELEV. 220.887 l,OCAT1ON Burke County, Georgia COORDINATES N 1141891.645 E 620888.608 ANGLE NA BEARING NA CONTRACTOR S&ME DRILL NO. CME55 DRIUING METHOD 4-1/4" HAS NO. SAMPLES 21 NO. U.D. SAMPLES NA WATER TABLE DEPTH 70' ELEV. 150..257' TIME AFTER COMP. NA DATE TAKEN 5/24/2005 TYPE GROUT NA QUANTITY NA MIX NA DRILLING START DATE 5/24/2005
. DRILLER Ted RECORDER RA Esposito APPROVED NA DRILLING COMPo DATE 5/27/2005 Sample Standard Penetration Teet Depth Ft. Elev. Ft. Material Description, Classification and Remarks No. From To Ft. Blows N BPF Comments 0 220.89 1 .219.89 2 218.89 White to red fine-grained SAND 3* 217.89 1 3.5-5 4-10*10 20 4 216.89 5 215.89 Dark red fine-grained silty SAND 6 214.89 7 213.89 8 212.89 9 211.89 10 210.89 2 8.5-10 3-3-5 8 11 209.89 12 208.89 13 207.89 14 206.89 15 205.89 3 13.5-15 2-4-4 8 16 204.89 17 203.89 18 202.89 19 201.89 20 200.89 4 18.5-20 4-5-7 12 moist 21 199.89 22 198.89 23 197.89 24 196.89 Fonn GS9901 7*26*2004 2.4A - 88
SOUTHERN COMPANY A DRILLING LOG Hole No. OW-1009 E.. ~rrY~. S,,.,,,, ..,. w.,,.v
~
GEOLOGICAL SERVICES Sheet 2 of 2 SITE Vogtle ALWR SSAR 100 TOTAL DEPTH SURF.ElEV. 220.887 sample Standard Penetration Test DepthA. Elev. Fl Material DescriptiOn, Classification and Remarks No. From To Fl Blows NBPF Comments 25 195.89 Light yellow fine-gralned SAND 5 23.5-25 5-5-6 11 26 194.89 27 193.89 28 192.89 29 191.89 30 190.89 Ught yellow fine-grained silty SAND 6 28.5-30 3-6-7 13 31 189.89 32 188.89 33 187.89 34 186.89 35 185.89 7 33.5-35 34-5 9 36 184.89 37 183.89 38 182.89 39 181.89 40 180.89 Light yellow fine-grained silty clayey SAND, moist 8 38.540 2-2-3 5 41 179.89 42 178.89 43 1n.89 44 176.89 45 175.89 Light yellow silty CLAY, moist-plastic 9 43.545 2-4-6 10 46 174.89 47 173.89 48 172.89 49 171.89 50 170.89 Light yellow fine- to medium-grained silty SAND, moist 10 48.5-50 3-7-8 15 51 169.89 52 168.89 53 167.89 54 166.26 55 165.89 Light yellow fine- to medium-grained silty SAND, moist 11 53.5-55 4-6-7 13 56 164.89 "I A 1\ Ion Form GS9901 7-26-2004
SOUTHERN COMPANY A DRILLING LOG Hole No. QW-1009 E"."V ~o S.r". HJ.. r WorU- GEOLOGICAL SERVICES Sheet 3 of 4 SITE Vogtle ALWR SSAR 100 TOTALOEPlH SURF.ElEV. 220.887 sample Standard Penetration Test Depth Ft. E/av. Fl Material Description, Classification and Remarks No. From To Blows NBPF Commente :: 57 163.89 58 162.89 59 161.89 60 160.89 Light yellow silty fine grained SAND - moist 12 58.5-60 4-6-6 12 61 159.89 62 158.89 63 157.89 64 156.89 65 155.89 Light yellow silty fine grained SAND - moist 13 63.5-65 0-1-2 3 66 154.89 67- 153.89 68 152.89 69 151.89 70 150.89 White silty fine-grained SAND - saturated 14 68.5-70 1-2-2 4 5124/2005
~
71 149.89 70 feet from ground surface 72 148.89 73 147.89 74 146.89 75 145.89 White medium-to coarse-grained SAND,saturated 15 73.5-75 0-0-1 1 76 144.89 n 143.89 78 142.89 79 141.89 80 140.89 16 78.5-80 4-5-6 11 81 139.89 82 138.89 83 137.89 84 136.89 85 135.89 Very light tan silty SAND (8M) 17 83.5-85 6-5014" 100+ 86 134.26 87 133.89 88 132.89 "lilll (l Fcmn GS9901 7-26*2004
SOUTHER"-~ COMPANY DRILLING LOG Hole No. OW-l009 , £"""0 It> S",."" ~....'wt,,.Ui GEOLOGICAL SERVICES Sheet 4 of 4
."., SITE Vogtle ALWR SSAR
- JTALDEPTH 100 SURF.aEV. 220.887 Sample Standald PenetratiOn Test DeplhR. Elev.FL Material Description. Classification and Remarks No. FromToFL Blows NBPF Commenta *"'Rec ROO 89 131.89 90 130.89 Tan LIMESTONE shell hash, very light tan silty SAND 18 88.5-90 50/1" 100+
(8M) 91 129.89 92 128.89 93 127.89 94 126.89 95 125.89 Brown silty CLAY 19 93.5-95 . 6-18-3 21 96 124.89 97 123.89 98 122.89 99 121.89 100 120.89 Green MARL 20 98.5-100 13/50/.2 100+ Boring terminated at 100' 101 119.89 OW.-l009 installed in this borehole. 102 118.89 103 117.89 104 116.89 105 115.89 106 114.89 107 113.89 108 112.89 109 111.89 110 110.89 111 109.89 112 108.89 113 107.89 114 106.89 115 1~ 116 104.89 117 103.89 118 102.26 119 101.89 120 100.89 2.4A - ~ Form 659901 7*26-2004
SOUTHERN . \ . DRILLING LOG Hole No. OW-1010 COMPANY e",.." H S"rlNt n... r~rJJ- GEOLOGICAL SERVICES Sheet 1 of 4 93.5 SITE Vogtle ALWR SSAR LE DEPTH SURF.ELEV. 216.895 LOCATION Burke County. Georgia COORDINATES N 1140808.986 620051.708 ANGLE NA BEARING NA CONTRACTOR _ _ _ _S_&_M_E DRILL NO. C~M_E..;,5.;.50~ _ __I DRILLING METHOD 4_1_1_4"_H_A_S _ NO. SAMPLES 19 ......N;,,;,;O. U.D. SAMPLES NA 58.5' 157.765' NA 611/2005 WATER TABLE DEPTH ELEV. TIME AFTER COMPo
------ DATE TAKEN NA NA NA 6/1/2005 TYPE GROUT QUANTITY
-------- MIX DRILLING START DATE DRILLER Tim Hall RECORDER R. Tinsley APPROVED NA DRILLING COMP, DATE 61112005 Sample Standard Penetration Test Deplh A. Elev.A. Material Description, Classliicatlon and Remarks No. From To Ft. Blows N BPF Comments 0 216.90 1 215.90 2 214.90 3 213.90 .
4 212.90 Reddish yellow SAND. fine- to medium-grained with 1 3.5-5 11-17-17 34 5 211.90 coarse grains and hematite concretions. loose. (SW) 6 210.90 7 209,90 J 8 208.90 9 207.90 Mottled weak red and brown SAND. fine-grained, 2 8.5-10 7-8-11 19 10 206.90 Loose (SP) 11 205.90 12 204.90 13 203.90 14 202.90 3 13.5-15 6-7-7 14 15 201.90 16 200.90 17 199.90 18 198.90 19 197.90 20 196.90 4 18.5-20 7-1:-8 15 21 195.90. 22 194.90 J 23 193.90 24 192.90 Form GS9901 7-26-2004 2AA - 92
SOUTHERN ...... COMPANY DRILLING LOG Hole No. OW-1010 e".rgy'" s.,.". no....Wt>,.ur GEOLOGICAL SERVICES Sheet 2 of 4 SITE Vogtle ALWR SSAR 93.5 TOTAL DEPTH SURF.ElEV. 216.895 Sample Slandanl Penetration Test Depth Elev. Malerial Description. Classification and Remns No. From To Blows N Commelllll Mottled weak red and brown SAND, fine- to medium-25 191.90 grained with some coarse grains (SW) 5 23.5-25 9-9-6 15 26 190.90 27 189.90 28 188.90 29 187.90 Reddish yellow SAND fine- to medium-grained, loose (SW) 30 186~90 6 28.5-30 9-31-42 73 31 185.90 32 184.90 33 183.90 34 182.90 7 33.5-35 7-6-5 11 35 181.90 36 180.90 37 179.90 38 178:90 39 177.90 Same as above with some coarse grains 8 38.5-40 5-5-5 10 40 176.90 41 175.90 42 174.90 43 173.90 44 172.90 Brownish yellow clayey SAND, soft, (Se) 9 43.5-45 5-2-2 4 45 171.90 46 170.90 47 169.90 48 168.90 49 167.90 Mottled yellowish red clayey SAND, medium-grained (Se) with organics 10 48.5-50 2-3-3 6 50 166.90 51 165.90 II' 52 164.90 53 163.90 54 162.27 Strong brown sand, medium-grained with slight fines 11 53.5-55 2-4-5 9 55 161.90 (SP) 56 160.90 ? llA IQ~ Form GS9901 7-26-2004
SOUTHERN . ' - COMPANY DRILLING LOG Hole No. OW-1010 s ..;rgy ~o Sl.._lio .... Worur GEOLOGICAL SERVICES Sheet 3 of 4 SITE Vogtle ALWR S$AR 93.5 TOTAL DEPTH SURF.ELEV. 216.895 Sample Standard Penelration Test Deplh FL Elev.Ft. Malerial Descripflon, Classification and Remarks No. From To Ft Blows N BPF Comments 57 159.90
~8 158.90 . 6/1/2005
..I.
59 157.90 Mottled white to brown clayey SAND, medium-grained 58.5' from (SP), medium dense 12 58.5-60 2-7-7 14 ground surface 60 156.90 61 155.90 62 154.90 63 153.90 64 152.90 Strong brown clayey SAND, fine- to medium-grained 13 63.5-65 WOR~2-3 5 65 151.90 (SC) 66 150.90 67 149.90 68 148.90 69 147.90 Brownish yellow silty SAND, medium-grained, (SM) 14 68.5-70 WOH/18 WHOI J ft 70 146.90 18-71 145.90 72 144.90 73 143.90 74 142.90 Tan poorly graded SAND with silt (SP-SM) 15 73.5-75 WOR2' WOAI 75 141.90 2' 76 140.90 n 139.90 78 138.90 79 137.90 Brownish yellow clayey. silty SAND (SC-SM), soft 16 78.5-80 WOR/18" WOAI 80 136.90 18" 81 135.90 82 134.90 83 133.90 84 132.90 White SHELL HASH 17 83.5-85 50/3" 50/3" 85 131.90 86 Grayish green MARL 87 129.90 88 128.90 ?4A Q4 Form G59901 7*26*2004
SOUTHERN COMPAIliY A DRILLING LOG Hole No. QW-1010 EfI#r'D ro S#r_ *'ur W&rlJ"' GEOLOGICAL SERVICES Sheet 4 of 4 SITE Vogtle ALWR SSAR 93.5 DEPTH SUFlF.ELEV. 216.895 ISample Standard Penetration Test 08pth Fl. Elev. A. Material Description, ClassificaUon and Remarks No. From To Fl. Blows N BPF Comments 89 127.90 Grayish green MARL, very stiff 18 88.5-90 18-9-12 21 90 126.90 91 125.90 92 1.24.90 93 123.90 Boring terminated at 93.5' Well OW*1010 installed in this boring. 94 122.90 19 93.5-95 21-50/4" 50/4" 95 121.90 96 120.90 97 119.90 98 118.90 99 117.90 100 116.90 101 115.90 102 114.90 103 113.90 104 112.90 105 111.90 106 110.90 107 109.90 108 108.90 109 107.90 110 106.90 111 105.90 112 104.90 113 103.90 114 102.90 115 101.90 -- 116 100.90 117 99.90 .J 118 119 97.90 120 96.90 ?4A Iqfi Form GS8901 7*26*2004
SOUTHERN .... DRILLING LOG Hole No. QW-1011 COMPANY E".rv ~D $.",. n ..r Wo,U- GEOLOGICAL SERVICES Sheet 1 of 7 SITE Vogtle ALWR SSAR _ HOLE DEPTH _ _2_1_7 _ LOCATION Burke County, Georgia COORDINATES N 1139956.246 ANGLE DRILLINGMETHOO NA BEARING S_on_!_C NA WATER TABLE DEPTH NA NA ELEV. NA TIME AFTER COMPo NA NA DATE TAKEN TYpe GROUT QUANTITY NA MIX DRIlliNG START DATE 6/11/2005 DRILLER Tony RECORDER John Pugh APPROVED NA DRILLING COMPo DATE 6/1212005 sample Sl&ndart! Penetration Tesl Depth ft. Bev. Ft. . MateriaJ Description, Classification and Remarks No. From To Blows N Comments 'HoRse ROD 0 205.79 1 204.79 Sampling in this boring started at 87'. Borehole OW-1012 was sampled from the surface to 93.6'. 2 203.79 These two are a well pair. 3 202.79 4 201.79 5 200.79 6 199.79* 7 198.79 ~ 8 197.79 9 196.79 10 195.79 11 194.79 12 193.79 13 192.79 14 191.79 15 190.79 16 189.79 17 188.79 18 187.79 19 186.79 20 185.79 21 184.79 22 183.79 j 23 182.79 24 181.79 Form 659901 7*26*2004 2.4A - 96
SOUTHERN'~COMPANY DRILLING LOG Hole No. OW-1011 E"n-gy UI S",,.ve HI..r WorU- GEOLOGICAL SERVICES Sheet 2 of 7 SITE Vogtle ALWR SSAR 217 OTALOEPTH SURF.ElEV. 205.785 Sample Standard Penetration Test Dep1h It Elev. Fl. Material Description. Classification and Remaltls No. From Toft. Blows NBPF Commenls 25 180.79 See page one. 26 179.79 27 178.79 28 177.79 29 176.79 30 175.79 31 174.79 32 173.79 33 172.79 34 171.79 35 170.79 36 169.79 37 168.79 38 167.79 39 166.79 40 165.79 41 164.79 42 163.79 43 162.79 44 161.79 45 160.79 46 159.79 47 158.79 48 157.79 49 156.79 50 155.79 51 154.79 52 153.79 53 152.79 54 55 150.79 56 149.79 2.4A- 197 Form GS9901 7*26-2004
SOUTHERN ..... COMPANY DRILLING LOG Hole No. OW~1011 E.._rv I . $I...., *'..,. WT.I,.ur GEOLOGICAL SERVICES Sheet 3 of 7 SITE Vogtle ALWR SSAR 217 OTALDEPTH SURF.ELEV. 205.785 Sample Standard Penetration Test Deplhlt. E\eY. Fl Material Description, Classilicadon and Remllr1<s No, From To ft. Blows N BPF Comments 57 148.79 See page one. 58 147.79 59 *146.79 60 145.79 61 144.79 62 143.79 63 142.79 64 141.79 65 140.79 66 139.79 67 138.79 68 137.79 69 136.79 70 135.79 71 134.79
.72 133.79 73 132.79 74 131.79 75 130.79 76 129.79 n .128.79 78 127.79 79 126.79 80 125.79 81 124.79 82 123.79 83 122.79 84 121.79 85 120.79 86 119.16 87 118.79 Begin sampling at 87' with ProSonic rig.
88 117.79 Fonn GS9901 7-26-2004
SOUTHERN COMPANY A. DRILLING LOG HoieNo. OW-1011 £,"'70' .... s.,.... y....,. 'Wo,.V GEOLOGICAL SERVICES Sheet 4 of 7 SITE Vogtle ALWR SSAR 217 TOTAlDEPTI-I SURF.ElEV. 205.785 Sample Standard Penelration TB8t Depth Elev. Material Description, Classilicalion and Remart<s No. FranTa Blows N COmments 89 116.79 Greenish greyCLAV, stiff 90 115.79 1 88.5-90 NA NA 91 114.79 92 113.79 93 112.79 Dark greenish to olive-grey CLAY, moist, stiff, light 94 111.79 gray mottling 2 93.5-95 f\.!A NA 95 110.79 96 109.79 97 108.79 98 107.79 99 106.79 Greenish grey CLAV, stiff, moist, small shell fragments 3 98.5-100 NA NA 100 105.79 101 104.79 102 103.79 103 102.79 104 101.79 Greenish grey CLAY, stiff, small shell fragments, not moist 4 103.5-105 NA NA 105 100.79 106 99.79 107 98.79 108 97.16 109 96.79
~J~~~]E9C~~=~::::::=::=::=:::=:::::==:::=:::=:===:::_
Greenish grey CLAY, slightly moist, limestone fragments 5 108.5-110 NA NA 110 95.79 1.11 94.79 112 93.79 113 92.79 114 91.79 Greenish grey CLAV, not moist, larger shell fragments 6 113.5-115 NA INA 115 90.79 116 89.79 I 117 88.79 118 87.16 119 86.16 Light greenish grey CLAY, moist, wI Limestone chunks 7 118.5-120 NA NA 120 85.79 ?.d.A _ QQ Fonn 659901 7-26*2004
DRILLING LOG THole No. OW-1011 SITE Voglle ALWR SSAR GEOLOGICAL SERVICE'S r Sheet 5 of 7 TOTAL DEPTH 217 SURF.ELEV. 205.785 Sample Slandald Penetration Test Depth n. EI~.Fl No. Matertal DescrfpUon. Classificallon end Remarks FromTon. Blows NBPF Comments 121 84.79 122 83.79 123 82.79 Q~I~~i1JM§~f2~I£::::::::::::::::::::::::::::::. 124 81.79 Greenish grey CLAY, slightly moist 125 80.79 8 123.5-125 NA NA 126 79.79 127 78.79 128 77.79 129 76.79 Light-grey CLAY, stiff 130 75.79 9 128.5-130 NA NA 131 74.79 132 73.79 133 72.79 134 71.79 135 70.79 10 133.5-135 NA NA 136 69.79 137 68.79 138 67.79 139 . 66.79 140 65.79 Greenish grey CLAY, stiff 11 138.5-140 NA NA 141 64.79 142 63.79 143 62.79 144 61.79 145 60.79 12 143.5-145 NA NA 146 59.79 147 58.79 148 57.79 _ _ potential void 149 56.79 150 55.16 Greenish grey CLAY, stiff 13 148.5-150 NA NA 151 54.79 152 53.79 Form GS9901 7*26*2004 L. ,,- ,vv
DRILLING LOG IHoleNo. QW-1011 Vogtle ALWR SSAA GEOLOGICAL SERVICES I Sheet 6 of 7 SITE 217 . ~. TOTAL DEPTH SURF.ELEV. 205.785 sample No. SlIIndard P8llBtralion Test Depth Elev. Materiel DeSCr1ptlon. ClaS9nication and Remarks From To Blows NBPF CommBllts 152.50 - - - - - - - - - _ _ _ _ _ _ _ _ _ _ lIIIII _ _ _ _ _ _ _ _ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 153 52.79 154 51.79 light bluish-grey, very fine sands to sandy CLAY, Loose, moist, clayey 155 50.79 14 153.5-155 NA NA 156 49.79 157 48.79 158 47.79 159 46.79 Light grey, slightly sandy CLAY. moist 160 45.79 15 158.5-160 NA NA 161 44.79 162 43.79 163 42.79 164 41.79 Light grey, silty, slightly sandy CLAY, moist 165 40.79 16 163.5*165 NA NA 166 39.79 167 38.79 168 37.79 169 36.79 Greenish grey sandy silty CLAY, bright green and tan nodules 170 35.79 17 168.5-170 NA NA 171 34.79 172 33.79 173 32.79 174 31.79 175 30.79 18 173.5-175 NA NA 176 29.79 1n 28.79 178 27.79 Dar\:< olive grey CLAY. stiff 179 26.79 1 180 25.79 19 178.5-180 NA NA 181 24.79 182 183 22.79 Dar!< olive grey sandy CLAY 184 21.79 ') 11.11. _ h1 Fomn GS9901 7*26*2004
DRILLING LOG IHoie No. OW-1011 GEOLOGICAL SERVICES I Sheet 7 of 7 SITE Vogtle ALWR SSAR 217 TOTAL DEPTH SURF.ELEV. 205.785 Sampllt Standard Plln8I,allon Tltsl No.
Oeplhlt. Elev. Fe. From Toft. Blows N BPF Malerial Descripllon, Classlncation and Remar1rlJ"' GEOLOGICAL SERVICES Sheet 3 of 7
) SITE Vogtle ALWR SSAR I Sample TOTAL DEPTH Standard Penelradon Tesl 197.4 SURF.ElEV. 220.867 Deplhlt. Etev.FI. Malel1a. Description. Classification end Remar1<s No. FIOIl1To Ft. Blows NBPF Commenlll 57 163.87 See Page 1 58 162.87 59 161.87 60 160.87 61 159.87 62 158.87 63 157.87 64 156.87 65 155.87 66 154.87 67 153.87 68 152.87 69 151.87 70 150.87 71 149.87 72 148.87 73 147.87 74 146.87 75 145.87 76 144.87 77 *143.87 78 142.87 79 141.87 80 140.87 81 139.87 82 138.87 83 137.67 I
84 136.87 85 135.87 86 87 133.87 88 132.87 Form GS9901 7*26*2004 -----z:. ~-
'v
SOUTHERN ..... COMPANY DRILLING LOG Hole No. OW-1014 E"",'TY ltd Stir"", *""r WtJrU- GEOLOGICAL SERVICES Sheet 4 of 7 SITE Vogtle ALWR SSAR 197.4 rOTAL DEP1l-I SURF.ELEV. 220.867 Sample Standard Penetration Test Deplhft. Elev. Ft. Materiel Description. Clasllillcation and Remarks No. From To It. Blows* NBPF Comments 89 131.87 Seepage 1 90 130.87 91 129.87 92 128.87 93 127.87 94 126.87 95 125.87 96 124.87 sampling begins at 97' 97 123.87 Red orange silty clayey SAND 98 122.87 99 121.87 100 120.87 White-tan fine- to medium-grained SAND , 98.5-100 NA NA 101 119.87 102 118.87 Brownish-yellow silty CLAY with shell fragments I 103 117.87 104 116.87 Light greenish-brown carbonaceous stiff CLAY with Limestone pieces 105 115.87 2 103.5-105 NA NA 106 114.87 107 113.87 108 112.87 109 111.87 Moderately stiff greenish-grey carbonaceous clay with shell hash 110 110.87 3 108.5-110 NA NA fizz 111 109:87 112 108.87 113 107.87 114 106.87 Greenish grey stiff calcareous CLAY with small shell fragments 115 105.87 4 113.5-115 NA NA 116 104.87 117 103.87 118 119 101.87 120 100.87 5 118.5-120 NA NA Fonn GS9901 7*26*2004 ....
DRILLING LOG IHoie No. QW-1014 SITE Vogtle ALWR SSAR GEOLOGICAL SERVICES r Sheet 5 of 7 TOTAL DEPTH 197.4 SURF.ELEV. 220.867 Sample Standard Penetration Test Depth It. Elev. Fl No. Malerlal Oescriplion. Classification and Remarks FmmTolt. Blows N8PF Comments 121 99.87 122 98.87 123 97.87 Greenish grey stiff calcareous CLAY with small shell 124 96.87 fragments 125 95.87 6 123.5-125 NA NA 126 94.87 127 93.87 128 92.87 129 91.87 130 90.87 7 128.5*130 NA NA 131 89.87 132 88.87 133 87~87
. 134 86.87 135 85.87 Same as above with coarse shell fragments and 8 133~5*135 NA NA limestone chunks 136 84.87 137 83.87 138 82.87 139 81.87 140 80.87 9 138.5-140 NA NA 141 79:87 142 78.87 143 77.87 144 76.87 145 75.87 10 143.5-145 I
NA NA 146 74.87 147 73.87 148 72.87 149 71.87 150 70.24 11 148.5-150 NA NA 151 69.87 152 68.87 Form GS9901 7*26-2004 L. - loJ
DRILLING LOG IHoie No. OW*1014 SITE GEOLOGICAL SERVICES I Sheet 6 of 7 Vogtle ALWR SSAR TOTAL DEPTH 197.4 SURF.ELEV. 220.867 Sample No. Standard PenetratJon Test
. Depth FT Elev. FT. '
Malerlal OellCllpllon. Cla$S"lcation and Remarks From To FT. Blows N E!bpl Comments 153 67.87 154 66.87 155 65.87 12 153.5-155 NA NA Greenish grey stiff calcareous CLAY with small shell 156 64.87 fragments 157 63.87 158 62.87 159 61.87 160 60.87 13 158.5*160 NA NA 161 59.87 162 58.87 163 57.87 164 56.87 165 55.87 14 163.5-165 NA NA 166 54.87 167 53.87 168 52.87 169 51.87 Light green slightly clayey SAND, turns light grey with brief (-1 hour) exposure to air, with bioturbation 170 50.87 saturated 15 168.5-170 NA NA 171 49.87 172 48.87 173 .47.87 174 46.87 16 173.5-175 NA NA 175 45.87 Bottom of carbonate clay or confining layer I 176 44.87 1n 43.87 Dark grey silty SAND. (SM - SP), high organic content, saturated 178 42.87 179 41.87 180 40.87 17 178.5-180 NA NA 181 39.87 Light grey. fine quartz SAND (SP), saturated 182 ) 183 37.87 184 36.87 Form GS9901 7-26-2004 L.'t}-\ -10
DRILLING LOG IHoie No. OW-1014 GEOLOGICAL SERVICES I Sheet 7 of 7 SITE Vogtle ALWR SSAR TOTAL DEPTH 197.4 SURF.ElEV. 220.867 I sample Slandard Penetrallon Test Depth It. Etev. A. No. Malenal Descr1ptlon. Class/licatlon and Aemarlls FrDmTolt. Blows NBPF Commanla 185 35.87 Light grey, silty, fine-grained SAND (SM). saturated 18 183.5-185 NA NA 186 34;87 Dark grey fine sandy SILT (ML) 187 33.87 188 32.87 189 31.87 190 30.87 Grey poorly graded SAND with silt (SP-SM) 19 188.5-190 NA NA 191 29.87 192 28.87 193 27.87 194 26.87 195 25.87 20 193.5-195 NA NA 196 24.87 197 23.87 21 195-197.4 NA NA 198 22.87 Boring terminated at 197.4' Well OW*1014 Installed in this borehole. 199 21.87 200 20.87 201 19.87 202 18.87 203 17.87 204 16.87 205 15.87 206 14.87 206 14.87 208 12.87 209 11.87 210 10.87 211 9.87 212 8.87 I 213 7.87 ) 214 215 5.87 216 4.87 Form 05990 1 7*6-200 2 L.4J-\ - If
I SOUTHERN A. DRILLING LOG Hole No. OW-1015 COMPANY 1j!,."rgyrtlSl1r"t1 y.... ,.W..rlJ"" GEOLOGICAL SERVICES Sheet 1 of 4 ~ SITE Vogtle ALWR SSAR HOLE DEPTH 120* SURF.ELEV. 220.427 Burke County, Georgia 1140550.576 623086.318 LOCATION COORDINATES N E II ANGLE NA BEARING NA CONTRACTOR Greene DRill NO. CME75 DRILLING METHOD 41/4" HSA NO. SAMPLES 24 NO. U.D. SAMPLES NA I 73' 5/30/2005 I WATER TABLE DEPTH ELEV. TIME AFTER COMP. DATE TAKEN TYPE GROUT NA QUANTITY NA MIX NA DRILLING START DATE 5/30/2005 DRillER Greene, Dulong RECORDER S Bearce APPROVED NA DRilliNG COMPo DATE 6/3/2005 Sample Standard Penetralion Test Depth Fl. Elev. Fl. Malerlal Descripdon. ClassKication and Remarks No. From To Fl. Blows NBPF Comments 0 220.43 1 219.43 2 218.43 3 217.43 4 216.43 . Brown, fine- to medium -grained SAND (SW) <5% silt 5 215.43 1 3.5-5 3-9-8 17 6 214.43 II 7 213.43 ....... 8 212.43 9 211.43 Red-brown, hematitic clayey SAND (SC) 10 210.43 2 8.5-10 8-10-13 23 II 11 209.43 12 208.43 13 .207.43 14 206.43 Red and tan mottled fine- to medium-grained SAND (SP). traces of silt <<5%) 15 205.43 3 13.5-15 9-9-13 22 16 204.43 17 203.43 18 202.43 I 19 201.43 Reddish-brown, sandy CLAY (el) sand laminae are light tan 20 200.43 4 18.5-20 10-11-14 25 21 199.43 22 198.43
) 23 197.43
-r 24 196.43 Form GS9901 7*26*2004 2.4A - 118
SOUTHERN COMPANY A DRILLING LOG Hole No. OW-1015 E.. tI~ ~/f1 Sf!""" JiI",. 'Wo,./J- GEOLOGICAL SERVICES Sheet 2 of 4 SITE Vogtle ALWR SSAR TOTAL OEPTli 120 SURF.ELEV. 220.427 Sample SlIIndard Penetration Tes\ Depth ft. Elev.. Ft Malerial Description, Classification and Remarks No. From Toft. Blows NBPF Coolmenls Reddish-brown, sandy CLAY (CL) sand laminae are 25 195.43 light tan 5 23.5-25 8-11-14 25 26 194.43 27 193.43 28 192.43 29 191.43 30 190.43 Orange-brown fine- to medium-grained SAND (SP) 6 28.5-30 6-7-a 15 damp 31 189.43 32 188.43 33 187.43 34 186.43 35 185.43 7 33.5-35 7*7-8 15 36 184.43
*37 183.43 38 182.43 39 181.43 40 180.43 8 38.5-40 6-8-14 22 41 179.43 42 178.43 43 177.43 44 176.43 45 .175.43 9 43.5-45 10-13-15 28 46 174.43 47 1.73.43 48 172.43 49 171.43 Yellowish brown sandy CLAY (CL-CH). moist 50 170.43 10 48.5-50 6-7-9 16 51 169.43 I
52 168.43 53 167.43 54 55 165.43 11 53.5-55 8-11-11 22 56 164.43 ,.,.
- A I. I,.,.
Form GS9901 7-26-2004
SOUTHERN * .,. COMPANY DRILLING LOG Hole No. OW-1015 EII.rgy flD S.r_ K... r W&rW- GEOLOGICAL SERVICES Sheet 3 of 4 ( SITE Vogtle ALWR SSAR TOTAL OEPT1-I 120 SURF.REV. 220.427 Sample Standard Penetration Test Delilh fl. Elev. Ft. Malerial Description, Classiflcation alld Remar!ls No. From Toft. Blows NBPF Comments
.57 163.43 58 162.43 59 161.43 Yellowish brown clayey SAND (SC) fine-grained.
6/212005 moist 60 160.43 12 58.5-60 9-12-14 26 Water Table 59.5
.61 159.43 62 158.43 Tan fine- to coarse-grained SAND {SP} saturated 63 157.43 64 156.43 Yellow brown clayey SAND (SC) saturated 65 155.43 13 63.5-65 1-3-5 8 66 154.43 67 153.43 68 152.43 69 151.43 70 150.43 14 68.5-70 5-6-9 15 71 149.43 72 148.43 73 147.43 74 146.43 Water Table during drilling 513012005 75 145.43 15 73.5-75 3-11-13. 26 76* 144.43 77 143.43 78 142.43 79 141.43 80 140.43 Same as above, though orange in appearance 16 78.5-80 3-3-5 8 81 139.43 82 138.43 83 137.43 84 136.43 Yellow brown clayey SAND {SC} saturated 85 135.43 17 83.5-85 2-3-3 6
(-- 86 87 133.43 88 132.43 Form GS9901 7 26*2004 L. - 'LV
SOUTHERN COMPANY A DRILLING LOG Hole No. OW-1015 E"'rgJI'o S"r_ *'"rWorlJ- GEOLOGICAL SERVICES Sheet 4 of -4 ( Vogtle ALWR SSAR
'wi SITE Sample TOTAL DEPTH Standard PenalrationTesl 120 SURF.ELEV. 220.427 Oepthft Elev.R. Material Description, Classification and Remarks No. From To fl. Blows NBPF Commenm 89 131.43 Yellow brown clayey SAND (SC) saturated 90 130.43 . 18 88.5-90 4*9-6 15 91 129.43 92 128.43 93 127.43 Greyish white, fine- to medium-grained SAND (SP) saturated sand flowed up 94 126.43 into augers.
used water and 95 125.43 19 93.5-95 13-26-39 65 SuperGel X to attempt to flush. 96 124.43 97 123.43 98 122.43 99 121.43 100 120.43 Very light tan poorly graded SAND with silt (SP-SM) 20 98.5-100 10-13-6 19 101 119.43 102 118.43 103 117.43 104 116.43 Tan shelly (coarse) fine to medium grained clayey SAND (SC) 105 115.43 21 103.5-105 8-9-16 25 106 114.43 107 113.43 108 112.43 109 111.43 Greenish Gray MARL 110 110.43 22 108.5-110 6-12-33 45 111 11no .4~ 112 108.43 Borinn Terminated at 12 '. Mlxea 113 107.43 fluid to clean auger and stabilize hole. 114 106.43 Bentonite was additive. Approx. 115 105.43 23 113.5-115 NA NA the volume of the 10 of 125' of 4 1/4"10 116 104.43 auger was allowed to sit overnight. 117 103.43 Cleaned hole with fresh water to 118 remove mud. Volume of water 119 101.43 used in hole was 301 2009allons. 120 100.43 Borina terminated at 120' Fonn GS9901 7*26-2004
;.. .. 24 o 118.5-12 20-30-50/3' 5013"
Vogtle ALWR ESP Project ( J APPENDIX F ABANDONMENT FORMS AND AS BUILT WELL CONSTRUCTION LOGS . Copyright© 2005. Southern Company Services. Inc. All Rights Reserved. 2.4A - 122
WELL ABANDONMENT DATA PROJECT: WELUHOLE NO: QW-1001A SOUTHERN ALWR ESP PROJECT DEPTH: 100' HOLE DIAMETER: -75/8 M ABANDONMENT BY: DATE ABANDONED: 6/5/2005 S&ME, Inc. REASON FOR ABANDONMENT: VOLUME USED: 32 cubic feet This hole was drilled with incorrect size augers. REMARKS: 32 bags of grout were used to abandon this hole. I 2.4A - 123
PROJECT: WELUHOLE NO: QW-1002A SOUTHERN ALWR ESP PROJECT DEPTH: 108.51 HOLE DIAMETER: 0.- -75/8" ABANDONMENT BY: DATE ABANDONED: 6/5/2005 S&ME, Inc. REASON FOR ABANDONMENT: VOLUME USED: 35 cubic feet This hole was drilled with incorrect size augers. REMARKS: 35 bags of grout were used to abandon this hole. 2.4A - 124
PROJECT: WELUHOLE NO: QW-1003A SOUTHERN ALWR ESP PROJECT DEPTH: 90.00' HOLE DIAMETER: -75/8 ft ABANDONMENT BY: DATE ABANDONED: 5/25/2005 S&ME, Inc. REASON FOR ABANDONMENT: VOLUME USED: This hole was drilled with incorrect size augers. 25 cubic feet REMARKS: 25 bags of grout were used to abandon this hole. 2.4A - 125
PROJECT: WELUHOLE NO: QW-1006A SOUTHERN ALWR ESP PROJECT DEPTH:* 1251 HOLE DIAMETER: -75/8" ABANDONMENT BY: DATE ABANDONED: 6/5/2005 S&ME, Inc. REASON FOR ABANDONMENT: VOLUME USED: This hole was drilled with incorrect size augers. 40 cubic feet REMARKS: 40 bags of grout were used to abandon this hole. 2.4A-126
rROJECT: WELL/HOLE NO: QW-t005A SOUTHERN ALWR ESP PROJECT DEPTH: 75' HOLE DIAMETER: -75/8 11 ABANDONMENT BY: DATE ABANDONED: 6/5/2005 S&ME, Inc. REASON FOR ABANDONMENT: VOLUME USED: This hole was drilled with incorrect size augers. 25 cubic feet REMARKS: 25 bags of grout were used to abandon this hole. I 'J 2.4A - 127
DEPTH ELEVATION (ft.) (ft.) Top of 2 PVCCasing 233.494 11 3 X 3 1 CONCRETE PAD 4-6 11 THICK 1 GROUND SURFACE 0 230.854 PROTECTIVE CASING DIA 4" x 4" X 4" TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cement/bentonite grout 1 - - - - - - RISER CASING
$TANDUP CASING: DIA 2" hinge lid, welded TYPE Sch 40 PVC TOP OF SEAL 113 . 117.854 ANNULAR SEAL TYPE Cetco Goldseal 3/8 11 chips TOP Of FILTER PACK 116 114.854 FILTER PACK TYPE: JC50FS by Unimen BOTTOM OF RISERJ centralizer TOP OF SCREEN 121 109.854 SCREEN DIA 2" TYPE Sch 40 PVC OPENING WIDTH 0.01" spaced 0.125" OPENING TYPE machine slotted BOTTOM OF SCREEN 130 100.854 centralizer BOTTOM OF CASING 133 97.854 BOTTOM OF HOLE 133 97.854 HOLE DIA: 9'1 2.4A - 128
DEPTH ELEVATION Top of 2" PVC casing . 230.502 3' X 31 CONCRETE PAD 4-6" THICK GROUND SURFACE o 227.442 PROTECTIVE CASING DIA 4 x4 x4 1 11 ll TYPE Plated steel STANDUP CASING: ~--- BACKFill MATERiAL hinge lid, welded TYPE Cementlbentonite grout
----RiSER CASING DIA 2" TYPE Sch 80 PVC TOP OF SEAL 212 15.442 ANNULAR SEAL TYPE Catco Goldseal 3/8" chips TOP Of FILTER PACK 216 11.442 FilTER PACK TYPE: 1A by OSI centralizer BonOM OF RISER!
TOP OF SCREEN 219 8.442 _---SCREEN DIA 2"' TYPE Sch 80 PVC OPENING WIDTHO.01 spaced 0.125 11 11 OPENING TYPE machine slotted BQTTOM OF SCREEN 229 ~1.55a centralizer BonOM OF CASING 237 -9.558 BonOM OF HOLE 237 -9.558 HOLE DIA: 6 11 2.4A - 129
DEPTH ELEVATION (ft.) (ft.) Top of 2" PVC casing 226.284 31 X 31 CONCRETE PAD 4-6" THICK _W GROUNOSURFACE o 223.044 ROTECTIVE CASING DIA 41'x411 x4 11 TYPE Plated steel BACKFILL MATERIAL TYPE Cement/bentonite grout RISER CASING DIA 2" TYPE Sch 40 PVC STANDUPCASING: hinge lid, welded TOP OF SEAL 68.5 154.544 ANNULAR SEAL TYPE Catco Goldseal 3/8 chips t1 TOP OF FILTER PACK 72 151.044 FILTER PACK TYPE: 1A by OSI BOTTOM OF RISER! centralizer TOP OF SCREEN 75.5 147.544 _---SCREEN DIA 2 11 TYPE Sch 40 PVC OPENING WITH O.Olll spaced 0.125" OPENTING TYPE machine slotted BOTTOM OF SCREEN 84.8 138.244 centralizer BOTTOM OF CASING 90.5 132.544 BOTTOM OF HOLE 90.5 132.544 HOLE DIA: -gil 2.4A - 130
DEPTH ELEVATION (ft.) (ft.) Top of 2" PVC CASING 225.671 3' X 3' CONCRETE PAD 4-6" THICK GROUND SURFACE 0 222.92 PROTECTIVE CASING DIA 4"X4"X41 TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cementlbentonite grout
----RiSER CASING STANDUP CASING: DIA 2" hinge. lid, welded TYPE Sch 80 PVC TOP OF SEAL 147 75.92 ANNULAR SEAL TYPE Cetco Goldseal 3/8 11 chips TOP OF FILTER PACK 150 72.92 FILTER PACK TYPE: 1A by OSI BOTTOM OF RISER!
centralizer TOP OF SCREEN 153 69.92 SCREEN DIA 2" TYPE Sch 80 PVC OPENING WIDTH 0.01 II spaced 0.125 11 OPENING TYPE Machine slotted BonOM OF SCREEN 163 59.92 centralizer BonOM OF CASING 169 53.92 BonOM OF HOLE 187 35.92 HOLE DIA 6/1 2.4A - 131
DEPTH ELEVATION (ft.) (ft.) TOP OF 2" PVC CASING 267.289 3' X 3' CONCRETE PAD 4-6 u THICK GROUND SURFACE 0 264.389 PROTECTIVE CASING DIA 4"X4"X4" TYPE Plated steel
~--- BACKFILL MATERIAL TYPE CemenVbentonite grout
----RiSER CASING DIA 2" TYPE Sch 80 PVC STANDUP CASING:
hinge lid, welded TOP OF SEAL 140 124.389 ANNULAR SEAL TYPE Cetco Goldseal 3/8" chips TOP OF FILTER PACK 143 121.389 FILTER PACK TYPE: 1A by OSI BOTTOM OF RISER! centralizer TOP OF SCREEN 149 115.389 SCREEN DIA 2" TYPE Sch 80 PVC OPENING WIDTH 0.01 spaced 0.125" II OPENING TYPE Machine slotted BOTTOM OF SCREEN 159 105.389 centralizer BOTTOM OF CASING 168.5 95.889 BonOM OF HOLE 168.5 95.889 HOLE DIA: 9" 2.4A - 132
DEPTH ELEVATlON (ft.) (ft.* ) TOP OF 2~ PVC CASING 230.601 3' X 3' CONCRETE PAD 4 611 THICK w GROUND SURFACE 0 227.121 ROTECTIVE CASiNG DIA 4 1lX4"X411 TYPE Plated steel
~-- BACKFILL MATERIAL TYPE CementJbentonite* grout t - - - - - RISEA CASING DrA 2" TYPE Sch 80 PVC STANDUP CASING; hinge lid, welded iOPOFSEAl 110 117;121 ANNULAR SEAL TYPE Cetco Goldsea] 3/8" chips TOPQFFILTER PACK 113 114.121 FILTER PACK TYPE: iA by DSl BOTTOM OF RISERf
.centralizer rop OF SCREEN 116 111.121
_ _--SCREEN DIA 2" TYPE .$ch80 PVC OPENING WIDTH O.0tlT spaced 0.125" OPENINGTYPE Machir.~ slotted BOTTOMQF SCREEN: 126 101.121 centrallzer BOTTOM OF CASING 136 91.121 BOTIOMOF HOLE 136 91.121 ( HOLE OfA: 911 2.4A - 133
SOUTHERN COMPANY GENERATION ELEVATION (ft.) TOP OF 2" PVC CASING 219.96 31 X 3 1 CONCRETE PAD 4-6" THICK GROUND SURFACE o 216.91 ROTECTIVE CASING DIA 4"X4 X4 11 I1 TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cement/bentonite grout
----RiSER CASING DIA 211 TYPE Sch-40 PVC
'STANDUP CASING: hi~ge lid, weld~d TOP OF SEAL 96 -120.91 ANNULAR SEAL TYPE Cetco Goldseal 3/S chips tl TOP OF FILTER PACK 99 117.91 FILTER PACK TYPE: 1A by DSI BOTTOM OF RISER! centralizer TOP OF SCREEN 102 114.91 _ _- - SCREEN DIA 211 TYPE Sch 40 PVC OPENING WIDT~O.0111 spaced 0.125" OPENING TYPE Machine slotted BonOM OF SCREEN 112 104.91 centralizer BOTTOM OF CASING 120 96.91 BonOM OF HOLE 120 96.91 HOLE DIA: 9" 2.4A - 134
TOP OF 2" PVC CASI~G 31 X 31 CONCRETE PAD 4-6" THICK GROUND SURFACE o 216.65 ROTECTIVE CASING DIA 4 I X4"X4" TYPE Plated steel
- - - - BACKFILL MATERIAL TYPE Cement/bentonite grout
----RISE:R CASING DIA 2" TYPE Sch 80 PVC STANOUP CASING: TOP OF SEAL 224 -7.35 hinge lid, welded ANNULAR SEAL TYPE Cetco Goldseal 3/8" chips rop OF FILrEA PACK 226 -9.35 FILTER PACK TYPE: 1A by OSI BonOM OF RISERI centralizer rop OF SCREEN 230 -13.35 SCREEN DIA 2" TYPE Sch 80 PVC OPENING WIDTH 0.01" spaced 0.125" OPENING TYPE Machine slotted BonOM OF SCREEN 240 -23.35 centralizer .
BonOM OF CASING 245 -28.35 BonOM OF HOLE 247 -30.35 HOLE DIA: 6" 2.4A-135
DEPTH ELEVATION (ft.) (ft.) TOP OF 2" PVC CASING 223.647 3" X 3' CONCRETE PAD 4-6 11 THICK GROUND SURFACE 0 220.887 PROTECTIVE CASING DIA 4 I X4"X4" TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cement/bentonite grout
- - - - RISER CASING DIA 2" TYPE Sch 40 PVC STANDUP CASING:
hinge lid, welded I \ ... TOP OF SEAL 78 142.887 ANNULAR SEAL TYPE Cetco Goldseal 3/8" chips TOP OF FILTER PACK 81 139.887 FILTER PACK TYPE: 1A by OSI BOTTOM OF RISERI centralizer TOP OF SCREEN 84 136.887 _---SCREEN DIA 2" TYPE Sch 40 PVC OPENING WiDTH 0.01" spaced 0.125" OPENING TYPE Machine slotted BOTTOM OF SCREEN 94 126.887 centralizer BOTTOM OF CASING 98 122.887 BonOM OF HOLE 98 122.887 HOLE DIA: 9" 2.4A - 136
TOP OF 2" PVC CASIN 3' X 3' CONCRETE PAD 4-6" THICK GROUND SURFACE o 216.895 ROTECTIVE CASING DIA 4"X4"X4" TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cementlbentonite grout
----RiSER CASING DIA 2" TYPE Sch 40 PVC STANDUP CASING:
hinge lid, welded TOP OF SEAL 67.0 149.895 ANNULAR SEAL TYPE Cetco Goldseal 3/8" chips TOP OF FILTER PACK 70.1 146.795 FILTER PACK TYPE: 1A by DSI sonOM OF RISER! centralizer TOP OF SCREEN 73 143.895 _---SCREEN OIA 2" TYPE Sch 40 PVC OPENING WIDTH 0.01" spaced 0.125" OPENING TYPE Machine slotted sonOM OF SCREEN 83 133.895 centralizer BOTTOM OF CASING 92 124.895 BOTTOM OF HOLE 94 122.895 HOLE DIA: 9" 2.4A - 137
TOP OF 211 PVC CASI NG 31 X 31 CONCRETE PAD 4-6" THiCK GROUND SURFACE o 205.785 PROTECTIVE CASING DIA 4"X4"X4 11 TYPE Plated steel
~--- BACKFILL MATERIAL TYPE CemenVbentonite grout
----RiSER CASING DIA 2" TYPE Sch 80 PVC STANDUP CASING:
inge lid, welded TOP OF SEAL 193 12.785 ANNULAR SEAL TYPE Cetco Puregold med chips TOP Of FILTER PACK 197 8.785 FILTER PACK TYPE: Foster Dixiana BODOM OF RISER! centralizer TOP OF SCREEN 200 5.785 _---SCREEN DIA 2 11 TYPE Sch 80 PVC OPENING WIDTHO.01 11 spaced 0.125 11 OPENING TYPE Machine slotted BOTTOM OF SCREEN 210 -4.215 centralizer BOTTOM OF CASING 218 -12.215 eODOM OF HOLE 218 -12.215 HOLE DIA: 611 2.4A - 138
TOP OF 2" PVC CASING 3' X 3' CONCRETE PAD 4 - 6" THICK GROUND SURFACE o 205.355" PROTECTIVE CASING DIA 4 X4"X4" I1 TYPE Plated steel
- - - - BACKFILL MATERIAL TYPE Cement/bentonite grout
----RiSER CASING DIA 2" TYPE Sch 40 PVC TANOUP CASING hinge lid, welded TOP OF SEAL 67:0 138.355 ANNULAR SEAL TYPE Cetca Goldseal 3/8" chips TOP OF FILTEA PACK 71 134.355 FILTER PACK TYPE: 1A BY OSI BOTTOM OF RISER!
centralizer TOP OF SCREEN 74.0 131.355 SCREEN OIATYPE 2" TYPE Sch 40 PVC OPENING W IOTt- 0.01 11 spaced 0.125 11 OPENING TYPE Machine slotted BOTTOM OF SCREEN 83 122.355 \ centralizer BOTTOM OF CASING 94 111.355 BOTTOM OF HOLE 94 111.355 HOLE DIA: 9"
DEPTH ELEVATION (ft.) (ft.) TOP OF 2/1 PVC CASING 219.809 3' X 3' CONCRETE PAD 4 - 6" THICK GROUND SURFACE o 216.869 ROTECTIVE CASING DIA 4/1X4/1X4" TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cementlbentonite grout
----RiSER CASING STANDUP CASING DIA 2" hinge lid, welded TYPE Sch40 TOP OF SEAL 78 138.369 ANNULAR SEAL TYPE Cetco Goldseal 3/8/1 chips TOP OF FILTER PACK 81.0 135.869 FILTER PACK TYPE: 1A by DSI BOTTOM OF RISERt centralizer TOP OF SCREEN 84 132.369 SCREEN DIA 2" TYPE Sch 40 PVC OPENING WIDTH 0.01/1 spaced 0.125" OPENING TYPE Machine slotted BOTTOM OF SCREEN 94 122.869 centralizer BOTTOM OF CASING 104 112.869 BOTTOM OF HOLE 104 112.869 HOLE DIA: 9" 2.4A - 140
ELEVATiON (ft.) TOP OF 2 11 PVC CASING 223.856 3 1 X 3 ' CONCRETE PAD 4 - 6" THICK GROUND SURFACE o 220.867 PROTECTIVE CASING DIA 4 1 X4"X4 11 TYPE Plated steel
~--- BACKFILL MATERIAL TYPE Cementlbentonite grout
----RiSER CASING DIA 2° TYPE Sch 80 PVC STANDUP CASING hinge lid, welded TOP OF SEAL 176 44.867 ANNULAR SEAL TYPE Cetco Puregold 3/8" chips TOP Of FILTER PACK 179 41.867 FILTER PACK TYPE: Foster Dixiana Filter Sand BOlTOM OF RISER/
centralizer TOP OF SCREEN 182 38.867 SCREEN DIA 2" TYPE Sch 80 PVC OPENING WIDTH 0:01 11 spaced 0.125" OPENING TYPE Machine slotted BOlTOM OF SCREEN 192 28.867 centralizer BOTTOM OF CASING 197 23.867 BOTTOM OF HOLE 197 23.867 HOLE DIA:6"
TOP OF 2" PVC CASING 3' X 3' CONCRETE PAD 4 - 6'1 THICK GROUND SURFACE o 220.427 PROTECTIVE CASING DIA 4"X4"X4" TYPE Plated steel E----- BACKFILL MATERIAL TYPE Cementlbentonite grout
----RiSER CASING DIA 2" STANDUP CASING TYPE Sch40PVC hinge lid, welded TOP OF SEAL 86 134.427 ANNULAR SEAL TYP,E Cetca Goldseal 3/S 11 chips TOP OF FILTEA PACK 89.6 130.827 FILTER PACK TYPE: 1A BY DSI BonOM OF RISER!
centralizer TOP OF SCREEN 93 127.427 SCREEN DIA 2" TYPE Sch 40 PVC OPENING WIDTH 0.01" spaced 0.125" OPENiNG TYPE Machine slotted BonOM OF SCREEN 103 117.427 centralizer BOTTOM OF CASING 120 100.427 BOTTOM OF HOLE 120 100.427 HOLE DIA: 911 2.4A - 142
Vogtle ALWR ESP Project APPENDIX G WELL DEVELOPMENT FORMS ) Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 143
MONITORING WELL DE~OPMENT
-?
- FaciUlylProjecl N..... IfA.
-.-J/ Delle 55 Facility LieCJ Pcrmit.ot MorJtoring NUUlber
- 1. Can this well be purged dry? '0 Yes 0 No Before Development .After Development
- 11. Depth ,to Water 2*.Well develOpIDent method: (ftomtopof' L IU*SS-' 'ft. 'ft.
surgc=d with bailer and bailed 0 41 well casina) surged with bailer and pmnpcd a 61 surged with blockaud bailed 0 42 Date b. £, -. 'Z. - 0 S-surged with block and pumped 0 62 surged withbiock, bailed, and pumped 0 70 compressed air 0 '2 0 Time c. bailed only CJ . 1 0 pumped only X' S1 12. Seqbnent in well inches pumped slowly' . 0 S0 bottom other ~_..;;...:.----..;..;..-.--)~
- 13. Water clarity Clear [J 10 . Ccar 0 20 Tmbid CJ 1 S Turbid C 2 S
- 3. Tee spent developing well (Oescribo) . (Desc;n"be)
) 4. Depth ofwell(liom top ofwell cuiq) /90 oS$" II.
S. Inside diameter of well I {f 6 ott I~ if I in..
" 6. Volume ofwater in filter pack and wen casing gal.
Fill in if drilling fluids were used and weU is at solid waste facility:
- 7. Volume of water removed from weD gal.
- 8. Volume of water added (if any) jJU1J6 gal.
- 14. Total suspended ~
solids ' ~ DigIl
- 9. Source of water added -:M:.-:;.._C??3-e_......:::::::..... _ IS., COD /" mall
~
mgIJ
~ 6. W ~loped by:. Person's Name !JII FinD.
- 10. ADalylis pcrfonned on water added?
(lfyes, attach results) DYes )(.No 11M KGz'-1 ~ ,. ~
/{j~ ~,e~/ S'Y~
- 17. Additional comments on development:
tJeu.", Ctv",b )/(jl '6e;- PV~ PV£ ~ J)IAh1~ S(2~ ()F >>Jc. Vt~":C-,
?tim;? W&Jt/U lIor FiT /A/7f) CAs/AJ6-.
Facility Address or OwnerlRespou.sible Party Address I hereby certify that the above infQl'lJlJlticm is true IDd correct to the best oft kDowledse. ) Name:
-l. FinD: Signature:
Print Name: ....;...._
- Street:
2.4A - 144 City/StateIZip: Firm:
. i MONITORING WE~ DEVE~OPMENT County j?acility Li
- 1. Can t,his woll be purged dry1 "'f( Yea 0 No
- 11. Depth to Water Before Development After Development
'2. Well development melbad: (from top of" L
surgod with bailer md balled [J 41 well euiDa) lUI'Ied with bailer and pumped 0 61 IUI'IDd with block UId bailed 0 42 Date b. 6-1 r:.o.s- . sursed witbblock.1Dd pumped 0 62 81II'Ied with biact, balled, and pumped [J 70
.compressed air bit .2 0 bailed 0D1y b" .t 0 pmi:lped only S1 12. s~ in weD iDcbes mches
-=--_..::....;;.._------- :1Im.
pumped slowly' . 0 S0 ~ ttC 'tD<2. 0 other 13. WIIter.clarity Clear ~0 Turbid ~i 1 S CIcar Turbid e 2S
- 3. Time apciltdevelopbig wen Is' min. (Describe) " (Desc;ribo)
~vEJL. UJtS
'4. Depth ofwell (from top orwell casiIg) '17.0' ft. ~ bYIC!Ntr _
'J>f1/ELoPlr1£lt1r zIt
) 5.1IlIkIe _ ofwe\l 'in.
;~D.
- 6. Volume ofwater in rd. pAl casing Ld*well 4.4- gal.
Iifbi biIIf/iD. t:..".i' Fill in if dri11iDg fluids were used and wen is at lOUd waste facility:
- 7. Volume afwater removed tMm wen AtPIA/ /3. "/) .pI.
- 14. Total suspcmded ~
- 8. Volume of water added (if my) N~ gal. IOIids '
- 9. Source ofwatm added ...:M~_<??v_-.;::"*:lIo-- _ 15.* COD
- 10. ADaIY.Jis perfOlIlled on water added?
(If.ye&, attach ~sultl) CJ Yes )(lNo andFitm S 51U~
- 17. Additional coJDJDmlta on development:
.iJB,..l- oev/Sl.ol"'~ rJ&/Aft-- ;1/112- C'4mF'.eess"a.
~ SO ~~ /)PI'/2e5SrlJe..r;- AT ~C'T'TO'tf"- DF t</El£.,
Facility Address or Owiler/R.espOnsible Party Address 1 hereby certify that the above infQnDatiOD is we BDd comet to the best of, kDowledge. ) Name:
~.l. Finn: Signature:
PrintNam.c: -- _
- Street:
2.4A - 145 City/StateJZij,: Finn:
MONITORING WELL*DEVE~OPMENT iF"'V~7 Facility Lie 55t1-A. County Bu..-tee
- Permitor~M~o~m-t:*to~rinab~:;::~umber:=L.=----+*_~~;':""r-',.:t:----~_--I.-_--~
IW el1Nome /79
\'--~':"""_-----
- 1. Can Uda well be PUlled dry? .~ Yes Cl No Before Development After Development
- 2. Well development melhod:
ItJI'B~ with bailer IIlld bailed [J 41 II. Depth to Wat<< (from tapa!* weD cains) L 127./7.oft. ])r :ft. lIUfIed with bailer and pumped 0 61 luraed with block ind bailed 0 42 Date ~,,"$~O)* surpd with blocklDd pumped CJ 62 lUJ'Bed with bioct, bailed, and pumped 0 70 compressed air Jtt .2 0 Time bailed only Cl . 1 0 pumped cmly ~ -.... 5 1 12.S~inweU iocbes inches pumpcci slowly . Cl SO. bottoa\ other ~__-=-: ,.;",;,.-.._~)18I
- 13. Water.clarity Clear 0 1 0 Clear 4tl. 2 0 Turbid}1C: I 5 Turbid ~ 2 S
- 3. T'~ spent developiilg weD (Ocscribo) . (E)esen"be)
- 4. Depth of well (from top ofwell C81iDg) 13.:5'. (,2' ft.
&;~
.t.4mr.- &r.&,,,
trlpttp CA;aJC-
. ,( P1Ett- (!1" 4JPL S. Inside diameter of well ,;;l f( I in.
. ~L.ti,nQ eecP!~
- 6. Volume of water io.'Iu p 1 aa1 well casing I. () sal Fill in if dri11i1l8 fluids were used aDd weU is at solid waste facility:
0.
- 7. Volume of water removed from weD ~8. pi.
(d'M . J!"'f. ~
- 14. Total nspended ~ mgIl pi. IOIids ~
/'
B. Vo""" of wa1er oddccI
- 9. Sourccofwatclr added ~~Ch-\..g_....;:::=o.- _ IS.* COD mgIl mgIJ
~
1O. Ana~ perfonned on water added? DYes )(INo (Ifyei,.~ ~ults)
- 17. A~iti~ commcmtl on development:
tJEU- /;E:l/r;u;P(;l) .I/S/AJ~ All!... UmPk.-s51::Jle.
~dtJ j?S;P '?' P/&ESSv'u. AT- ';§"",~n1 IJP Wcu-I I
=---r:o:-:-:--:"'l~-:--~~~~
Facility Address or OwnerJResponsible Party Address
- - - , .I hereby ...-- - - - -is-the above
- - -to tho true aDd
-best-ofIa:!
'. -.l certify that inf()lJDBtiOD correct knowledge. . I Name: . . ' i
~ ~ F~: Signature:
I i
- Street: ---- ...
do"'h1j1po°....1~46 PrintName:* _ CitylStateJZip: Film:
- I MONITORING WELL DEVEL.OPMENT
, ~F8CiI~~{;; Facility Lie 0, 55lfA Permitor;1M&io;:in~itoorriDiiigiiNihumberiii. County ii);:----'~-~c...:::~~~ Bu".ke r ellw
...., /79
.......~--...L...---f"i ....J.~_b.""'l!'_---- _
I. Can this well be purged drI1 '0 Yes o No Before Development After Development
- 11. Depth to Water -
- 2. ,Well development method: (&om top of' weDcasin&)
L /).,7. u ~ ft. .ft. sUlIed with bailer and bailed 0 41 surged with bailer BDd pumped Cl 61 surged with block and.bailed 0 42 b. smged with block aDd pumped Cl 62 surged with biock, bailed, and pumped 0 70 compressed air 0 '20 Time c. bailed only o ,10 pmupcd only X 51 12. S.ent in wen inches pumPed slowly' . 0 SO bottom, other - - ., }181 13. Watm clarity Clear a 10 Clear 0 20 Tmbid CJ' 1 S Turbid I:) 2 S
- 3. Time spent deve'opiDa weD min. (1)csc:ribe) . (Descn"be)
) . 4. Depth of well (liom tlJp of weU ClIOIiq) /33.lJz,
- ft. -------
f*...*** ..* :. S. lDaille diameter of well l1J,:£/~~ . * . *6. Volumcofwaterinfilterpackll1d.weU casing gal. F~U in if drilling fluids were used and well is at solid waste facility:
- 7. Volume of water removed from waD gal.
- 14. Total suspended ~
- 8. Volumeofwatcraddod(iflDY) iVOIJ~ . gal. BOUds .
- 9. Source of water added ...:M<??\..e_._-=- _ IS.* COD
- 16. Well developed by: PersOD'S Name and F11m DYes )i!(No
- 10. Analysis perfmmed on water added?
(If)'cs, attach results)
-r;;." ~f ') ~~M6
~ tl? F..e..a?IL"Ck--\ ' ,
- 17. A.dditi~ comments on development:
A/~ G;JviAJ A/t:'1" a: ?(,J~6a ~ ~ ))/AI't'W;.~ g'~z.e-' cP ;PVe. eAs/Ai '- PVdI'p p/~V(.,b Nor F/T /A/7lJ ~A/b-. Facility Address or OwnerJ:R.csponsib(c Party Address I heRby certify 1hat the above iDf9lJD8.tion is true IDd COtl"C'Gt to the best of knowledge. ), Name: Signature: PrintName: ~ 2.4A - 147 City/StateJZij,: firm:
~--
MONITORING wELL.DE~OPMENT"
~ V;4ft;-
F&C Facility Lie 55111<. County Burke e, Permit or:iM7:on:::r.ito~ring~N~umb=t:er=----t*---l!'-=~r""~~~~-~---"")*~. rOUNIDlI: 803 A
~~------
1.' Can this well be purged cby? 'f4. Yes o No
- 11. Depth to Wau:r Before Development After Development
- 2. Well develOpnicDt meIhod:
surged with bailer and bailed 0 41 (from top of' weD casina) L ~~. z.3 'ft.
))7f oft.
surged with baiter and pumped 0 61 surscd with block and bailed 0 42 Date b. S/7b/f)~ ~U/~S-swgcd with block and pumped 0 62 SlJlIcd with biock. bailed, and pumped CJ 70 compressed air CJ ' 20 Cl *10 TIlDe .-c. 2:&.,;;". alCJC;> rr.'A bailedcmly , pumped only ~ S1 12. Scd;iment in wen eJ.2D inches e9.2D*inc~ pumped slowly', 0 so bottoJn other )IS 13. Water clarity Clear 0 1 () Clear 0 20 Turbid Q i.5 Turbid Cl 2 5 3." Tunc spent developing weD '$0 min. (Describe) , (DaK;n"be) . ...
. f*"~~I&5I.P (l.tMO~. -rilJ/J.811) ~L9~.~~
- 4. Depth ofwell (from top of well casiDg)
'J SCi.~* it.
)
,~.lnsidc diameter of well Z" 'ja 6~ Volume of water iu filt P I _well casmg 4,7 gal.
Fill in if drilUug ftuids were used and weI1 is at saUd waste fa.ci1ity:
- 1. Volume afwater removed from well :',1
..::! 1.:.1 gal.
- 14. TotA1suspcndcd ~ qII
~ mWi
/
- 8. Volumeofwatcraddcd(ifany) ;Jo}/{£ gal. Bolids .
- 9. Sourccofwater added .-::M~_<?:>:\g_-=:o....- _ IS.. COD *.
mg/l mglf.
"~
- 16. Well developed by: Person's Name and Firm
- 10. ADalysis perfonncd on water added? Cl Y cs )j(.No I~ 'K-nJ.-y _. S~ME:'
(lfycs, attach results) 12, C#- F/J.EDfe4 c.K- - 'S'~ J'\A.~
- 17. Additianal commCDlB OD development:
. 'm~ ..s tJ&J {~ 2&.u J,
. P?~ ,*- ./.,IJoR..P V'~~ s 4~ {D~) */s4- /)~~e:Nr
)/.f~.d ,,' ?~ ~/~ ~2. () ,.,//~ ~ ~' --
4d~.1 /oJJI .,u~ ~ 4.'3~ ~ Facility Address or OwnerlR.espousible Party AddreSS 1hereby certify that the above inf~OD is true and conect to the best ofl .....I Name: knowledge*
.l.Firm: Sigoatan:
Print Name:
- Street:
~-
24" 148 CitylStatelZq,: Finn:
MONITORING WELL D~OPMENT
~ ij O~~.iJ F""m"'il'rcP!"'l N....
55fT I't
~:-iM7:o=nt:f*to~ring~Ni::umber=.
IL /l
. County Burke t:=--'--'r--"""!-~~~-~-!~=*---~---*"l~*~--:-.
l WCll Name l!b~ A
- 1. Can UUa well be purged dry'! ~ Yes [J No Before Development After Development
- 11. Depth to Water (from top of' (p D *30 I 'ft.
2.. Wen development method: surged with bailer and bailed 0 41 . well casing) L b~ 'ft
.sje4 /oC' surged with bailer aDd pumped Cl 6 1 surged with block and bailed 0 42 b.
surged with block and pumped Cl 6 2 surged with biock, baUed, and pumped 0 70 compressed air 0 .2 0 Time c. 4;]0 . bailed only Cl 'J 0 pumped only X S1 12. S~inwcU 89.ZD'inches pumped slowly , O S0 bottom other ....:--_...
-;:..- '-..'_ _ ~.
- 13. Water,cluity Clear O' 1 0 . Clear 0 20 Turbid Jl t5 TlIIbid)i 2 S
- 3. Time spent dsvelopiDI well ZD min. (l)csc:ribo) . (Desc;ribe) \
. 4. Depth orwell (from top ofwell casiDg) B4.e.o' ft.
~(cl~~(~
j; ! \ S.1Dside diameter ofweU ZIt 'in.
- 6. Volume of water in ilt p 11 ".wen casing '1.7 gal.
Fill in if drilliDg fluids were used aDd wen is at solid waste facility:
- 7. Volume of water removed from weD U' gal.
- 14. Total suspended ~
IOUds .
- 8. Volume ofwater added (if any) ~~ gal.
- 9. Source of water added ...;M~*_<??\.R_-=* _ IS.* COD
- 16. Well developed by: Person's Name and Firm
- 10. AnalY,Jis perfOlD1ed on water added? Cl Yes )(:No
~fyes, attach resultl)
- 17. Additional* commCldl on development:
Iit~ ~ S ~ tJ~S £.1J~1
~ d 4-~' (O~) 2..~J )8,)~L.oPMg.JI-JJ6~! '?VIY'-.(ZJ ~7'C: == ~O 9~Jk ~ ~,
?~ 2 ¢..z.
Facility Address or OwnerJR.espoDsiblc Party Address I hereby certify that the above infpnnation is true and correct to the best 01 knowledge. PriDtName: _ 2.4A - 149 City/State!ZiP: . Finn:
* - _'11.01....- _ ........ ..1.....
MONITORING WELLDEVEIpPMENT County Bu r IGe
- 1. Can ~s well be purged dry? 0 Yes )( No Before Development After Development
- 11. Depth to Water
- 2. Well development method: (from top DC- L (,2..$/1 :ft. t:P3. JO ' . it SU11ed with bailer and balled o 41 weU casing) surged with ba:il~ and pumped CJ 61 surged with block and bailed o 42 Date b. (0 -}- Os'. CD -I-o~
surged with block and pumped o 62 8Uf8cd with biock, bailed, and pumped [J 70 compressed air [J . 20 Time c. 4f~rl"¥ S;~CJrpn-bailed only o *10 pumped only ~ 51 12. Sedjmem in weD incbes inches . pumped slowly . a so bottom other ~--------_---._- )t81
- 13. Water clarity Clear .0...J 0 Clear ~ 0 Turbid. 1" S TUlbid 0 2 S
.r!eJtII .
- 3. Time spent developing weD (l)escn"be) . (Describe)
~D",_tJ .<<l1lEJt.,. ~
- 4. Depth of well (froID top ofwell casiDg) =-~ Afts!. ~~
leJY~et'
- 5. Inside diameter of well 4r!lA; .
- 6. Voiume of water in _ ' . . . . . well casing 5:3 gaL FiU in if drilliDg fluids were used and wen is at solid waste facility:
- 7. Volume of water removed from weD I~* () pl.
- 8. Volume otwater added (ifaay) lJ/)'f 6'
- 14. TotBl suspended ~ mgII
~ Ii1g/l
/
pl aolids .
- 9. Source of water added ....;M:...-_<??'v...... _ IS.-COD .. mgIl
~ ~
- 16. Well developed by: Person's NUDe mel Finn
- 10. Analylis performed on water added? DYes )(lNo
/lui I!'euf I >21J1/~
tGu fietJ~i~jIt, T * (Ifyea, attach results)
- 17. A~ti~ comments CD development:
s W~ cJOL.tJ/YIe5 ~tJv~' f/vhlf/ 1ft1'TE Z/O 9 Q / jf/..b- ~ I Facility Address or OwnerJResponsiblc party Address . I hereby certify that the above iofcmuatioa is true aDd correct to the best Of1 J Name: knowledge.
- ~ Firm
- Signature:
Print Nune: _
- Street:
2.4A - 150 City/StatelZij,: Finn:
MONITORING WELL DEVE~OP:MENT
,-)
- FacilitylPJOjcel N.... II-. County
-lIo~e 55,* 805A Facility LieC;Permit or Monitorina Number
- 1. Can ~s well be purged dry? '0 Yes ~NO Before Development After Development
- 11. Depth to Water
.'2. Well developDicDt method: (ftom top of' L
surg~ with baUer md bailed 0 41 weD Cl$iDg) surged with bailer and pumped 0 61 sursed with block and bailed 0 42 Date b. {, 0 S-* . (, -/ surged with block and pumped 0 62 surged with biock, bailed, and pumped 0 70 compressed air 0 '10 Time c. bailed cmly o *10
~ 51 12. Se4iment in wen pumpedODly inches pumped slowly' , D 50 boUom other. )mJ 13. W. . clarity
- 3. Time spent developing wen $5" min.
/27*1) ,
. 4. Depth orwell (from'top orwell casing) ft.
J, 1
- s. Inside diameter of well 'in.
- 6. Volume of water in tiM j well casing 8~o gal Fin in ifdrilling fluids were used end weD is at solid waste facility:
- 7. Volume ofwatcr remOved from woll J4&0 gal.
- 14. Total suspended ~
solids .
- 8. Volume of water added (ifany) H~ pi.
- 9. SO\IJ'CC of water added __
...:M~_Ch:\.R
*.=;lo.* _ IS.* COD
- 10. Analysis perfonned on water added? o Yes)l(,No 16'~K~_N111ld;; Me
.(lfyes, attach results)
- 17. Additi~ comments on development:
3 WU- VoC-.umes ~we:b fVm f . ~ ~ /'0 11?'/ ?J~ Facility Address or OwncrlRespoDBiblc Party Address I hereby certify that the above information is true and correct to the best knowledge. Name::: )
\ ~ Finn: Sipature:
PriDtNamc: _
- Street:
2.4A - 151 CitylStateJZip: Firm:
SC 5 h e.1cf F;, ('4 MONITORING~'DJt9ELOPMENT
} G~ r--r-t~ f)~1~3'
- FacmtyJProj~N....
-.lIo~e 55 ..
I/-A County
. FlICility LieC;Permit or Monitoring NU1)lbcr
- 1. Can UBs well be purged dry? '0 Yes ~NO Before Development After Development
- 11. Depth to Water
- 2. Well development method: (from top of" L '1 f ~ '5"0' 'ft.
surged with bailer and bailed t:J 41 . weUcasing) surged with bailer and pumped 0 6 l' smged with block and bailed 0 42 Date surged with b~ock and pumped Cl 62 surged with block. bailed, and pumped 0 70 compressed air O. . 2 0 Time bailed only [J .10 pumped ODly ~ 51 12. S.cnt in weD pumpCd slowly' . 0 50 boUom other -=-_...;;..; ~__)031
- 13. Waterclarity
- 3. Time spent developins wen f
- 4. Depth ofwe~l (from top ofwell casing) 93.ooft.
), I S. Imide diameter ofwell
- 6. Volume of yiBter in til p. k and well cuing Fill iD if drilliDg fluids were used md wen is at lOUd waste facility:
- 1. Volume of water removed from weD
- 14. Total suspended ~
- 8. Volume afwater added (ifany) solids .
- 9. Source of water added ~~ ,,;;:: _ IS.* COD
- 6. Well devoloped by: Person's Nune and Firm *
- 10. Analysis perfonnecl OD water added?
(If yes, attach reamlB) CI Yes )(.No
-r;nt
~C,K I:"£U.. 'I R"f)£ 1c"L
. S~ wJS' ( (
ItJC
- 17. Additional comments on development:
. m,lJ. 3 W~ (f ~lJ'-CJrtIIC;;, /!..t,iit12e-Q ff) A'f. . {p irJa.f I Vt> LcJ rVt ~ yZEh/I 0 J ~
,J.,TD:J R;""f-> t:.A.'"Tt =:;2. ()~ .. /l1}f I
~~--'--:-=----:-~---=--:--:=--~~---------r----------------------- I Facility Address or OwncrlR.esponsible Party Address 1 hereby certify that the above in(ormatiOD is tru~ aDd correct to the best of n;
. knowledge.
) , Name:
~ Finn: Signature:
PrintName: _
- Street:
2.4A - 152 CitylStatelZiP: Firm:
MONITORING WELL DEVE~OPMENT JFKili~~j~
--lI N-o~le . 55 . :
~
FacUity LieC; Permit or Momtonng Number County
- 1. Can~UUs well be pursed dry? '0 Yes rr; No
- 11. Depth to Water Before Development After Development
- 2. Well developniCDt method: (from top of' wcUcqing)
- a. 124-. '}() 'ft. I ZS-; Zk
(
'ft.
SW'Bed with bailer and bailed 0 41 surged with bailer BDd pumped 0 61 surged with block IIId bBlled 0 42 Date b. (p-~-OS-' -lD - 2.. ... 0 SO-surged with block and pumped CI 6" surged with biock, bailed, and pumped 0 70 compressed air (] . 2 0 Time c. 6.!*/~pjYt.. 4 !l"eJ~,.;..... bailed only (] . 1 0 pumped only X S1 12. sedjinent in well inches inches pumped slowly'- , CI S 0 bottom
-other _ - ._...........~-----._)ag
- 13. Water cluity Clear CJ 1 0 Clear ~ 0 Turbid Ir'" i S Turbid 0 2 S
- 3. Time spent developing wen S'S min. (t)cscn'be) . (Describe)
Suoun..y hu,p . (!/;oIl£- A F71:::~
-4. DePth ofwell (ftom top of well casiDg) 1'1.3. Z,/' ft. . .. lZ{~'JJi.-,
) . S. Imide diameter ofwell ." 'I lin. I . ' 6. Vo~ofwateriD:lI casmg q dwell II. I pI. Fill in if drilliDg fluids were used and well is at solid waste fa.cility:
- 7. Volume ofwatcrremoved 1iom well J3( gat
- 14. Total suspended ~
soUds . qII
~ mgIl A!t'N~
/-
- 8. Volume of water added (if any) gal.
9~ Source of water added ..:M~_C'?'\.R_-==::a... _ IS.* COD mgIl
/ m~
- 16. Well developed by: Person'sNam ad Firm
- 10. ADalysis perfonucd OD water added?
(If yes. attach results) Cl Yes ')i.No
'-[';p; KELL1 SjM£
.K:- /'
- 17. Additioual comrnanta on development:
., 8' WEu- ;/Of.Al.mes f2enut.l~ .
H~p ~~/.o 9"'/ peA- /If,,;,.... Facility Address or OwncrlR.esponsible Party AddIas 1hereby ccrtify1bat -the above iDf9lDUltion is true and comet to the best of1 knowledge. Signature: PriDtName: _ 2.4A - 153 City/StatelZip: Firm:
** L-. ~ __
MONITORING WELL DEVEIpPMENT "-I IfA _v C?G1te FacllitylProject N..... Facility LIe e: . 55 . ~ PcnDit or Momtormg NUItlber
- 1. Can this well be purged dry? '0 Yes fl(No Before Development After Development
- 11. Depth to Water
- 2. Well development method: (from topo!'
L surged with bailer and bailed 0 41 weD casing) surged with bailer and pumped Cl 61 surged with block and bailed 0 42 Date b. {,-2.-oS-surged with block and pumped 0 62 surged with bioci, bailed, and pumped 0 70 compressed air 0 ' 20 Time bailed only o *10 R' 51 12. in wen PlDIlped only S~ent inches pumped slowly . CJ 50 bottom other }mI 13. Watcrclarity Clear ~O . Clear .~ Turbid Q 15 Turbid [J 2 S
- 3. Time spent developing well '10 min. (Oescribe) .
f*...:** ...:. (Desc;n'be) f
- 4. Deptbafwell (from top of well casiDg) 22-1. ,,~ ft. --~------
J.
- 5. Inside diameter ofwell 2" 'in.
- 6. Volume of water in ilfil-._-.IJId well casing c:l1.7 gal.
Fill in jf drilling fluids were used and weD is ahoHd waste fadlity:
- 7. Volume of water removed &om well (,~ gal
- 8. Volume ofwater addcd (if any) ~o~~* gal.
- 14. Total suspended ~
solids ' ~ mgIl
- 9. Source of water added ..:M~_Ch:\.g_--==;;:o.' _ IS.* COD
/
- 16. Well developed by: Person's Name and Firm mafl
~
mgll
- 10. ADal)'lis perfozmcd on water added? CJ Yes )(.No
-r;;,. '14uf 1 5 ~ Me:-
I<,ct: F~E/)Il. c.~. 1 . (lfycs, attach results)
- 17. Addidcmal commCDIS on ~elopment:
S w£:l,L. v'O<'(/n1~ 2o-Hd~-e<:)'
;;::;MP' ~rG 1b /.D ?~/ ,P..eA.. ;J(~,
. I Facility Address or OwnerlRespousible Party Address I hereby certify that the above information is true ad ecmect to the best of 11 knowledge. I Signature:
PriDtNBme: _ _;,.- _ 2.4A - 154 City/Sta1eIZij,: Film:
MONITORING WELL DEVE~OPMENT :
- 1. Can *this well be PUlled dry? '0 Yes ~No Be~ore Development After Development
- 11. Depth to Water (from top of*
tz.+rs-t> I af; /Rz-I. ft. (
- 2. Well development melbod: L ft.
surscd with bailer md bailed 0 41 wen casing) (, -(-Or: surged with bailer and pumped 0 61 surged with block and bailed 0 42 b. (p 0$- surged with block and pumped Cl 62 lU1"8od with biock, bailed, and pumped 0 70
.compressed air 0 . 20 Time c. /:1.: }p-/pf. /./ ~S';:?n'\
bailed only o *10 pumped only . X 51 12. S~c:ot in weD inches inches pumped slowly . 0 50 bottom other*~_.......- - - - - - - - )S 13. Wam clarity Clear a 10 Clear 0 20 Turbid ir"ls Turbid 0 25
- 3. Time .spent developing well $5 uUn. (l)escn'be) . (Desc;n"be)
S~,,~ .C(gJt2- A~
>>4-. () ....7+~I/._-e.:.cB:£..::i-;nrD~ __ ~ k9'9/IiH'$ R~", i
~
.. *4. Depth orwell (from top ofwell CBBiDg) ft.
J. S. Inside diameter of well ;J.1f 'in. -------.
~ I
- 6. Volume afwater in "r""weU cuing t ~.Z gal.
Fill in if drilling fluids were used aod woU is e.t solid waste facility:
- 7. Volume ofwater' removed from well 6~ gal.
JJ~'
- 14. Total suspended ~ ~
~ m&Il
/'.
- 8. Volume ofwater added (if any) gal. solids .
...:M;....;._~_....-;:::illo-
- 9. Source of water added _ IS.. COD mgIl
/' mgIJ.
- 16. WeD developed by: Person's Name and Finn
- 10. ADalysis pt:rfonned on water added?
(Ifyes, attach results) CJ Yes )(No 71~ ~ (. S~M~
"e, 441£ F4<J"t.le~) #
- 17. A~tional comments on development:
cJ ~ VOLe/Mes ~"tloJ . ftm/ 4~ It) ~I ?~ Ht~. Facility Address or OwnerJR.esponsible Party Address 1 hereby certify that the above inf~tion is true and comet to the best of I knowledge. . . i
'\
..-I, Name: J----------------.;--------i
) FinD: Signature: f PrintNamc: _
- Street:
2.4A - 155 CitylStatelZiP: Firm:
MONITORING WELL DE~OPMENT
~FlCn~IProjI'ClNI DO flo-a.LI.IJ 5541'<. .
IJ _:"iM7:ODl:::::'*to:jrin~g;;;*Nr.=;um=. CoauIy I ) " _'-- _ i::ber=----r--....,.I~~ J'j~r .~ TWeIlN.... I 8'~A
.........~~--="='....--~---~I*~~-=----...;....---
v-r
- 1. Can \his well be puqed dzy'I (~ ,--,-rt,r Y.. tJ No
- 11. Depth to Water Before Development After Development
- 2. Well development method: (from top of' wen casing)
L IJ2t f'l '. ~ft. 1#J.4!
.ft.
SUIJ,cd with bailer and baUed 0 41 surged with bailer and pumped 0 61 sUJ8cd with block and bailed 0 42 Date b. 6 ~/-C9S- (, -I-oS-surged with block and. pumped CJ 62 surged with biock, bailed. and pumped 0 70 compressed air 0 . 20 rune c* 3:.~ 'I'~ ~ ~ ~eJ~"'"
. bailed only [] , 1 0 pumped only )if S I 12. S~iDweU iDcba iDchcs JNIDPed slowly' , [J S0 bottouI other -=--_~~_ _,,;.,.;.,...._~}181
- 13. Water clarity Clear D.J 0 .' ; Clear .8'"'2 0 Tmbid IT'" 15 Tumid [] 25
- 3. Time spent developing weD If) miD. (Describe) . (Describe)
_I I
~ I
- t#6'tlli. ~/~
- 4. Depth ofwell (from top ofwell casiDg) :J.:J. /.31 ft. W~J'\. 4lifj"a:'. f*D
.~., J!
S. Inside diameter of weD I. 1m.
- 6. Volume of water in iiIP,---"well casin& 14-,+ gal.
Fill in if drilling fluids were used and weB is atlOlid waste facility:
- 7. Volume of water removed from wen /P,O gal.
/IINC 14*. Total suspended ~ 'mg/I
~ mgIl
/'.
- 8. Volume otwater added (ifany) gal. solidi .
- 9. Source, of water added ;(jO?\.e IS.* COD msfl
~ lD~
- 10. ADalrsis performed OD water added? DYes )(No (If yes, attach results)
- 11. A,dditional commcnta on development:
t';k' J1J/YJ1' Alep,/) ;tid' Go ;)e~"72 /7hq,,; ~/o/ 1411.0"
~F 0 iJs7Jt,.4l~ n o}I I AJ tJat-"
AtP/!-I>f I'. /) 9"/1,,"/$ ~'va;J AK'6 nIE:N {Jti71/r 'l>ttr '. 1:Jif1j7 LAnz:' /.." 'illl )/£A-.I'1'I~.. Facility Address or OwnerlR.csponsible Party Address I hereby certify that the above information is ne aDd c:orrcct to the best of' knowledge.
~ Name:
.I,
~:: 2.4A - 156 PrintName: ~
City/StatelZiP: Film:
.MONITORING WELL.DEVE~OPMENT iFtcilitylPtoj~
--.JJ 0 ~le N.....
55 . tf/( Facility Lic&iSe: Permit or Monitoring Nmnber County 1, Can ~ well be purged cby1 'n Yea .,s No 11. Depth to Water Before Development After Development (from topor'
- 2*.WeD development method:
well casing) L Ito. 1)4* it 12Q,~ 'ft. 8urs~ with bailer and bailed 0 41 surged with bailer and pumped Cl 61 surged with block and bailed 0 42 Date b. ~ ~ 2 -oS"" <C .. 2-oS-surged with block and pumped 0 62 surged with bioct, bailed, and pumped CJ 70 compressed air 0 .20 Time c. ~:¢.Ah' '1}g;~ bailed only Cl *10
)it' 51 12. SccUmcut in well pumpedoaly inches inches pumped slowly . 0 SO bo1tom other *~lS 13. Wlterclarity Clear ~o' Clear ~
Tmbid t:J 1 S Turbid [J 2 S
- 3. Time spent develapiDaweU IPS" min. .(Oescn"be) r-":, ..... :.
, (Desc;n"be) ) 4. ilepth Clfwell <-lop Clfwell cuioc) ~50 it f
. . S. Inside diameter of weD 2.- " 'in. __ . 6. VolumeofWBter iD 11111111'1'"1',.-_1 well cuina 17.2- pl. Fill in if drilling ftuids were used and well is u80lid waste facility:
- 7. Volume afwater removed from woU ~/.Ip gal.
- 8. VolUme of water added (if my) IJoNe pi.
- 14. Total suspended ~
BaUds ..
~
~ mgll
- 9. Source afwater added ...:M:...-;;;.._&Y\...e_--:~ _ IS.*COD
/ mgIl
/' ~
- 16. WeD developed by: Person'i Name and Finn
- 10. AnalyaUJ perfonned on water added?
(If yea, attach results) o Yes)(.No 7/'M' ~Lf
./4t
.17. A,ddi~~ comments on dcveloplllel1t:
~ Wg;J.J.. VtlU/m-BS h!()V£2 1lt111f2 ~n;: ~ 1.0 ~/;?~~.
I I
=F-BC1":':'*1:-:-ity-A~ddress:-:--or~Owner.~-;1R.espo;:--~DB:;;ib::t:le~pLarty~A7"d:L:dress~:---""-"----"-1-herC-b-y-ceru-*fy-tha-t-th-c-ab-o-v-e-infj-911DI.tJ--*-on-j-s-true-IIDd-CO-I1'cet-to-tb-e-bcst-o-fml knowledge. ., I
. I Signature:
2.4A - i57 PriDtNamc: _ I City/StatclZip: Finn:
MONITORING WELL DEVE~OPMENT
~
- Facibty~ NIIDC County 85lJ fL.
(Io-d/A 55rr,.
~r:iM7:o=n:fitoriDg::l*=::tNi:\DD=. bert=---r---I;!C~-r:---:lI:----:--~_--...I_--...,...~~~--_:.....- _
l.*Can this well be purged dIy? '¥.Yes o No II. Depth to Water Before Development After Development
- 2. Well developnieDt method: (from top of' well casiDs)
L t1f: JJ
-I' t . 'ft. 'ft.
surged with bailer ad bailed 0 41 SlIIBed with bailer Bnd pumped 0 61 BUrIed with block uad bailed Cl 42 Date b. {g - I ...(? S- . {, - t-os-sursed with block and pumped CJ 62 surged with biock. bailed, and pumped 0 70 compressed air 0 ' 20 Time bailed only o *10
.pumped only ~ SI 12. S~ent in wen inches pumped slowly' , [J SO bottom.
other )Im 13. WatIlt clarity . Clear G'1o .Clear ~o Turbid CJ tS Turbid Cl 2 S (Pe.cribe) . (Desc;n"be)
- 3. Time spOIlt developing wen l,.S min.
f*"-..* ... . .1*:..
- 4. Depth otwell (from top orwell cuing) /ZD.4t' it S.lnside diameta' of well ,-" 'in.
- 6. Volumeofwaterine,:
casiDa j 1 _well
'1.+ gal.
. Fill in if drilling fluids were usod and wen is at solid waste facility:
- 7. Volume ofwaterremovcd from weU e9OJ. ~ . gal.
- 8. Volume otwater added (irany) NoJJ~ gal.
- 14. Total suspended ~
IOlids . Jq/J
~ mgIl
- 9. Source of water added ..:M~_Ch:\g_-=:...- _ l~.*COD
/' mg/l
/' mgIJ.
- 6. Well develope9 by: Person's Name ad Finn
- 10. Analysis perfonncd on water added?
(lfycis, attach results) DYes )At.No 7/M' Ka..1..'/ SJp#Z
, , I
- 17. A,dditional comments on development:
A,p~ 0< t.J ~ ~{"()n?es I!GmOr/ GZl ~ ~N6-- 2>7 f/,tlfl ~ ,f/flg ~ /0 f8 / j2A /X..:-
- Facility Address or OwncrlResponsible Party Address 1
I hereby certify that the above inf(JlDJBtion is truo and coaect to the best orm knowledp. . Name: ~J... Firm: Sipat1n: PrintNamc: _
- Street:
2.4A-158 CitylStatelZlP: Film:
t F~l~~,d~ MONITORING WELL DEVELOPMENT I
- I r
! Name 11.. County rJO*~{.A 55rr,'
~;iM1;o::mif'to;iring~Nj;;umber;;;, h;;"---i-----.;~~:r~~----~--....,~;....:;~---.;......,.---
itJo)
- 1. Can this well be PUlled dry? .~ Yes 0 No Before Development After Development
- 11. Depth to Water
- 2. Well developlllClDt method: (from top of' weUcuiDg)
L 10? .9,.1 'ft. ", ft. ' S\q~ with bailer and bailed 0 41 , miged with bailer aDd pumped CI 61 IUl'Bod with blOGk aDd bailed 0 42 SUlJed with block ,1IId pumped 0 62 lUl'Jed with bi~ bailed, and pumped CJ 7 0 compressed air Cl '2 0 blu1ed 0Dly [J .I 0 pmilped OII1y )it' S 1 12. Sedjment in weD pumped Ilowly . [] 50 ~ other ......_ ........ :lJBI
- 13. Waterclarity Clear CJ 1 () Clear 0 20 Turbid .I( t S Tmbid [J 2 5
- 3. Time spent dcveloping wen IS min. (1)escribo) . , (Describe)
,..J ot_ COIbIa)
, ~ ~c,/,,- ..
- 4. Depth afwetl (Iium top I J7,/~ ft.
I S. Inside diameter of well 2" I, in.
. ' 6. Volume of water ill fihs: p I J "eU casing 4.44 pl.
Fill in if drilling fluids were used and weD Bit ,oli'd waste facility:
- 7. Volume of water removed from weD ~,O pl.
'lin'LL
- 14. TotalllJSPellded ~
- 8. Volume of water added (ifmy) pl. IOUds -
- 9. Source ofwater added ...:M~_<??\g_.....;::c*lloo- _
- 6. Well cmvel~ by: Person's N and Firm
- 10. Anal~s performed OD water added? o Yes .)itNo -;;"," /4;uy l (lfycs, attach J1!lI\Iltl) Sr 1V1~
Ltu - Facility Address or Owner/llespousiblc Party Address I b.crcby certify that the above informatiDD is true aDd correct 10 tho best of r know'edge. '
..) Name:
Sipature:
~ 2 'IoIo 1Q lr-iIo1Wo8Q PrintNUDC: ~
City/StatelZip: Finn:
MONITORING WELL DEVE~OPMENT
- 1. em t.bis well be p~ed dry1 '0 Yes ')( No Before Development After Development
- .me:::' .
- 11. Depth to Water
- 1. Well developn1eDt method: L !Qe;.PS';'a 112. {,& I 'ft.
lUI'led with bailer and balled Cl 41 , aurged with bailer aDd pmnped Cl 61 8UJ1ed with block and bailed Cl 42 Date b. (, -: 14 - ~~-:' ~-/~-or' SUlJed with block and pumped CJ *6 2 lurgect with biock, bailed, and pumpod [J 70 compresaed air . Ji( '2 0 Tune c. tfjjr 4/lJrJ bailed only 0 .1 0 pumped oaly . .., S 1 12. Se4iin. in weD iDches inches pumped slowly' , Cl S0 bottom. other -=--_--=-_ _~__ }181
- 13. Water,clarity Clear O. 10 'Clear t6 20 Turbid l( 1S Tmbid C 2 5
- 3. Time spent devalopbig weU (t)cscn"be) . (Describe) i-z'Si ~e:;~e~1 I
7V~Q VAPt- LJAi@;- ~ I
- 4. Depth of.well (from top ofwell cuing)
) ~Q~ 1Ic'*'tmF-
- .?
./
ApruVED __ 'L~_ 5.lDBide diameter ofwell '2" I in.
- 6. Volume of~ in 5" I~wen casin& aJ gal, Fill in if dri11iDg fluids were used IUd weD is at solid waste facility:
7, VolumeofwatcrremovedftomweU ~. rJo. gal. 14, Total suspended ~
- 8. Volume of water added (if any) ~ . saL laUds ~
- 9. Source of water added ~M;.....;.._O?\.Q_._=* _ IS*. COD mgI1
- 10. AnaIY.Bis pcrfonned on water added? o Yes )i(No (If yes, auaeh ~ultll)
- 17. A~ti~ colDllUlDi8 on development:
tJr;;u." WAS OIiJ/GUf'ErJ t/$/N~ A/~ (i,m~/2t"SS't7~
~ 5tJ t?~ ~i= f~'4(;" J4r ~ffMf of WGU.-
I
=F8C-=ili-ty~A-:'ddre-:---ss-o-r-:Own~eI:-::1R.::-espo-DS-l~ibl;-c:"'Party-:--:'A"';"dr-----'""""--T"J-hcre-b-Y-c:cm-'fy-tha-t-the-abo-ve-iDf1-i;mDati-*-on-is-tru--e-aDd.....*-correct--to-tb-e-bcst-.-o-rlEl knowledge,
) Name:
~J... F~: Signature:
Print Name: ......._
- Street: fAA - JeD City/StateJZip: Firm:
- 1. Can ~s well be purged dIy? Before Development After Development
- 11. Depth to Water
- 2. Well dcsvelopDient method: (from top of' weUauing)
L ?/. D ,,' 'ft. 'ft. surg~ with bailer and bailed Cl 41 . lUI'Ied with bailer and pumped Cl 61 lUI'Ied with block uuI bailed 0 42 Date b. swpd with block.and pumped 0 62 surgect with bioct, bailed, md pumped CJ 70 compressed lit [J . 2 0 Time c. S.:S$"- ~ bailed only 0 .10 pumped 0Dly ; ~ S1 12. Secijment in WQU inclies inches pumped slowly . [J SO ~ other -=--_-::..::-_ _....;.";,,._ _ )181 *. 13. Water,clarity Clear _Clfi 0 Clear ~O Turbid:ll tS Turbid C 2S
- 3. rune spcmt devclopiDg weD (t)cscn"bo) . (Deserlbe)
SY..G'H""f 7iMM' .lLWfi& IIF'nR&
,4. Depth orwell (from top ofwell casiDg) . . td WIfU-V<<,"mC ,.,....
- s. Inside diameter of well
- 6. Volume of water in filter pack and well casing 42- pl.
Fill hi if drilling fluids were used and weD is at solid waste fadlity:
- 7. Volume afwater n:moved &om weD A3.o gal.
- 8. Volume afwater added (ifmy) ,4/",,-, pl.
- 9. Source ofwater ~ded ...:M:.-;.._"?'v_-==:a.- _ IS.* COD
- 16. Well develop~ by: p:)ersnlSam,e and Firm
- 10. Analrsis performed CD water added?
(If yes. attach ~ultB) DYes )(INo fii" '~4-f S'~MIF
£:~ Fitldltl '
- 17. A,dditicmal comments on development:
<J Ull:U- V~"". /kt:nf,tltdJ. 71JI;& ~ 1I.!strJ)~ I(I/E3L t::J4~' "'LcI.w,. ~V..t6
,/ .AtUtVdJ7II~ Weu- ~ ~CIbt"HJ l' n4e j'~".,~
/l;m I' ~ ~;:IJ f./r,..... ~ ~~N.
- Facility Address or OwnerlR.espoDsib1c Party Address J bcrcby certify that the above in(ormation is true and c:om:ct to tho best knowledge. .
)\ Name: Signature: Print Name: -.;- 2.4A - 161 City/StateIZiP: FUm:
MONITORING wELL DEVE~OPMENT i~) . .
. . FacilityiPlojoct N.... If County
----11 o~/ 55 .
Facility Liee;pcrmit or Monitoring Number
- 1. CIn una welt be PUlled dry? '){Ye5 o No Before Development After Development
- 11. Depth to Water
- 2. Well devolopment method: (from top oC' L
weUcqiDg) lUl'Iod withbal1er and bailed 0 41 llUl'ged with bailer aDd pumped 0 61 aurgod with block IUd bailed 0 42 Date b. {., .-/4- -0 s'" surged with bloct.md pumped 0 62 Burled with bioak, bailed, and pwnped [j 70 compresseclair ~ '20 Time c. / !.()O*, . bailedODly ,( 0 pmDpedonly "- 51 12. S.cot in well inches inches pumped slowly . [] SO bottoIQ other }ID 13. Water.clarity Clear )(, I 0 .Clear bl 20 Turbid Q' 1S . 1\abid E' 2S
- 3. Tamo speDt devclopiDg weD 15' min. (Oescn'bD) . (Desc;n"be) tJ~'/lDC. "'As IAId'?l:rL;.)A'L-
") 4. ilepIb afwell <110m top of well COIiq) Its';o' ft. 'CI..£:J:I~ A-r"" e,Qq~ wttr#
-r<'!'E.- IF De/6.eJI! W@( 4Jd-Nr .
.. S.lDside diameter of well ~" 'in. 1>ffl
. . 6.Vo_af_infiifil.,......IIttJwell casing q,g gal. Fill in if drilling fluids were used _,wen is at soUd waste facility:
- 7. Volume of water removed from weD
- 14. Total suspended ~
- 8. Volume of water added (if m)') soUdI *
- 9. Source of water added ...:M..,.;..._<??1.R_-=*::a..- _ IS.* COD
- 6. Well develo~ by: Person's Name ad Film
- 10. AnalY,lis perfonned on water added? DYes )!(No --r;~. '~W \
(lfyes, attach ~uU.)
- 17. A~diti~ comments on development:
(au... - eo.&: S(~ WELl- (JAS P~etJ ~.N6 ,4/~ (l~~~~.rl!:-
~ .0tJ?~ 0 F P~ES6,*jt..6 tlseo A'Y' -a,~~ elF tp"EZ-~
Facility Address or OwilcrlR.espoasible Party Address lhereby certify that the above inf9flD&lion is true aDd corract to thebcst ofm~ knowledge. ") Name: _.l F~: SignatUre: Print Name: .-;...-
- Street: 2.4A - 162 CitylStatelZtP: Fiim:
MONITORING WELL DEVE~OPMENT i
;FK11ity~¢NImO I
I IfA
--lI Facility Lie o~le 55 . '
e; Permit or Monitoring Number lwellName
/OO.s-
. 1.
- 1. Can'~ well bepUI'Ied chy1 ~y.. "/NO 11. DajJthtoWater Before Development After Development, 1~I'07 #
- 2. Well developmeotmethod: (from top of' wen casing) .L ii-SUO 'ft. / 7 , ~~ ~* t.J Q '
- ft.
.UI"I~ with bailer and bailed [J 41 ,
mraed with bailer md pumped 0 61 sursed with block and bailed D 42 suraed with block ,aDd pumped 0 62-f'ZO suzpd with bioct, blned, and pumped 0 70 Compressed air Time bailed only *10
'pmilped only 51 12. seqiinent in well pumped slowly' . D 50 bottcJm, other }~ 13. Water,clarity Clear 0 10 Clear \ft( 2 0 '
Turbid l( 1 S Turbid~ 2 S .
- 3. TUDe spcilt developing well 'l.D min. (Oescriba). (Desc;n"be) t 6U~~!J# O<.qlit- AA"E1L
- 4. Depth ofwell (from top ofwellcuiDg) /73,,()) ft. ~rlIl'zr 3' klf:Z-t.-. VOUl~ e:
______ ~ ~. . i ., ) ~. lDside diameter of well Z " 'in.
. . 6. Vo!""'"
caBIIlI 01_'" &I, r It 011II well
?,() gal.
Fill in if drilling fluids were wred and wen is at solid waste facility:
- 7. Volume ofwater mnoved ftmD wen :;,5 gal.
B. Vol\1D1C of water added (if my) #~. gal.
- 9. Source ofwatcradded -:M~_&'>v_.....;;" _ IS.* COD
- 10. ADal~ perfonned on water added?
(If yes, attach ~Iulta)
- 17. A~lti.cmal comments on development:
UEU- 'j)EVEUJ~EO 1"5'/#6- J?/,;I!.. ~P/2esS(')~ Z 5b ~ IJF fl~S(/~ 'AT 6777Y"'f. tt.c W/iZ..L-Facility Address or OwnerJRespoDSIole Party Address I"hereby certify that the above inf~oD is true and correct to' the best ofm knowledge.
~
Nam,= Firm: Signature: PrintName: _ Street: 2.4A - 163 CitylStatelZij,: Finn:
MONITORING WELL DEVE~OP:MENT !
- 1. can this well be PlDJed dry? '0 Yes 0 No Before Development After Development
- 11. Depth to Wamr or' (from top a-798/ gs; 11*
~
- 2. Well development method:
IlII'Jcd with bailer and bailed 0 41 weD CBJiDg) 'ft. ~ft. lUJ1ed witbbailar and pumped 0 61 I1II1cd with block and bailed 0 42 b. 6-16-{)~' 6 -1(,-0) surged with block.and pumped 0 62 surgOd with biook, bailed, and pumped . Cl 7 0 , i compressed air . ~ . 20 Tune c. 6-/~~1 bailed only 0 .10 pumped cmly )It' S 1 12. S.cnt in well inches pumped slowly , [J S 0 boUo~ other ...:.-_--=-- :Ja
- 13. Water.clarity
- 3. T"IJDC spailt dC'YclopiDg weD 25' min.
- 4. Depth of well (from 10p ofwell casiDg) 189.IJfJ' ft.
S._~afwcll
.~ 4' ) ~ 'm.
- 6. Volume ofwater in fillil.1 casina
-=-_-** well kld 9* 7 pl.
Fin in if drilling fluids were: used and well is at aoUd waste tiu:ility:
- 1. Vo1wnc afwater mnoved from weD 3D,I) gal
- 8. Volume afwater ad&d (if my) gal.
- 9. Source of water added ...,:M:...-;.._"?:\.R_-=* _ lS.. COD .
1O. 'Analysis perfonned on water added? DYes .)i::No (lfyei l attach ~sultl)
- 11. A:dditioual comments on development: -
WELL /)EVl;:U"f?z:J (/f'/Alt-,J(! (/L, (4n-t~-SSt:J",e.
~~~ IP !k13Sp;q; AT ~7ToM pt= Weu..
Facility Addren or Owner/RcspODlible Party Address l
, I hereby certify that the above infqrmation is true and COI1"CCt to the best of a: !
knowledge. ',' I Name:
- l finn: Sipature:
- Street: PrintName: _
2.4A - 164 City/StatelZip: Firm:
MONITORING WELL DEVE~OPMENT
- 1. Can t,bis well be purged dry? Before Development After Develop~ent c,e .01
- 11. Depth to Water
- 2. Well development method:
sura.ed with bailer and basled 0 41 , (from top of' well ClJiq)
- a. 'ft. GB . tfl ' -, ft.
sursed with bailer md pumped 0 61 surged with block and bailed D 42 Date b. (, ~ t4-() S!' . 6 -f4-os-surged with block aDd pumped 0 62 luraCd with biock. bailed, and pumped CJ 7 0 compI'ClSHd air . . '20 Time c. 57! '+0' 5!:r~. bailed only 0 .10 pumped only . ': 5 1 12. Sccijjnent in well iDclu:s iDches pumped slowly' . 0 50 ~ other ~_**~::.- ~_)8 .* 13. Water,clarity Clear ~ 20 Turbid E' 25
- 3. lame speilt developq wen I~ min. (Desc;n'be)
NIl8JD. WA~ ~" 4~ Depth afwell (from tOp ofwell caiDg) IIr,o I ft. 4ri'Dt- DatQ.o4Hc£
)5. ~ Z. I, Ga,...c~,~.
-t. hmfde ofwell I in.
- 6. Vo_of_nll. p kml ...U caing I. U> gal.
Fill in if drilling fluids were used and weB is at solid waste facility:
- 7. Volume afwater removed from well P-;I'to/ dbgat of_addodfd'M . ~
- 14. Total suspended ~ ~ mgIl
- 8. Volume W~* gal.
BOUds '
- 9. so~ of water added --.,;.-":3-g_--=;;;:o.....,.- _ IS.* COD
/ mgIl ~. mgIJ
- 6. wen dcvetop~ 'by: Person's NIIIJC m:l Firm 10.ADaI~ perfonned OD water added?
(If yes. attach ~ults) a Yes )(INo 17M '~-Uf e n
- 17. ~iti~ comments on development:
WeLL 2>alQoP~ i/>I"'~ ,A,,/2- Gn#,t.E550~
~ 5't' /5.7" tJF p,a:sst/~' AT '3DTT~A'\. ~F -WGLl-Facility Address or OwncrlR.cspoaaible Party Address thereby certify that the above infPDDBtion is true and ,correct to the~
knowledge. ) Name: ~F~: Signature:
. Print Name: :....-
- Street: -.;~------------..,2.,...4A~- in:65 CitylStatelZip: Firm:
MONITORING WELL DEVE~OPMENT iFlcilityfProjrp NllIPC fJ 0-",;.L111 55/11' A.. County . J /I.111 LJ I vv r>
~r:iM7.:o=DI:f*tp=ring~NJ:.urnber=, :i:::,:----+-.. ----'!ol~:...r.~~~""='!!"!""--.L.---__r--,.:....::=;.,.:~--..:....- __
- 1. Can l;his well be purged dry? 'IJ Yes J~NO Before Development After Development
- 11. Depth to Water (from top of-
- 2. Well dovelopD1ent method:
wen cqing)
- a. 93,~Z Oft. 'f4.Bs--,ft. :
11q~ with bailer and bailed 0 41 _ lUrIed with bailer md pumped 0 61 SUlJed with block mel bailed 0 42 Date b. u-.lf~or ~ -/4-t?S-surged with block.1Ud puiDpcd Cl 62 surged with bioct, bailed, and pumped a 70 compressecl air .1.1(20 Time c. 5!fJ.Q" /~ 5'7 zrt?;" bailed only [] *10 pmilpedcmly 51 12. Secijmeat in well 'incba inches pumped slowly' . [] SO bottom. other :>mI 13. Water clarity Clear 0 10 ' 'Clear ~ 20 Turbid , . i 5 Turbid 0 25
- 3. T'~e spent developiDg well 't,~ min. (Oescribe) . (Desc;n'be)
SU'Yzr flIJt4ia. Ctp,L ~ !
- 4. Depth of well (from top ofwell casiDg)
) ~.B ft. . (,J/fQl PSiR~i
. . fAm'L.c;?s;D. . :
f). .II S. Inside diameter of well If
'm. !
- 6. Volume of~ater in Ik A 11 II w~ll casing 2l-.0 gal.
Fill in if drilling fluids were used md wen is at ioUd waste facility:
- 7. Volume ofwatcrremoved from well ~ gJ pi.
- 8. Volume of water added (if any) }j~ . pi.
- 9. Source of water ~ ....:M:....;;._O"-n,.g_....,;:::...... _ 1S.*COD
- 10. Analysis performed on water added? o Yes )i(No (lryei, attach ~ultl)
- 17. A~ditional comments on development Ut;lL })EJ}£l..oPeTJ (/s/AI?' AlA!, ~/~clllL-1\/ Sop~ t>F ?1lE5~"1t.E Ar ~77i"K ~F' WELL
-------r__------------------I I
-...,.,.-__- __-.",-----=~~
Facility Address or OwnerJR.esponsibleParty Address I hereby certify 1bat the above infQnDation ii tnao uad com:ct to the best orm' knowledge.
) Name:
Signature: 2.4A 166 PrintName: ~-------------- CitylStatelZip: Firm:
!I MONITO~G WELLDEVE~OPMENT
- FacilitylProject N..- .. IL IJ . County (J o-a.L!1J 5*51f~,r....+/-':u::=L:=-----+,-----..I~~~-~-~~--_
~MonitoringNwnber
- 1. CanUUs well be P1DJed dry? '0 Yes l\ No
- 11. Depth to Water Before Development After DeveiopmCDt
- 2. Well development method: (from top of' L (, o. 7 ~' 'ft.
surged with bailer and bailed [J 41 well casing) surged with bailer and pmnped 0 61 surged with blockand bailed [) 42 Daue b. f.. -,3 -oS-surged with block and pumped CJ 62 surged with biock, bailed. and pumped CJ 70 compressed air 0 ' 20 Time ,c. 1:S.r~ S:*Z3~ bailed only [J *10 pumped only );r 51 12. Scd.iment in wen pumped slowly' , 0 SO ~ other )181 13. Water clarity Clear [J 10 Cear ~ 20 Turbid" 15 6"
+8 Turbid 2S
- 3. Tune spent developiDg weD min. (Ocsm"bo) , (DcIc;ribe)
)
"4. Depth ofwell (from top ofwell cuiag) ttl.o' ft.
~**iil-C*WC
- t. up, "9" 4(r';"'-II~
""\6'S I!?eMwd.
S. Inside diameter of well 2" 'm.
- 6. Volume of water inti**** pa I _well casing ..s:q pl.
Fill in if drilling fluids were used and well il at lOUd waste facility:
- 7. Volume afwater removed from weD .15.4- gal.
- 8. Volume ofwatm added (ifmy) JIM. gal.
- 14. Total suspended ~
lolidl .
~
~ mgIl
- 9. Source of water added A/ehv IS.* COD
/ mgIl
~
mgll'
- 10. Analysis perfouned GO water added? DYes )(.No (lfy., attach results)
- 17. A~diti~ comments on development:
~ - ,.Jill t4C,VIHe$ LEnI,i/Q hAl;J A'A n: .:::; /. 41- //nt." ~b~ II1K t;:' I
, ,1\
~~-~-:::o----:;-;-~~~----,r--------
Facility Address or OwDerlRespoDBiblc Party Address Name:
, I bcrcby certify that the above information is wo arid ccmect to 'the best oflli
~~~~
I , ~ Firm: SignaturC: PriDtName: _
- Stzeet:
2.4A - 167 City/StatelZip: Firm:
'I MONITORING WELL DEVE~O~~NT
. JFlJ:iJjlylProj~ J,oeJi.lt' N_ 55 4-A. -- County Bu r fee IWell NIIID&'
, //)/0 FacIlity Liee: Permit or Monitoring NUJ:Dber I.
- 1. Can uns well be puraed dry1 tJ Y. ~No Before Development After Development
- 11. Depth to WatI:r
- 2. Well devclopmeutmethod: (from top of' weD Cl,9iDg)
- a. S-S: 4/' 'ft. flo.. 5"'&' "~' ft.
SUl'I.ed with bailer and bailed Cl 41 lUI'Ied with bailer and pumped [J 61 suqed with block and bailed [J 42 Date BUrIed with blocklDd pumped 0 62 Baqed with biock, bailed,.and pumped [J 70 compressed air [J -20 Time bailed only pumped only [J
)it'
*10 S1 S.= in weD
- 12. inches pumped slowly' . C SO bottoJD.
odm' )181 13. Water.clarity Clear C J.O Turbid ......15
- 3. TIlDe spent developing weD 8D min. (Oeseribe) .
'i1.D- ft.
~7"1AtML4,
" . 4. Depth orwell (from top of well cubtg)
.I) S~ Inside diameter of well ~" lin.
. 6 . VolumcofWatcriD& ;.1 .well casing /'*tI pl. Fill in if drilling fluids were used and wen iI at solid waste facility:
- 7. Volume of water removed fiom weD Jt.O sal
- 14. Total suspended ~
,.};Af.' soUds .
-:.MCh:l.R_..=;:*,"'-
B. Volume of water added (if my) gal.
- 9. Source of water added _ is. COD 1O. Analysis perfonned OD water added? DYes )I(INo (Ifyes, attach ~lb)
- 17. A~tional coJDJDCDts on devolopment:
~ WEZJ, ~tAI~h-" I!?ewttJtI.~ - -r-~, w'~ WAS :trn~,- .rU~IfIn,y' ~~J)
, . AP'll:r./L. t. -WSZA- ./c'~AfC ~lJtI~.
IlIAI/ 4t7J: ~ Ii ~#A j>&Je. A/N. Facility Address or OwiterlR.espoosible Party Address I hereby certify that the above inf~OD is true and corn:ct to tho best of m;1 b~~F* ~ ! "'"' Name: _.=1.. F~: Signature: PrintNamc: _
- Street:
2.4A - 168 City/StatelZij,: Finn:
MONITORING WELL DEVE~OPMENT ~ 1~~~~N~ ~ {) o-~j) 55fT,' County
~r~";M~o~D~ito:-:rinsbN:;::umber~::::-----+*-~~'::""~~-:--~-_....I.....-----r~~~---.:-.....---
I. Can ~ well be pmscd dry' 'n Yes ~NO
- 11. Depth to Water Before Development After Develop~ent Z. Well develOpllient method: (from top of' L ~(, ./z. 'ft. 90, If).
t
'ft.
1Ul'I~ with bailer md bailed D 41 , weD Cl,Siag) lUlled with bailer and pumped [J 61 lursed with block and bailed lUlled with block,and puiDpcd D 0 42 62 Date b. t,o/if-oS" t -/tf-os lUlled with biock, bailed, IJld pumped [J 70 compressed air ' lJC' 2 0 Time ,c. Z*!*4tJ/~ 8!'~~ bailed only Cl . I 0 pmilped only S1 12. S<<\imeDt in ...,U iDchea inc~ pumped slowly* , D 50 ~
~ =-:.---~-_)181
- 13. Water,clarity Oar 0 10 Car nt 20 Turbid lit' l S Tmbid ~ 2 5 (Ocs.~ (DoIQn'be)
- 3. Tame spent developiDg weU
-rfiI~/l) UNTIL. .WA1Eit- ~ '-I 4: i>cpIh of well (from !lip of well cui>&> ) , 5. lDside diameter of wen ' ,:J If
- in.
*~~~'**I
' " , I
. . 6. Vo1umeof_iDil'a p I III,,"" casing ;J. 2.. 7 gal. FiU in if drilling fluids were used and weU is at solid waste facility:
- 7. Volume ofwater removed fl'omweU /Jpp~ 1D gal.
- 14. TotallUSpCl1ded ~
- 8. Volume otwater added (if my) solids -
~
~ mgIl 9.Sourceofwateradded ...:M~._"?\.R_-::..- _ IS.* COD /" mall
~ ~
o Yes )(lNo
- 16. Well d~e~ by: PersOD'S N71Dd FinD ,
- 10. Analysis perfonned on water added?
(lf~, attach ~ltl) / Ip;t ~'i S' c Mi.. c./i!- M ~,K.. '.
- 11. A~tioual comments on development:
tJr;;u.,. WIIS Uev~PEV I/S/~~ Ale. CtJ",,'£BSS~12
- b..9 /'~ ~~ f',tR>~,", CIs&) Ar 7,T7tJttIJ-\. -,r- WiiU-
'Facility Address or OwncrlRespoDsible Party Address J hereby certify that the above inf(JnDatiOD is true aDd correct to tho best arm:!
kDowledge. ~ I Name:: ~. FinD: St:Rel: 2.4A - 169 Signature: PrintNune: --.,;...,_ I I CitylStatelZip: Firm:
MONITORING WELL DEVE~OPMENT
- 1. Can t)Us well be puraed dry? 'DYes ~NO Before Development After DeveloPment
- 11. Depth to WIWJr
- 2. Well development method: (from top of' L
8111J~ with bailer and bailed Cl 41 . well casing) lI1JI1ed with bailer and pumped Cl 61 lID'Jed with block and bailed a 42 Date b. II ~3 -Or (i- 3 -or suqed with block.and pumped 0 62 lUlled with biock, baited, and pumped Cl 70 compressed air C . 20 Time
.20 bailed only C *1 0 pumped only )i( S I 12. S~inwcU inches pumped slowly' . [J S 0 ~
other ..;....._.;;...:.-_ _~_ _ )~ * . 13. Waterclarlty Clear O..,J 0 CIeIr Turbid If 15 Turbid 0 2 S
- 3. T'DDC speDt developing weD* (Oescn"be). (Desen"be)
~-1lAM(' (!<.~ AAax.
- 4. Depth of well (from top of well casiag) . ?AN 4u ' L 1~14~
) 5.Iuido~ofweU 'in.
~ '
. . 6.VO...... of_iDlP.** I hell cuing I.r gal. Fill in if drl11ing fluids were used and wen is at'IOUd waste facility:
- 7. Voluma of water removed from wen
.J,'~O gal.
- 14. Total suspended ~
- 8. VolUDJe afwater added (if any) ~. gal. solids *
- 9. Source ofwatcr added ...;M:...-..;.._<.??\.R_.......o::
- _ IS.. COD
- 10. ADalY,BiJ performed on water lidded? o Yes )(:No (If yes, attach ~ulta)
- 17. A~ti~ commentl on development:
.s WfiI"I; V,c;.;.... d ~dVt:;-tJ aAf/' ~ ~/.D ~/ltnt ,PDt. ",,~,4I.
=--~~"---=--~-"""'=""lr-='~~~---------r---------------------I Facility Address or OwnerlResponsiblCl Party Address J hereby certify that the above infQtDlation iI true and com:ct 10 the best orn I knowledge.
Signature: Print Name: _ 2.4A -170 City/StateJZ 1P: 'Finn:
MONITORING WELLDEVE~OPMENT
- 1. Can una well be pursed dIy? -0 Yos ) ( No Before Development After Development-
- 11. Depth to Water
- 2. WeU development method:
aurs<<l with bailer and bailed [J 41 , (from top of' weD casing)
- a. 5+.5 f ft. y,tj.9t ' ", it.
BUrIed with bailer and pumped Cl 61 surged with block and bailed surged with biock.and pumped CI 0 42 62 Date b. (, ...*rJ:..i1> ,-(r-os-aurPd with biock, balled, and pumped [J 70 cOmpressed air . 0 -' 20 Time c.
,7/1fJ #- g.::gg---,-
bailed only [J .10 pumped only )i( S1 12. scd,iincnt in wen pumped slowly' . [J S0 ~ other -=--_.;:..:..._ _~_~:laD
- 13. Wlter,clarity
- 3. rUDO spcilt devclopi1'lg weU -:~J: 50., min.
...)5.=_of-
- 4. n...... of well (from top ofwdl cuiDg)
- 6. Volume of water in n 'CIUdwcll
/OJ, Zr"
~
ft.
'in.
casina B-7 gal. Fin in if drilling fluids were used and weU is at lOUd waste facility:
- 7. Volume ofwater mnovcd from weD p.£, pi.
- 14. Total suspended ~
- 8. Volume of water added (if any) 1./~ gal. BOIids *
- 9. Source of water added . ..:M:......;.._C'?3..R_--=*:......_l_V4 _ IS.-COD
- 10. ADalY,Jia perfonncd on water added? o Yes )I(INo (lrya. attach ~sult8)
- 11. A~di~ ~1IIIDCDtB on development: -
~;t7~ d' Nf:l.,L,- t/ccvA1/5' ~(t/a
. ftt'Y/~ . ~ AT j,f) ~,Ik ~N/N.
I Facility Address or OwncrlR.esponsible Party Address lhercby certify that the above inf~OD is true and correct to the. best of m~i i knowledge. I Name: -' _ Firm: Sipture: PrintNIIJDC: _ Stn=t: 2.4A - 171 CitylStatefL4J: Finn:
MONITORING WELL DEVE~OPMENT
-)
_:i FacilitylPJoj~ (J O-~J) N.... 55rr,.* i1.. 7:=mrt:*:::1ringb Mo to N County r::---T"--~r:;.,;;,.,;:~--...:l~~-=--~---r~~t..-
- 1.':umber=. _
- 1. Can @Jis well bepUIJed dry? '0 Yes ~NO Before Development After Development
- 11. Depth to Water
- 2. Well development method: (from top of:
well C81ms) L I/S.t!) 'ft. I/? r/. ' ~tl SIq~ .with.bailer and balled [J 41 . lUI'Ied with bailer uu:I pumped [J 61 sursed with block and bailed C 42 Date b. "'~I4-or* (,"/~*oS-surged with block.1Ud pumped CJ 62 sursed with biock, bailed, and pumped 0. 7 0 I.'. fr). i'pt4-ro . compressed air . ~ .20 Time c. Z"'S-/~ bailed only* 10 pmiJped only S1 12. ~eat in weD inches inches pumpedslowly' . 0 S*O botto. othm' _ _........._ _........._ _ :'a
- 13. Water.clarity Clear [] 1 O Q e a r ~ 20 Turbid)(. 1 S Tumid Ef 2S
- 3. Time spent developiDg wen :1-'5 miD. (Oescribo) . .(Desc;ribe) tJltlJP'L c(Qz.,e;;. -"_
~or ft. 'N!&:. t"A"N~'
~!=. '(')p.iR/PMIM"" _
z.. " I in.
/1,0 pl.
Fill in if drilliDg fluids were used and wen is at solid wasto facility:
- 7. Volume ofwaterrcmoved from wen *~4rpL
- 14. Total BUSpeDded ~
- 8. Volume of water added (if any) ;/tIYLL' pi. IOUds .
- 9. Source of water added ...:M~_<??\i_....::IIo.* _ IS.* COD
- 10. Analysis perfonned on wata added'l DYes .)(INo (If yes, attach ~sultl)
- 11. A~diti~ coDDJ1ClltS on development:
tJ E:u- UA$ :O~~-O *tJS/~'"" At/!. ~1'M"~-2SSl)~
~ $b ;t?.s'r IJr "~ilA!e v5QJ Ar ~77tlpc dF UGU-Facility Address or Owner/1lespousiblc Party AddRss m:;
i. 1 heRby ~fy that the above iDfonuadOD is true aDd correct to tho best of knowledge. I Neme: Finn: Sigaature: PriDtNunc: _ Street: 2.4A-172 City/StatelZiP: Firm:
MONITORING WELL.DEVE~PMENT I) ,,' .
- FocilitylPloj!'Cl NIIIIe. IfA..
----11 Fa.cility
~e 55 .
Li~Pcmlit or MonitoringNmnber
- 1. Can this well be pursed dry? '0 Yes 1- No 11. Depth to "Water Before Development After Development
- 2. Well devolopaient method: (from top of' well cuing)
L /'8*47' ft. 74'. '7" . ft. IUII~ with bailennd bailed 0 41 ' lUlled with bailer and pumped 0 61 IUI'8ed with block and bailed 0 42 Date b. (,--J-Dr ~"~-or lUlled with block.and pumped 0 62 IlJIIed with bioct. bailed, and pumped 0 70 compr8slCd air [] . 2. 0 Time c. 2--'1D,.~ 1.*3eJr~ bailed Duly [:J *10 pumped only )it' S 1 12.. Sed,ime:ot in well inches inches pumped slowly' [J SO bottolQ other )181 13. Water,clari1¥ Clear 8"20 TumidC 25
- 3. Time speilt dln'elopi1ig weD (,f) DiiD. (DeIc;n"bc)
.JJ~d~.
4~ Depth of well (from top or~el1 c:uiDg) 1J.2 .,4,,' ft. CUiltL ~
) * ..:JwQJ- ~'~I S. Inside diameter of wen ~,.
'm. l2'eWj£iaJ i I
. . 6. V _ of"""", in ...... IJ .-Jd well ! casins ~./' gal. Fill in if drilling fluids were used mel weD is at solid waste facility:
- 7. VolUIDD of water removed from well 9#,0 pl.
- 8. Volume ofwatc:r added (iCIn)') }/~. gal.
- 14. Total suspended ~
10Bds ..
~
~ mgIl
- 9. Sourco of water added ..;M:..-_<??3-R_--.;;;i;lo,' _ IS.. COD /' mgIl
~
mgIJ
- 16. Wclldcve~ by: Person'
- 10. AnalY,1is perfonned OD water added?
(If yes. attach ~ults) DYes )!(INo
-,;;,~
~~nt&tJP~
- 17. Additi~ comments OIl ~lopmmt:
cf iJ~ ""(.,(/~~ ~.JJt) I{;AP 1/.1I~ 4-' 1.0 9"'//"" /iiJt- ..,~;,/. Facility Address or Owncr/R.espoDSI lefart)' Address
) hereby certify that the above inf9l1J1Btion is true aDd correct to the best orm i knowledge. . ;
. Name:
- I
~ Finn: Street: City/StatelZip: 2.4A - 173 Signature: Print Name: Finn:
Vogt1e ALWRESP Project '.J APPENDIX H WELL INSPECTION FORMS Copyright© 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 174
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPEC110N REPORT Well Number _ _L:_:T....:.--......:..\B..-.. _ Well Status
~
tC.C:( .~ <<:.. Inspected by S-C 'b~G Company ~cs Well Surface
Description:
J Stickup (ground surface to top of riser casing): 2.(0\ Riser casing diameter: 2*'1 Steel surface protective casing:,_ _~_Yes _ _ _ No
. .J Protective cas~ diameter: 0*55 Cap: / Yes No Locked: v"'Yes _ _ _ No Concrete surface seal: Yes ~
Surface seal condition/integrity: Remarks: ~ _ 'J Well
Description:
Depth to water (measured from top of riser casing): G?~. ?:
~ ( . Recommended for Development: _ _ Yes Notes: 2.RaM 1_ SNC ALWR ESP PROJECT EXISTING OBSER'VATION WELL INSPECTION REPORT Well Number 'LT -=t:A Well Status I Cls.....t ~S?<L \ Inspected by s.C,~Qcq Date ~\~\~:II:.'-l\~t:>I(.,...?L-_ , \' 1.0,;;;:;;' Company Well Surface
Description:
Stickup (ground surface to top of riser casing): Riser casing diameter: . "Z'I . Steel surface protective casing: ~.es --- No* Protective casing diameter: 0.5s Cap: , /Yes No Locked: / Yes ___ NO Concrete surface seal: Yes . ~ Surface seal condition/integrity: Remarks: .) Well
Description:
Depth to water (measured from top of riser casing): Co4.ef)' Well depth (measured from top of riser casing to'bottom of well): Bc.?G2. Evidence of sediment in bottom of well: Yes. ~o ___ Maybe Remarks: ---.,; .......... _ Recommended for Development: ___ Yes ) Page 1_ 2.4A-176
SNC ALWR ESP PROJECT EXISTING OeSER'VATION WELL INSPECTION ,REPORT Well Number C\- \L Well Status a0~ Inspected by S ..C . ~CZ-. Date 0\,\<.0\,05 ' Company ~L.S Well Surface
Description:
J Stickup (ground surface to top of riser casing): D.l~ Riser casing diameter: Z,l( *~*O Steel surface protective casing: ~ Yes _ _ No Protective casing diameter: Cap: / Yes No Locked: ~es _ _ _ No Concrete surface seal: Yes ~ Surface seal condition/integrity: Remarks: ----:;...(\.:..;:()::;......-.....;:C-roc=>>-.:~l\~(C4f_=T'-.....Srt.:::**:a.*.+'lJl~
. ....J:-~-....::lIIIil.
i) Well
Description:
Depth to water (measured from top of riser casing): Well depth (measured from top of riser casing to bottom of well):
'l.44*J.
~_
C?:x:3. 3S Evidence of sediment in bottom of well: ;:.-y:s No Mayb~ Remarks: l',tt\ c. .:xxcD: I)'::YV'-T O'C\ 'to.. . cUe De ~ \6;, \.:>a ~~ l\.a...c.oo..dl.L"~J ~ \<t 4I L . Recommended for Development: Yes /N~ Notes:
SNC ALWR ESP PROJECT t:XISTING OBSERVATION WELL INSPECTION REPORT LT-/3 Well Number
--------- WeliStatus f
~
Inspected by 'Xl3eoS"~=-~ Date ~."-/-.0~1fR-+It1. . .;. tJ. . .-.:~ _* Company eX? ~ 7 Well Surface
Description:
Stickup (ground surface to top of riser casing): ~/~&-O#~t . Riser casing diameter: q. liND ~ q d q'lf/D s~cf() PV"C, Steel surface protective casing: ~ Yes _ _ No "~ Protective casing diam~ '. '5 5 (}l55 .) Cap: - Yes Na Locked: ~Y__ Yes - No Concrete surface 5eal:/ Yes 'NO Surface seal condition/integrity: Well
Description:
Depth to water (measured from top of riser casing): (/, q ~ (j, o* Well depth (measured from top af riser casing ta bottam of well):. CfCJ.r;,S Evidence of sediment in bottom of well: V Yes No _ _ Maybe Remarks: -_:.- ~-- Recommended far Development:
-- Yes Notes:
)
SNC ALWR ESP PROJECT . EXISTING OBSERVATION WELL INSPECTION "REPORT a '1r Well Number --.,;"",;;"",--"-------...;..;...- Inspecte.d by -;fob P~,,"""- _ Date 5 - 11> - z>?
/~ ... ?~ Ebr-Compan..Y 5t>!dhu'., CPi'1/7 ~cV WAil Surface
Description:
Stickup (ground surface to top of riser casing): 1.y fl: Riser casing diameter: Steel surface protective casing: VYes _ _ _ No Protective casing diameter: Cap: ~es No ___ No Concrete surface seal: Yes Surface seal condition/integrity: -=/f/.~J7'!A~-- """,--_ Remarks: ..:...,.... _ Well
Description:
Depth)o water (measured from top of riser casing): I Z (;, .4fJ.rr-Well depth (measured from top of riser casing to bottom of well):" " / 90.. ~ Evidence of sediment in bottom of well: " Yes ~ No Maybe Remarks: ~0 6Ltlb lfA/'cl5= ~"~~6?v'r-t9~V~
"Recommended for Development: _.....;v<:~yes ,_'_ _ No
!J
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number hOL 9 . Well Status \~.W?.. Inspect~d by Date ~(I'lo S Compan.Y ( Well Surface
Description:
I I I Stickup (ground surface to top of riser casing): I . 't - o* (~ ::: I*~a Riser casing diameter:
.:J .,
. Steel surface protective casing: ~Yes No Protective casing diameter: O*b("
Cap: ~ Yes ___ No Locked: Yes 7 No ((o~~ C>'-~, j~). Concrete surface seal: Yes ~ No Surface seal condition/integrity: --'::'~---1"l-f\,~-------------",,--- Remar1<.s: Well
Description:
I
. Depth to water (measured from top of riser ca,sing): .l If* Cf 4 '\
W~II depth (measured from top of riser ~sing to bottom of well): 9 ct... G '. tJ Evidence of sediment in bottom of well: Yes l/ No ___ Mayb,e Remarks: ~ r ~- Recommended for Development: vi Yes - - - No Notes: '-J PagetJl-df3_0_
) SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number Well Status \ ~ ~ vJL-Inspect~d ,by J. ~'iJ"'- \ L.~...J. Date CompanY .sc.~ \\ B~ l\: S-.r AJJ.. W ~II Surface
Description:
Stickup (ground surface to top of riser casing): II Riser casing diameter: . :J
,Steel surface protective casing: ~ Yes _ _ _ No Protective casing diameter: 0'(.,'
Cap: V Yes ___ No Locked: Yes - - No (L..CA- ~ ') Concrete surface seal: Yes v"'" No Surface seal condition/integrity: -----:.;~=..;l~;..t....------------- _ Well
Description:
Depth 'to water (measured from top of riser casing): Well depth (measured from top of riser casing to bottom of well): 't'=!-. 3 -+ ' Evidence of sediment in bottom of well: Yes V No ___ Maybe Remarks: ~ ti P Recommended for Development: /Yes.- - - No Notes:
.t!"~ I /
'/
~ - ~ 8.'-' f
~
I'll;;'"
*lI.
- ~o~c..ovz.. CAl'-~ =- e-iO- 33' ~~ .
'4/. '
1...:;3(.(" <::A.s,' 4 ~ ~ II
-..J
~ I ;-
} !-'to ~
1' SNC ALWR 'ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number
. ~
Well Status- \...fr\.o.c:::::\'U4-
\
mspecte,d by veNN flJ6rH Date o~h 8 /05 Company ::5otJ77~ !PA1~t:J;V,y'cfbcy./t£s
/6H4!
Well Surface
Description:
Stickup (ground surface to top of riser casing): 0 ~ Z ~ r/ Riser casing diameter: ~. -,,,y. Steel surface protective casing: ~ Yes No Protective casjJB diameter: C??I r=r-Cap: V Yes No locked: v"Yes No Concrete surface seal: Yes ~ Surface seal condition/integrity: ~N~~"-,~L.ll.. _
-7 Remarks: ---.;~____:..
Well
Description:
Depth to water (measured from top of riser casing): - / Z Z Z3 .,c;r-Well depth (measured from top of riser casing to bottom of well): / ~Z., .({z rr-Evidence of sediment in bottom of well: . ? -Yes No Maybe Remarks: ~6 :S~-.¥"~ A.I i / &.....< V
)
h-'\/E 5/~ r=
.Recommended for Development: v<: " No Notes:
i--, P~11~~-.
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPEC110N REPORT Well Number ~ o-a A Well Status ~ 'Inspected by
~~;:L:ff!Jfl~ Date CRIr~(aS- - -
Company
-CJ."'f ,.. t. 1-8 /
Well Surface
Description:
'3.?-7 "0' fJ -I(c.",
Stickup (ground surface to top of riser casing): Riser casing diameter: / t.{ "_ AJ 7) ~ ~ Steel surface protective casing:----L Yes - No Protective casing diameter: v"" , '&:;- J 5I
-?-
Cap: .- Yes ?---No Locked: -l--ves - No
~ncrete surface seal: - Ves No Surface seal condition/integrity:
~':""'t:~~
Well
Description:
Depth to water (measured from top of riser casing): 6J 1.01 Well depth (measured from top of riser casing to bottom of well): qo ,GO Evidence of sediment in bottom of well: t Yes ---:'ll No - Maybe Remarks: ~~ ~ ~ Recommended for Development: _ _ Yes _ _ _ No
-- --- I Page 1_
2.4A-183
.J SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT
<to3 A J,-(;) 5 Well Number Well St~tus Inspect~d by ili\,.", ':\)~ ... l.o><l ~..J( Date t5-CompanY (s'o~,",~~ C¥-!"f 't: 30 AM.. :r:;.6T w~n Surface
Description:
\ ,
Stickup (ground surface to top of riser casing): J. sg - 'Q
- 4:t .2 :: ,- II Riser casing diameter: 4 u ..
Steel surface protective casing: / Yes ___ No Protective.casing diameter: o .~3 Cap: ,/'" Yes _ _ No Locked: Yes _ _ No (u:U..M.&'3'.J~.\\0 " ) Concrete surface seal: _ _ Yes V No 1.. . Surface seal conditionlint~grity: _........a.=\4~. 1\'-I---...;;.4§i;w~-*.a...(.....,Q,SI_.,a,LMJ......,;:I...ol....-.::liIIII:-*M.~.o::Ifr~Pt"lplOD;S....t....$,IIll....-_ _
) Remarks: ---:-- _
Well
Description:
I
'Depth to water (measured from top of riser casing):
Well depth (measured from top of riser casing to bottom of*well): "8',..51 '- Evidence of sediment in-bottom of well: Yes No 7 Maybe Remarks: S rrkt 0 \P c:fu\pu , 5\" ' yo Q""'" ;; \' ~ oL; r '&.p ~
, Recommended for Development: / Yes ' No
.)
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSP~CTION REPORT Well Number _B~Q~*~"'r- _ Well Status \uACAj'.tJ'l... Inspecte.d by .lb\..y" Q~1,;" \ \... \Itp,.,U c.oJI. Date~ Compaoy __ SC,,-S---. .........;, _ er* ~~--IcU Well Surface
Description:
Stickup (ground surface to top of riser casing): .,. " 39 ;:. \-=tz. Riser casing diameter: .J" Steel surface protective casing: /Yes _ _ _ No Protective casing ~iameter: o .,&3 I Cap: / Yes ___ No locked: / " Yes ___ No Concrete surface seal: ___ Yes / No Surface seal condition/integrity: ~~I....if\~_----l&-L..;;,,:~----:IICeIllll'..:H-=* t.:.s_ _
&.::~=-~""fFP.:.*O.IL§....
S&H"fOuJ..1.1dq_...JIIW::oLeJJ..loC.:.:...:.----------_- _ Remarks:
;:]
Well
Description:
Depth to wa~er(measured from top of riser casing): Well depth (measured from top of riser casing to bottom of we!I): Evidence of sediment in bottom of well: / Yes No ___ Maybe. Remarks: 5 :\'Y () "'- ,,~ ~ d: ~ "'cQ !L{ Recommended for Development: L Yes ___ No
.~.. _. ~. __- - - - - - - - - - - - - - - -
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well NUf'!lber 8o~1\ Well Statu~: \ ",-o;cl\ ¥o(, Inspect~d by J. PljL \' L. ~-\~~ Cl.A Date~ Company scs \ 6~
. I I
W ~II Surface
Description:
I Stickup (ground surface to top of riser casing): ~ *0
- l..
-0 4:2 0
= I
- Si Riser casing diameter: II Steel surface protective casing: / Yes No Protective casing diameter: ~.8~
Cap: ~ Yes ___ No Locked: ~ Yes No Concrete surface seal: Yes No Surface seal condition/integrity: _ _--.:.tJ---+/.....:!~~ _
'.J. Remarks: -.;.- _
Well
Description:
Depth to water (measured from top of riser casing): ." :l ;t Well depth (measured from top of riser casing to bottom of well): I ~, ... S-S-Evidence of sediment in bottom of well: . / . Yes No Maybe Remarks: £a11' ~s;lt Of'\.. bOt "Recommended for Development: /Yes.
--- No i, )
Pagff\l tft6_ '
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT. Well Nurrlber ~O&6 __ ~U>L i Inspected by .-6 .8et"1~ Date ~_ Company Se5 Well Surface
Description:
Stickup (ground surface to top of riser casing): (, g- (), "5 =- l.l:? Riser casing diameter: ~/ ;2..\\ AID *'seA Ill) fVC-Steel suriace protective casing: . Yes -- No Protective casing diameter: ti, f" f Cap: : Yes if No Locked: / ' Yes -- No Concrete surface seal: -- Yes . / No su~ce~~condm~_~_.__~ ~~ ~_~ Remarks: ~_~~ _ _-.:-- ...... ) Well
Description:
Depth t.o water (measured from top of riser ~sing): (o(}142-Well depth (measured from toP. of riser casing to bottom of well): eo,er. 35 Evidence of sediment in bottom of well: - Yes ,./ No - Maybe Remarks: ~~~ Recommended for Development: _ _ Yes ) Paae 1 2.4A-"187 -
SNC ALWR" ESP PROJECT EXISTING OBSERVATION WELL INSPECllON REPORT Well Number <30 fS Well Status ~ CJ// ~"Io ? f-r Inspected by Date
'I Company a.'ff1/
Well Surface
Description:
O,1"r?
.'lSI-.1t-.(L~
q 'A/V ~~t(o p"Vc. _ _ No 0'7 ) Well
Description:
Depth to water (measured from top of riser casing): "51,5.2-Well depth (measured from top of riser casing to bottom of well): "'-'" "/ ~ ,iI () Evidence of sediment in bottom of well: v' Yes No _ _ _ "Maybe Remarks: ?~f*+ h~ Recommended for Development:
--- Yes Notes:
) Page 1_ 2.4A - 188
SNC ALWR'ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number St4 _ Inspect~d by ~o~ ?~ Date tY J 8-C/G Company ~~£f"1'I Q.~' ~LCe..~ W~II Surface
Description:
Stickup (ground surface to top of riser casing): Riser casing diameter: Steel surface protective Casing: v'" Yes ___ No Protective casing diameter: o *64 f1:- Cap: r;/ Yes No Locked: v Yes ___ No Concrete surface ~eal: Yes"..-- No Surface'seal conditionlintegrity: _ Remarks: --'- _ Well
Description:
Depth to water (measured from top of riser casing): "ll, L/ I £t:- Well depth (measured from top of riser casing to bottom of w~II): '"}Lf.35 ft Evidence of sediment in bottom of well:, X 'Yes No Maybe Remarks: bw""l ~\J"'~t-A.ru.~ i'V\ ~;(J p-t ~ l('\J~t
£:A.:_rgf ..,bUlbp-H-o",",
_ _ _-I-i.Lt.t1....IIId:;.,L,;.... WA6 ""'l4$'-"c:J. Flecommended for Development: V<es No . '..j
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number l3'?'o A Well Status \fl'lIA(Q\~
\
Inspect~d by :;Glut ~ . 5 ~ '8 - os 8::>,- Date
/-5."":Y~
CompanY ~ .... [I0"""7JW2voce W~II Surface
Description:
Stickup (ground surface to top of riser casing): 1- ,~ Ft
""'" I~
Riser casing diameter: cc.. Steel surface protective casing: V'" Yes No Protective casing diameter: I!'. ~~ fL . ! Cap: V. Yes No Locked: ~ Yes No Concrete surface seal:* Yes V No Surface seal condition/integrity: _ Remarks: ~_ Well
Description:
Depth to water (measured from top of riser casing): lake. tN.. ft Well depth (measured from top of riser casing 10 bottom of well): /407.3. 4,B Evidence of sediment in bottom of well: Yes X' No _ _ _ Maybe Remarks: ~--- . Recommended for Development: ,/ves ___ No Notes:
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number as! A'--- _ Well Status ...i'na.,::::\\ull..
\
tnspect~d by ~ H,../ fi,/q;H Date o~ lie! It'S-
/r:-I~~r Company ~ U777Ot&; tb hi ~""'Y I .
~.Je.6-S wall Surface
Description:
Stickup (ground surface to top of riser casing): L ci rr-Riser casing diameter: e / N': . Steel surface protective casing: ~Yes No Protective casing diameter: 0, 56 rr Cap: V Yes No Locked: ~ Yes No Concrete suriace seal: Yes ~o Surface seal condition/integrity: ...;.N'~/A:""-"L.L- -";''''--_ 7 Remarks: ..;...- _ Well
Description:
Depth to water (measured from top of riser casing): /41. ,~n-Well depth (measured from top of riser casing to bottom of well):* 28 s: /8rT Evidence of sediment in bottom of well: Remarks: Yes v:- No Maybe Recommended for Development: ~es ___ No Notes: j.
SNC ALWR ESP PROJECT EXISTING OBSERVATION ,WELL INSPECTION REPORT Well Number _ _...;:~:;..::5=-.:i'02~ _ Inspect~d by ~k =Y"'t Date 5- lBo' 05
/3."/.,j' Ei/,r-Company. ~"';?~K ~~~#cE$
W~II Suriace
Description:
Stickup (ground surface to top of riser casing): Riser casing diameter. Steel surface protective casing: _...;.~_Yes ___ No Protective casing diameter: O,S?r~ Cap: V Yes ___ No Locked: ~ Yes ___ No Concrete surface seal: Yes ~No Surface seal, condition/integrity: _,.r~;h;..;:"'..:....- _ Remarks: _ Well
Description:
Depth to water (measur~ from top of riser casing): 89, Z:r- ~ Well depth (measured from top of riser casing to bottom of welt):, .etC.?, 90 Fr-Evidence of sediment in bottom of well: Yes V' No Maybe Remarks: ;Vt:J 61/.I.bC-wce-- 07'- J~Me-w-r <2.erJ~E;P 'Recommended for Development: ~s -_'_ _ NO Notes:
". ,\~ '1~ .-.--'
) SNC ALWR*.ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number 8 S--:3 Well Status ~c:::r\u<t.
~~-------- i lnspect~ by ~.LI'" IO~
CompaQY ~~aNl~Je-rt?4:> Well Surface
Description:
Stickup (ground surface to top of riser casing): Riser casing diameter: Steel surface protective casing: _ _ _ No Protective casing diameter: <!2 * .s-6 Cap: V Yes . _ _ 'No Locked: ~ Yes ___ No Concrete surface seal: Yes ~ No Surface seal condition/integrity: ~1V:~i+l..&-,,;~
- J Remarks: -- )
Well
Description:
Depth to'~water (measured from top of riser casing): /25". 69 F r Well. depth (measured from top of riser casing to bottom of well): ZZO, ~I!J ~/ Evidence of sediment in bottom of welt: . ~ 'Yes .. ' 'No Maybe "Remarks: r;-~o iiA"¥'b
,~/~~,,;~<:: MTZ
- t::)~ ~~15C-
/
Recommended for Development: V/<es.--- No Notes:
)
Page 1 of _._': .. " 2.4A - 193
SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number 6~:4 Well- Status VV1&'y\\.'-'<L Inspect~d by Jo~,aJ I'B6:7-J CompaQY ~V?7~ (i,""'~AhV7 J'erev,ces
-7 Well Surface
Description:
Stickup (ground surface to top of riser casing): /" 8617 Riser casing diameter: ~ ~;IV' w Steel sudace protective casing: /Yes No Protective casi!J.9 diameter: 0 * §6 rr Cap: VYes No Locked: ~ Yes No Concrete surface seal: Yes ~ Surface seal conditionlintegrity: _/V'--7'-~:....l~~ _ 7 Ij Remarks: _ Well
Description:
Depth to water (measured from top of riser casing): /31fZ~Er Well depth (measured from top of riser casing tOJwttom of well):" :CZ~ ~ Evidence of sediment in bottom of well: V Yes No Maybe R~marks: ;3:?Fr h?O!1' ~rv ..sC~t36vi?'D -, /N~Y~ J%a ~ ~ ~ ~..-I/c T c:J'/~.r ,,&A~/#IIG ~cGs r
, Recommended for Development: /Yes. No Notes:
Page. 19&1 _
I.~ SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number _---""'1)~'56=-- _ . Well Status \,J'r\D..gL\:)<L i Inspected by ~""" pate 5- \<6..-05
/e.. *~8 . .e~
Company ~v.".~ a~ ~~ee.:s Well Surface
Description:
Stickup (ground surface to top of riser casing): Riser casing diameter: Steel surlace protective casing:' . / Yes ___ No protectjve~g diameter: . .t::J
- 52 ~r-Cap: Yes No Locked: ~Yes No Concrete surface seal: Yes ~.
Surface se?' condition/integrity: __~~'M.&...:... _ I Remarks: Well
Description:
Depth to water (measured from top of riser casing): / Z O. ~r Well depth (measured from top of riser casing to bottom of well.): ZZ~f' ~ Evidence of sediment in bottom of well: Yes No Maybe Remarks: NO Ev.lQ<:;-?J-t::<!f o~ ~ ~d?V:r-O$56:-~Y'-.2>-*-H.t:'WE~~A4c.~~~ l>e>7~ eJ?F 22~50F?'"
/$ Lc.=:;.r ~ 2)a~VC7V~ <.Pt:J.r;:re~ ~ .sc~ .
~ ~ VA'".e::-
- Recommended for Development: Yes . No .
Notes:
I~ SNC ALWR ESP PROJECT EXISTING OBSERVATION WELL INSPECTION REPORT Well Number Inspect~d by Je N tIY ,tCb try Date tP~pC3/~
/~ ..'P'? c P /
CompanY ~'7Jee~ aM~f/kv,&E-:S I Well Surface Descr"iption: Stickup (ground surface to top of riser casing): ~ C) r-.r-
~::::I~d~
,,-c:-:
Riser casing diameter: rC :0-< i 0 .z.--/ Steel surface protective casing: ~ No Protective casi~diameter: t:::::' ~~ ~ Cap: V"Yes No Locked: ~es No Concrete surface seal: Yes 00 Surface seal-condition/integrity: /\//A:
.....:....7~~------------------I.------
I) Remarks: ---:-,........,... ___.,..- Well
Description:
Oepth to water (measured from top of riser casing): rG:?o r / Well depth (measured from top of riser casing to bottom of well): /82, /¢ r,r-Evidence of sediment in-bottom of well: Yes No Maybe
-Remarks: A4E..M-;£/~ ~~ LC-?.5 ;7Z/~ Ottl!!?/6;?;y~
. .~~J"~C2>.I~Y~. AA::> b'Ai>~
~ ~7:>r::....~/O~~Y~ tt',y' '/Z-4IJe5c
--Recommended for Development: / ' Yes . No .
Notes:
)
Paae 1 of 2':'4A-196-
Vogde ALWR ESP Project APPENDIX I LABORATORY DATA \~ Copyright © 2005, Southern Company Services, Inc. All Rights Reserved. 2.4A - 197
IntracompanyCorrespondenee SOUTHERN.\. COMPANY Energy toSetve Y'ourWOriJ-Date: August 24, 2005 To: Ms. Rhonda Tinsley From: Mr. Bobby Williams
Subject:
Plant Vogtle ESP Enclosed are the test results for the Plant Vogtle ESP Project soil samples delivered to the Southern Company Central Laboratory on July 28, 2005. Tests performed include, Soil Particle Size Analysis with Hydrometer (ASTM D-422), and Specific Gravity of Soil (ASTM D-854).
.' We appreciate the opportunity to assist you on this project. If there are any questions, or if we can be of any' further assistance, please call me at 8-255-6508 or Sam Moore at 8-255-6061.
Sincerely, . Bobby Williams, PE Geostructural Services ) 2.4A - 198
Particle Size Distribution Report Jii
.si E:!
s
. S .5 co co 5 co c CI
~
r\\ g ; CI N ~ -I i Ii 100 ~ o* 90 I; eo
; I I 70
\
\
~
w 60 z u: t- 50 Z ..
\
w u
~
1\ W 40 Q. 30 l'
~.
20
- ~
,~
;-"0- ~-
10
~
r--- r-o _~i'III
~r-c J 0 500 100 1 1 GRAIN SIZE- mm 0.1 0.01 0.001 I % COBBLES I % GRAVEL 1 % SAND I % SILT % CLAY r 0.0 I 0.2 I 79.6 1 12.0 8.2 SieVE PERCENT SPEC: PASS? Soil Description SIZE FINER PERCENT (X=NO) Light Gray Silty san~
.375 in. 100.0
#4 99.8
#8 98.9
#10 98.6 Atterberg limits
_#16 94.0 Pl= NA lL= NA PI= NA
#30 60.2
#40 40.6 Coefficients
#50 32.3
#100 25.4 085= 0.925 060= 0.598 050= 0.510
#200 20.2 030= 0.252 015= 0.0564 010= 0.0122 C u= 49.11 Cc= 8.71 ClassIfication USCS= 8M AASHTO=
Remarks Bag Sample Specific Gravity - 2.65 t
* (no specification provided)
Sample No.: #27 Source of Sample: Date: 08/22/05 i,J Location: Boring #1002 ElevJOepth: 218.5'-220.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY Prol\tCtlli3: V003*DE Lab# 1
Particle Size Distribution Report 100
.Ii
.s:: .5
~ t ~ ;' 0; i 8
- Ii: ..
$ 8
~
90 80 I .. 70 a:: W 60 Z u::
..... 50 :
Z W u a:: w 40 c.. 30
'p.. --a.
20
""""'"~
- ~
,~
10 r-..ilw-. 'J 0 : 500 100 1 1 .1 0.01 0.001 GRAIN S.IZE - mm
% COBBLES I % GRAVEL 1 % SAND % SILT % CLAY 0.0 I 0.0 I 1.4 89.0 9.6 SIEVE PE~CENT SPEC,- PASS? 5011 Description SIZE FINER PERCENT (X=NO) Dark Gray Silt
#10 100.0
#16 99.8
#30 99.6
#40 99.4 Atterberg limits
#50 99.2 Pl= NA Ll= NA PI:: NA
#100 98.9
. #200 98.6 Coefficients 085= 0.0705 060= 0.0624 050= 0.0590 030= 0.0509 015= 0.0086 010= 0.0053 C u= 11.73 C c = 7.81 Classification uses= ML AASHTO=
Remarks Bag Sample Specific Gravity - 2.62
~~.-
* (no specification provided)
Sample No.: #29 Source of Sample: Date: 08/22105 Location: Boring #1002 Elev.lDepth: 237' Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMP.ANY Project: Southern NuclearlPlant VogtJe ESP Pro~tflj~ V003-DE Lab# 2*
Particle Size Distribution Report :
.Ii
.s; .Ii
~
.Ii ;rj
.Iii .Iii S! ~ .-
c 0 c 0 i 0 co ... 0 8 <.J U) N :I ~ ~ ~ 100
~
90 - . ;~~ I. (~ 801-" I~ 70 l\
.~ ~
c== W 60
\ .,
\
z .. u:: : 1\, t-zw 50 (.) a:: w 40 a.
"' ~~
*30 : "
~~ .
~~
~ ~.
20 10 0 500 100 10 1 0.1 0.01 0.001 GRAI N SIZE - iTlm
% COBBLES I % GRAVEL [ 0/. SAND I 0/. SILT 0/. CLAY 0.0 I 0.0 I 65.1 I. 13.4 21.5 SIEVE PERCENT SPEC: PASS? 5011 Description SIZE FINER PERCENT (X=NO) Reddish Brown Silty sand
#4 100.0
#8 99.9
#10 99.8
#16 98.1 Atterberg limits
#30 88.8 PL= NA LL= NA PI= NA
#40 76.9
#50 65.5 Coefficients
#100 44.3
#200 34.9 D8S= 0.533 0eo= 0.254 050= 0.186 D30= 0.0487 °15= 010=
Cu= Cc= Classification uses= SM AASHTO= Remarks Jar Sample Specific Gravity* 2.69
.-
- __ 4'"
.. (no specification provided)
,;..-. .- I.---~._--
Sample No.: #16 Source of Sample: Date: "08/23/05 LocatIon: Boring #1003 ElevJDepth: 78.5'
.) Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMPANY Project: Southern NuclearlPlant VogtJe ESP Pr~-R01 V003-DE Labl 3
Particle Size Distribution -Report
.s: .5 i
,; s S co 8 .
co 8 N N ~ ~ l!: ; co
;t co i ; ;
100 i' 90 - , ,- 80
~
~"
-70
~
0:: w 60 [i\
~~
Z u:
....Z 50 W
~
\
0 0:: W 40 ~
- a. i'
~~ -1 30
~
20 -,
~\
- 1-- 1-0-:- ~
--e
~
10 iIIlh
--i""o
~~
)
~
0 500 100 10 1 .1 0.01 0.001 GRAIN SIZE - min Ok COBBLES I 0/0 GRAVEL I 0/0 SAND I % SILT % CLAY 0.0 I 31.1 -I 50.5 I 9.1 9.3 SIEVE PERCENT SPEC.* PASS? Soli Description SIZE FINER PERCENT (X=NO) Light Tan Silty sand with gravel 0.75 in. 100.0
.375 in. 84.7
#4 68.9
#8 56.4 Atterberg Limits
#10 53.6
#16 46.4 PL= NA LL= NA PI= NA
#30 38.6
#40 34.6 Coefficients
#50 30.2 0B5= 9.65 0eo= 2.92 050= 1.57
#100 22.1 030= 0.295 015= 0.0171 010= 0.0060
- #200 18.4 Cu= 486.69 Cc= 4.99 Classification USCS= SM AASHTO=
Remarks Jar Sample Spicific Gravity - 2.68 W (no specification~provided) Sample No.: #17 Source of Sample: Date: 08/23/05 Location: Boring #1003 Elev./Depth: 83.5' Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMPANY Project: Southern NuclearlPlant Vogtle ESP Proj8M~ V003*DE Lab# 4
Particl'e Size Distrib,ution Report
...So .s.... .s~ S!.5 i iii 0
;; ,~ ; i 8
~
8 t.l: 100 ~
~ :
(~ ~l
~
90
'i 80 I; '!~ ' .. ,-
i ~c 70
'1 ~
w 60 Z u:: t- ~: z 50 I:: W U ex: w 40 ; CL
\
\-N 30 20 :
~
10 ....
-v 0
500 100 1 1 0.1 ' 0.01 0.001 GRAIN SIZE - mm
% COBBLES I % GRAVEL 1 % SAND I % SILT 0/. CLAY 0.0 I 0.1 I 89.7 1 6.0 4.2 1 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER PERCENT (XeNO) Gray Poorly graded sand with silt
.375 in. 100.0
#4 99.9
#8 99.3
#10 99.0 Atterberg Limits
#16 98.0 PL= NA LL= NA PI= NA
#30 94.8
#40 89.5 Coefficients
#50 74.4
#100 17.3 085= 0.368 Deo= 0.251 050= 0.225
#200 10.2 030= 0.180 015= 0.126 010= 0.0725 Cu= 3.46 C c= 1.79 Classification uSCS= SP-SM AASHTO=
Remarks Bag Sample Specific -Gravity - 2.69
~i' .
... (no spccific~tiOD provided)
Sample No.: #14 Source of Sample: Date: 08123/05 Location: Boring #1004 Elev./Depth: 153.5'- 155.0' ) Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Prdjtt~fN~ VOO3*DE Lab# 5
Particle Size Distribution Report
.Iii
.$ .Iii .Iii
.Iii I':! co
... ;l; t::!
~ ; ~
0' 0 Ii: ~ ; Cl Cl 0
'1 100 ~
90 ~ 1
.\.
80 11 .0
*70 c::
W 60 Z u:
~
Z 50 W U c:: :. a.. 49 W 30
.' I :
20 10 ...,
~~.
~~
~I'-- h. ~ ~
0 : -...; 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm I DfaCOBBLES I DfaGRAVEL I % SAND I % SILT % CLAY I 0.0 1 0.0 I 93.4 I 2.7 3.9
. SIEVE PE~~ENT SPEC: PASS? Soil Description
~IZE FINER PERCENT (X-NO) Gray Poorly graded sand with silt
#10 100.0
#16 99.9
#30 99.4
#40 98.3 Atterberg Limits
.#50 86.8 PL= NA
. #100 13.1 LL= NA PI= NA
#200 6.6 Coefficients 085= 0.293 060= 0.230 050= 0.212 030= 0.180 015= 0.154 010= 0.119 Cu = 1.94 Cc= 1.18 Classification USCS= SP-SM AASHTO=
Remarks Bag Sample specific Gravity - 2.67
.. (no specification provided)
Sample No.: #15 Source of Sample: Date: 08123/05 Location: Boring #1004 Elev./Depth: 158.5'-160.0' ) Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPJant Vogtle ESP SOUTHERN COMPANY Pro.reet~ V003-DE Lab# 6
Particle Size Distribution Report
.Iii Ii .si .E
.E
...S ~ ~ ~ S! ...l!! i c § ~ ;8 0 "0 0
; ~ ;; i 100 :
~:~ ~,
~:i 90
~
I
\ , ""
80
'~
70 ~
~ ""
IX: W 60 ~'- Z I' u:: t- 50 Z
~
w u IX: i~ ~ T W 40 Q. I
~
30 ~~fll.. r---~ I
~
20 ~: 10 ~""
~ r---. ~
0 500 100 ' 1 1 0.1 OJ)1 0.001 GRAIN SIZE - mm L % COBBLES I % GRAVEL I % SAND I % SILT "% CLAY I 0.0 I 8.9 I 57.0 I 22.1 12.0 SIEVE PERCENT SPEC.* PASS? Soli Description SIZE FINER PERCENT (X-NO) Very Light Tan Silty sand 0.75 in. 100.0
.375 in. 97.6
#4 91.1
#8 79.2 Atterberg Limits
#10 75.2
#16 70.6 PL= NA "LL= NA PI= NA
#30 62.3
#40 52.6 Coefficients
#50 44.1 085= 3.11 Deo= 0.549 050= 0.387
#100 36.9 030= 0.0484 015= 0.0066 010= 0.0041
#200 34.1 Cu= 132.85 C c = 1.03 Classification uses= SM AASHTO=
Remarks Jar Sample
.. Specific Gravity- 2.63
* (no specification provided)
,")0 I ."
Sample No.: #178 Source of Sample: Date: 08123/05 Location: Boring #1005 Elev./Depth: 148,S'-1'50.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY PI'!I~;ND: VOO3-DE Lab# 7
Particle Size Distribution Report oS £ £
£. !f: Q Q Q
; 8 .~ 8 f'\'
N ~ ~ ~ ;; ~ i ; ~ 100 90 j ~\
~~ l-80' . I l~ \
70 0:::: W 60
~
Z ~, u::: ~~
.t-Z 50 w
u )~r\ 0:: : ill.. W 40 a. N* ('I. ......
~-v
'30 ~
--to ~
20 10 ) 0 : 500 100 10 1 0.1 0.01 .0.001 GRAI N SIZE - mril I % COBBLES I % GRAVEL I 0/0 SAND I % SILT 0/0 CLAY I 0.0 I 18.2 I 47.6 I 11.0 23.2 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER PERCENT (X=NO) Very Light Tan Silty sand with gravel 0.75 in. 100.0
.375 in. 89.8
#4- 81.8
#8 71.9 Atterberg Limits
#10 69.3 PL= NA LL=NA PI= NA
#16 62.9
#30 54.7 Coefficients
#40 51.0
#50 47.5 085= 6.29 .060= 0.926 D50= 0.383 030= 0.0144 015= 0.0016 010=
Cu=
#100 38.5
#200 34.2 Cc=
Classification uses= SM AASHTO= Remarks Jar Sample Specific Gravity - 2.61
* (no specification provided)
Sample No.: #18B Source of Sample: Date: 08123/05 Location: Boring #1005 Elev./Depth: 153.5-1"55.0 Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Proleot -Hoe> V003-DE Lab# 8
Particle S.ize Distribution Report i) .5
~ i . .
8 i~~ ~~
.Ii .Ii
; .: .1 ~
~
0 0 C>
.... ~
~ ~ ~ ;
100
- Ilil..
90
~
80 I ~ ,. ., .. I
~~
70
~
0:: w 60 \
\
z u: to-Z 50 w ~ u 0:: ~i N W 40 D. 30 """"" .... ~k
~.
20
'1-<1' 10
~~
)
~
0 500 100 10 1 .1 0.01 0.001 GRAIN SIZE ... mm o/DCOBBLES I % GRAVEL I DJoSAND I 0/0 SILT 0/0 CLAY 0.0 I 7.0 I 61.1 I 17.6 I 14.3 SIEVE PERCENT SPEC: PASS? Soil Description SIZE FINER PERCENT (X-NO) Very Light Tan Silty sand
.375 in. 100.0
#4 93.0
#8 87.2
#10 86.1 Atterbera Limits
#16 83.2 PL= NA
#30 74.5 LL= NA PI= NA
#40 67.3
#50 60.0 Coefficients
#100 38.2 085= 1.62 060= 0.300 DSO= 0.219
#200 31.9 030= 0.0467 015= 0.0052 010= 0.0036 C u= 82.37 C c= 1.99 Classification uses= SM AASHTO=
Remarks JarSampJe Specific Gravity - 2.67
.,.0 *. .... .
.. (no specification provided)
Sample No.: #23 Source of Sampie: Date: 08/23/05 1 Location: Boring #1006 Elev./Depth: 113.5 1-115.0' Client: SCS-Rhonda Tinsley' and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Prol~~tm: V003;.DE Lab# 9
Particle Size Distribution Report'
.s oS .e .5 S! g
.so; S! e i 0 0 0 N ~ I ; ~ ; ;; ~
100 t-.~
~~1'-0 ~
'" ~ :
90 80
..... \1 ..
70
~
ex:: w 60 i~ Z u:: t-
'~
Z 50
~,
W () r::t:: W 40 tl.
~l N
30 20 ,..""", p... ..... r-o ~ 10 "'-""'0
,.0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - inm
.0/. COBBLES I % GRAVEL I % SAND 1 % SILT % CLAY 0.0 I 3.6 I 74.4 I 5.4 16.6 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER PERCENT (X=NO) Very Light Tan Silty sand
.375 in. 100.0
#4 96.4
#8 94.7
#10 94.1 Atterberg Limits
#16 93.2 PL= NA LL= NA PI= NA
#30 86.8
#40 73.7 Coefficients
#50 58.1 060= 0.312
#100 26.3 085= 0.566 050= 0.256
#200 22.0 030= 0.168 015= 0.0035 010= 0.0015 C u = 202.26 C c= 58.75 Classification uses= SM AASHTO=
Remarks Jar Sampl~ Specific Gravity - 2.59
--. (no specification provided)
Sample No.: #24 Source of Sample: Date: Oa123/05 Location: Boring #1006 Elev./Depth: i 18.5'-120.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY Prol46t H(ft V003-DE Lab# 10
Particle Size Distribution Report
.Ii
.Ii
)
.Ii
.Ii .Ii N ~ ~ s 100 :
90 ao 70 \ a:: w 60 Z u: l-Z SO
\
W (J a:: w 40 Q. 30 20 :N:
" h 10
!:,J 0 500 100' 1 .1 0.01 0.001 GRAIN SIZE - mm
.%COBBLES I 0/0 GRAVEL 1 0/0 SAND I % $ILT . I Of. CLAY 0.0 I 0.0 I 85.0 I 4.0 1 11.0 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER . PERCENT (X=NO) Very Light Tan Silty sand
#4 100.0
#8 99.6
#10 99.3
#16 98.6 Atterberg Limits
#30 96.4 PL=NA
#40 87.9 LL= NA PI= NA
#50 61.4
#100 21.7 Coefficients
#200 15.0 085= 0.404 060= 0.295 050= 0.259 030= 0.186 015= 0.0750
=
C u 90.28 Cc= 35.89 010= 0.0033 Classification uscs= 8M AASHTO= Remarks Jar 8~..mple Specific Gravity - 2.65
-. (no specification provided)
Sample No.: #2 Source of Sample: Date: 08123/05 Location: Boring #1007 Elev./Depth: 103.5'-105.0 Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY ProJet:i' NtQ9 V003-DE Lab# 11
Particle Size Distribution Report
) -.s :~:
.si .si ..5 Ii .si S
0 i 8
~
~
N ~ I!! 0') ; .; ~ ~ 100
'" ~
90 80 I \ 70 ~ c::: ~I\.. w 60
~
Z u: ~~~ to- 50 Z
~~
W ., U a::: w f\ 40 a.. : 30 i'~ il . 20
~ .. ~I'o
~ ~ .
10
~.
) 0 500 100 1 1 0.1 0.01
~~
r--o 0.001 GRAIN SIZE - mm 0/0 COBBLES I % GRAVEL I 0/0 SAND 0/0 SILT % CLAY 0.0 I 12.8 I 69.1 13.1 5.0 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Very Light Tan Silty sand 0.75 in. 100.0
.375 in. 96.7
#4 87.2
#8 70.4 Atterberg Limits
#10 66.2 PL= NA
#16 59.2 LL= NA PI= NA
#30 52.3 Coefficients
#40 47.7
#50 39.3 085= 4.27 0eo= 1.29 050= 0.493
#100 21.6 030= 0.217 .015= 0.0263 010= 0.0157
#200 18.1 C u= 81.97 C c= 2.33 Classification uses= 8M AASHTO=
Remarks Jar Sample Specific Gravity - 2.66
* (no specification provided)
Sample No.: #3 Source of Sample: Date: 08123/05 Location: Boring #1007 ElevJDepth: 108.5'-110.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant VogUe ESP SOUTHERN COMPANY Pro~tf09 V003-DE Lab# 12
Particle Size Distribution Report
.E
.5 0
....5 0
0 S 0 0 0 0
~ ;;
N ~ ~ ~ i ~ 100 ~~
"-~
,~
90 I: !f' I) I: I: 80
': \ I:
I: I ~ : 70 0:: W 60 Z u: r-Z 50 W 0 0:: W 40 a..
\~
N 30 20
~
- .,~
10
- I:
1""1""",,
~ r-..... N:>
i I: ) 0 ; . ; , Ii 500 100 10 1 0.1 0.01 0.001 GRAI N SIZE - mm
% COBBLES I % GRAVEL % SAND I % SILT % CLAY 0.0 I 0.0 83.2 I 7.8 9.0 SIEVE PERCENT SPEC: PASS? Soil Description SIZE FINER PERCENT (X=NO) Light Tan Silty sand
#10 100.0
#16 99.0
#30 95.1
#40 90.5 Atterberg Limits
#50 84.2 PL= NA LL= NA PI= NA
#100 27.3
#200 16.8 Coefficients 085= 0.306 060= 0.219 D50= 0.197 030= 0.156 015= 0.0632 D10= 0.0065 C u= 33.60 C c= 17.15 Classification uses= 8M AASHTO=
Remarks Bag Sample Specific Gravity - 2.69
.. (no specification provided)
Sample No.: #24 Source of Sample: Date: 08/23/05 Location: Boring # 1008 Elev.lDepth: 228.5'-230.0' Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMPANY Project: Southern Nuclear/Plant Vogtle ESP Proie~lJlO:21V003-DE Lab# 13
Particle Size Distribution Report
.si
..s
~
~
S
.si
; I 8
8 g t' N ~ 100 "" ....
~
90
! .~ ., I
'\
80 1-1-. j 70 0:: W 60
~
Z u:: :~ Z 50 : w U 0:: l~ i'\bJ W 40 Q.
~
30
\'
20
..... ~
~
~ -'k 10
~rc 0
)
N r--o 500 100' 1 1 0.1 0.01 0.001 GRAIN SIZE - mm 0/0 COBBLES I % GRAVEL I DfoSAND I o/aSILT o/aCLAY I 2.2 I I 0.0 67.9 20.3 9.6' SIEVE PERCENT SPEC: PASS? Soli Descrl,ptlon SIZE FINER PERCENT (X=NO) Gray Silty sand
.375 in. 100.0
#4 97.8
#8 94.7
#10 94.2 Atterberg Limits
#16 91.4 PL= NA LL- NA PI= NA
#30 78.2
#40 6L8 Coefficients
#50 47.6
#100 34.0 085= 0.744 060= 0.409 050= 0.321
#200 29.9 030= 0.0754 015= 0.0138 010= 0.0053 Cu = 76.50 Cc= 2.60 Classification uses= SM AASHTO=
Remarks Bag Sample (no specification provided) W Sample No.: #25 Source of Sample: Date: 08/23/05 Location: Boring #1008 Elev./Depth: 238.5 1-240.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY ProleotND2 V003-DE Lab# 13
Particle Size Distribution Report
.Ii
.Ii .Ii .&
.S
.... ~ .£ ::'t M ~ l!! ;
co CI
; ; co
; co i ~ ~ ;8 100 -1Illi P,.. ~
r-o.: 90
~l I
I " eo . ~ (t ~ 70
~
I 0::: : W 60 Z u:: ....Z 50
~
w u a::: l~ .. w 40 a. 30
'~
- ~
~ ....
20 .....rc- '"'-0
~ h 10
~I-a 0
.. ~
N 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm
.%COBBLES I % GRAVEL I % SAND I % SILT % CLAY 0.0 I 2.2 I 67.9 I. 20.3 9.6 SIEVE PERCENT SPEC: PASS? Soil Description SIZE FINER PERCENT (X-NO) Gray Silty sand
..375 in. 100.0
#4 97.8
#8 94.7
#10 94.2 Atterberg Limits
,#16 91.4 PL~ NA LL= NA PI= NA
#30 78.2
#40 61.8 Coefficients
#50 47.6
#100 34.0 085= 0.744 °60=0.409 050= 0.321
#~OO 29.9 030= 0.0754 015= 0.0138 010= 0.0053 C u= 76.50 Cc= 2.60 Classification USCS= SM AASHTO=
Remarks Bag Sample Specific Gravity - 2;68
.. . ~
*. (no specification provided)
Sample No~: #25 Source of Sample: Date: 08/23/05 Location: Boring '#1008 Elev./Depth: 238.5'-240.0' Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMPANY Project: Southern NuclearlPlant Vogtle ESP Pro]:au Nb:3 VOO3-DE Lab# 14
Particle Size Distribution Report 100
.Ii
.s .Ii
~
.Ii oS
~
lD
"-~
ClI
; ...~ ;; g i
~
i 8
~
~~
~
"1 90 t-I"l ~,
80
~ 1\..
~\
\
70 IX: l' W 60
- z u::
t- 50 ., l Z ..
~;
W 0 0:: :
\
W 40 Q.
'\
30 20 .""'~~
.~
r'l~k 1.0 i"""l r"O !""--
'--0 0 :
500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm
% COBBLES I % GRAVEL I % SAND I % SILT 0/0 CLAY 0.0 I 2.7 I 74.6 I 12.9 9.8 SIE~ PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Very Light Tan Silty sand
.375 in. 100.0
#4 97.3
#8 93.3
#10 91.8 Atterberg Limits
#16 89.2 PL= NA
#30 85.4 *LL= NA PI= NA
#40 83.4
#50 77.1 Coefficients
#100 34.3 085= 0.558 060= 0.223 050= 0.193
#200 22.7 030= 0.135 015= 0.0105 010= 0.0052 Cu= 42.99 Cc= 15.88 Classification uses= 8M AASHTO=
Remarks Jar Sample Spicific Gravity - 2.61 j
~
.. (no specification provided)
Sample No.: #17 Source of Sample: Date: 08/24/05 Location: Boring #1009 . Elev./Depth: 85' Client: 8CS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SO*UTHERN COMPANY e 0: VOO3-DE Pro)fj~-~14 Lab# 15
Partie'le Size Distribution Report
.5
.Iii .s J:i
) - i!i t! 5i!
.Iii .51 N ~
.Iii
~ ,; ;;
co co
~ ...
~
I ;; ~ 100 1\
~:
90 80
~ i~
- 1- ]
~\.
70
'~ ~ :~
w 60 z u:
\1 Z 50 *w
(.)
~
~ ... :
W 40
- a. '\.
~,
'30 20
~
10
~
)~
... ~ .....
l""
~
0 500 100 10 1 0.1 0..01 0.001 GRAIN SIZE- mm I % COBBLES I 0/0 GRAVEL I % SAND I % SILT 0/0 CLAY r 0.0 I ,34.7 1 45.9, I 7.9 11.5 SIEVE PERCENT SPEC.'* PASS? Soil Description SIZE FINER PERCENT (X=NO) Very Light Tan Silty sand with gravel 1.50 in. 100.0
.375 in. 77.4
#4, 65.3
#8 53.5 Atterberg Limits
#10 51.3 Pi...= NA LL= NA ,PI= NA
#16 45.5
#30 38.2 Coefficients
#40 34.4
#50 30.3 085= 15.0 060= 3.53 050= 1.79
#100 22.8 030= 0.293 015= 0.0130 010= 0.0031
#200 19.4 C u= 1142.64 "C c= 7.85 Classification*
uses= SM AASHTO= Remarks Jar Sample Specific Gravity 2.75 L.,..~.-- ~
'* (no specification provided)
Sample No.: #18 Source of Sample: Date: 08/24/05 .- Location: Boring #1009 E'lev./Depth: 90' ,) Client: SCS-Rhonda Tinsley and Steve Be~ce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY PrQjM:tNo: VOO3-DE Lab# 16
Particle Size Distribution Report
.E .Ii
....s -.s ~ ~ ;;
0 0
~
0 fl ;; 0 c i 8 8
~
100
~~~
90
,I 80
'I "
~ "
~ -+----
': ~ ..... i 70
'1 l
0:: W 60 : Z u::: Z 50 W (,) 0::: W 40 : D- : 30 20 10 ~ P"{,- 0 : 500 100 1 1 0.1 0.01 0.001 GRAIN SIZE - mm o/aCOBBLES I % GRAVEL I o/a SAND I o/aSILT o/aCLAY 0.0 I 0.0 I 89.3 I 1.7 9.0 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER PERCENT (X=NO) TanP~orly graded sand with silt
#10 100.0
#16 99.7
#30 98.8
#40 95.9 Atterberg Limits
#50 73.2
#100 69.6 PL= NA LL= NA PI= NA
#200 10.7 Coefficients 085= 0.370 060= 0.138 050= 0.126 030= 0.102 015= 0.0830 010= 0.0670 Cu= 2.05 Cc= 1.14 Classltication uses= SP-SM AASHTO=
Remarks Jar Sample Specific Gravity - 2.67
--A I ,
* (no $pecification provided)
Sample No.: #15 Source of Sample: Date: Ots/24/05 Location: Boring #1010 Elev./Depth: 73.5'-75.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN' COMPANY Prei~t "': V003-DE Lab# 17
Particle Size Distribution Report () 100 oS lQ
.s N
.si
.si
~ ~
r-oc 0 0
~
;. ~ Ic 0
8 c
~
"-"1 ~)l 90
,i eo 1\
i'~j 70 a:: W 60 Z : u:: l-Z SO W () .~ c::: W 40
- a. ....
30 I"'....
~
_ I 20 10 0 500 100 1 1 0.1 0.01 0.001 GRAIN SIZE.;. mm
% COBBLES I % GRAVEL I % SAND I OJoSILT % CLAY 0.0 I 0.0 I 63.5 r 3.5 33.0 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Tan Silty sand
#4 100.0
#8 98.7
#10 98.3
#16 98.1 Atterberq Limits
#30 97.8 PL= NA
#40 97.4 LL= NA PI= NA
#50 94.5
#100 54.8 Coefficients
#200 36.5 085= 0.257 DSO= 0.167 050= 0.134 030= 0.0020 °15= °10=
cu= Cc= Classification USCS= SM AASHTO= Remarks Jar Sample Specific Gravity - 2.63
~. J
- .. (no specification provided)
Sample No.: #16 Source of Sample: Date: 08/24/05 Location: Boring #1010 Elev./Depth: 78.51-80.0' \.~ Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY Pro]~-IQ~ V003-DE Lab# 18
Particle Size Distribution Report '), oS .Iii
....E ....si oS... ~ !!
100 90 80
- 70 0:::
w 60 Z u: Z 50 W U 0::: w 40 Q. 30 l 20 1\ 1 I % COBBLES I % GRAVEL I % SAND 1 % SILT % CLAY I I I 88.9 I 4.4 6.4 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Gray Poorly graded sand with silt
.375 in. 99.9
#4 99.7
#8 98.3
#10 97.6 Atterberg Limits
#16 94.8
#30 82.1 PL= NA LL= NA PI= NA
#40 73.2
#50 66.1 Coefficients
#100 14.0 085= 0.669 Deo= 0.269 050= 0~236
#200 10.8 030= 0.188 015= 0.153
=
C u 4.15 = C c 2.03 010= 0.0649 Classification USCS= SP-SM AASHTO= Remarks
.Bag Sample Specific Gravity - 2.67 L...-;...__.-........
- j,-
-------"'------"----...-i (no specification provided)
Sample No.: #24 Source of Sample: Date: 08/24/05 ISOUTHERN COMPANY.I Location: Boring # 10II Elev.lDepth: 193.5 1-195.0' Client: SCS-Rhonda Tinsley and Sieve Bearce Project: SouthemNliclearlPlantVogtleESP ProjtfdANo~8 V003-DE Lab# 19
Particle Size Distribution Report i) ...
.Ii
.5
~
.Ii .Ii S ~ ;;I ..
CI CI CI
~
0
;;I 0
I .
- 5 100
*r ~~ "'illl
~
90
~
80
~
70 l cr: \ w 60 z u: , ( Z 50 W U cr: W 40 a. 30
~
20
~
<~
1"1 I 10 100 ... 0 '"'-J 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm
'%COBBLES I % GRAVEL I % SAND I 0/. SILT a/o CLAY I 0.0 .I 4.5 I 89.6 I 2.2 3.7 I SIEVE PERCENT SPEC.- PASS? 5011 Description SIZE FINER PERCENT (X=NO) Gray Poorly graded sand with silt 0.75 in. 100.0
.375 in. 98.9
#4 95.5
#8 91.9 Atterberg Limits
#10 90.0 PL= NA LL= NA PI= NA
#16 85.3
#30 57:3 Coefficients
#40 31.7
#50 19.1 085= 1.16 060= 0.623 050= 0.545
#100 7.8 030= 0.412 015= 0.249 010= 0.185
#200 5.9 C u= 3.38 Cc= 1.48 Classification USCS= SP-SM AASHTO=
Remarks Bag Sample Specifiv Gravity* 2.66
~ .. .' ........... _.-'
* (no specification provided)
Sample No.: #25 'Source of Sample: Date: 08/24/05 Location: Boring #10 11 Elev./Depth: 208.5'*210.0'
) Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Pro~~ tid~ Y003-DE Lab# 20
Particle Size Distribution Report
.Ii
.Ii .Ii
) -
~ .~ oS 0 0 0 0
~ ~
~ ~ ~ :I I 100 ~
90
,)
80 I , " J
~.
)
70 : ': a:::: w 60 I~ z i:i: I-Z 50
!~
~
W t) a:: r\., w 40 a. 30 20 _lIo. r'o 10 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mill o/DCOBBLES o/a GRAVEL I -y'a SAND I o/a SILT I % CLAY 0.0 0.0 I 76.1 I 2.1 I 21.8 SIEVE PERCENT SPEC: PASS? son Description SIZE FINER PERCENT (X=NO) Tan Silty sand
#10 100.0
#16 99.4
#30 83.0
#40 63.9 Atterberg Limits
#50 48.2 PL= NA LL= NA PI= NA
#100 35.2
#200 23.9 Coefficients 085= 0.628 060= 0.395 050= 0.316.
030= 0.11.3 015= D10= Cu= Cc= Classification uses= SM AASHTO= Remarks Jar Sample Specific Gravity - 2.66 .'. I
-. (no specification provided) I Sample No.: #15 Source of Sample: Date: 08/24/05 Location: Boring #1012 Elev./Depth: 73.5'-75.0' I,} Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY Projidt'NfJ1O V003-DE Lab# 21
Particle Size Distribution Report 1: 100
.Ii s N
. .Ii
~ ~
.Ii
~ Ilt CI
~
c
~ .
~
)00 C
c i 8 c 8
~
~
90 80 .'
~
'~
.. ~
r\ 70 "
""""lii a:
w 60 Z u:: .. ~ t-50
~~
Z W u ~ a: -\
'1\
w 40 Q. o' 30 20 1\ 0 10 ) 0 500 100 10 1 GRAIN SIZE,;, mm 0.1 0.01 0.001 0/0 COBBLES I 0/0 GRAVEL I 0/0 SAND I 0/0 SILT .o/aCLAY 0.0 I 0.0 I 14.1 I 36.1 49.8 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X-NO) Light Tan Silt
#4 100.0
#8 99.9
#10 99.8
#16 99.4 Atterberg Limits
#30 98.9 PL= NA LL= NA PI= NA
#40 98.5
#50 98.0 Coefficients
#100 93.8
#200 85.9 085= 0.0712 060= 0.0121 050= 0.0051 030= 0.0021 015=
Cu = Cc=
°10=
Classification uses= ML AASHTO= Remarks Jar Sample Specific Gravity - 2.66 I
* (no specification provided)
Sample No.: #16 Source of Sample: Date: 08/24/05 Location: Boring #1012 Elev./Depth: 78.5'-80.0' Client: SCS-Rhonda Tinsley and Steve Bearce SOUTHERN COMPANY Project: Southern Nuclear/Plant VogtleESP PrO}f!~He~ V003-DE Lab# 22
Particle Size Distribution Report
...oS 8
.S;; 10 10 10 CI 10 0 CD $I ;% i I: ~ ;
CI
~
;; ~
100 ~~ : 90 ' .
- ~
- ~
80 " 70 ~ ~ W 60 Z
~~
u:
~
z 50 1 w u 1\
- \
0:: w 40 a. 30 20 N 10 ~~ 0 : I 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm r 0/. COBBLES I . OJ. GRAVEL I % SAND I % SILT o/aCLAY I 0.0 I 0.0 I 91.1 I 1.6 7.3 SIEVE PERCENT SPEC: PASS? Soli Description SIZE FINER PERCENT (X=NO) Tan Poorly graded sand with silt
#4 100.0
#8 99.6
#10 99.4
#16 97.2 Atterberg Limits
#30 79.4
#40 56.1 PL= NA LL= NA PI= NA
#50 30.1
#100 11.7 Coefficients
#200 8.9 085= 0.676 060= 0.447 050= 0.393 030= 0.300 015= 0.200 010= 0.104 C u= 4.28 C c= 1.92 Classification uses= SP-SM AASHTO=
Remarks Jar Sample Specific Gravity. 2.65 l.--:. .',
* (no specification provided)
Sample No.: #]7 Source of Sample: Date: 08/24/05 Location: Boring #1013 Elev./Depth: 84.0' Client: SCS*Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Pro~ct ~ VOO3*DE Lab# 23
Particle Size Distribution Report
.5 II)
.5 I")
.s N
..i
~ I c
;; ~
; cI i
~
; ~
100
~~
1l 1\.:, 90 80 ( \ 70 a:: w 60 Z u:: )- Z 50 W (J c::: UJ 40 a.
; \
30 W 20 10 I'r'~ 0 500 100 1 1 0.1 .0.01 0.001 GRAIN SIZE -mm
% COBBLES I D'a GRAVEL I 0/. SAND I 0/0 SILT 0/0 CLAY 0.0 I 0,0 I 91.1 I 3.1 5.8 SIEVE PERCENT SPEC.- PASS? Soli Description SIZE FINER PERCENT (X=NO) Light Tan Poorly graded sand with silt
#10 100.0
#16 100.0
#30 99.7
#40 96.6 Atterberg Limits
#50
#100 74.8 13.9 PL= NA LL= NA PI: NA.
#200 8.9 Coefficients 085= 0,346 060= 0.255 050= 0.230 030= 0.187 D15= 0.153 D10= 0.0861 C u= 2.96 C c = 1.60 Classification USCS= SP-SM AASHTO=
Remarks Jar Sample Specific Grayity - 2.65
... (no specification provided)
Sample No.: #18 Source of Sample: Date: 08/24/05 Location: Boring #1013 Elev./Depth: 94.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY Pro.ktot Na:3 V003-DE Lab# 24
Particle Size Distribution Report
)
.Ii
~
. .E i$
.Ii
~ z .
c 0 Cl C Cl 8
~
100
-~
90 o' ] . 80
~
~
10 0::: w 60
'~
~
Z u::
~ :~
Z 50 i~\ w u 0::: W 40 a.
~
\\
30
- I 20
- "'Ifill, 10 ~
~
l-'i"'II r-.~
~
-r-o 0
500 100 1 1 0.1 0.01 0.001 GRAIN SIZE - mm
% COBBLES I % GRAVEL I % SAND I % SILT % CLAY' 0.0 I 0.0 I 87.8 I 5.4 6.8 SIEVE PERCENT SPEC'* PASS? Soli Description SIZE FINER PERCENT (X-NO) Gray Silty sand
#4 100.0
#8 99.7
#10 99.5
#16 90.8 Atterberg Limits
#30 66.5 PL= NA LL= NA PI= NA
#40 53.7
#50 45.0 Coefficients
#100 23.2
#200 12.2 085= 0.969 060= 0.510 DSO= 0~369 030= 0.188 015= 0.0971 D10= 0.0564 C u= 9.04 Cc = 1.22 Classification USCS= SM AASHTO=
Remarks Bag Sample Specific Gravity - 2.69 I
* (no specifi~ation provided)
Sample No.: #18 Source of ~ample: Date: 09/24/05 Location: Boring #1014 Elev./Depth: "183.5'-185.0' ,) Client: SCS-Rhonda Tinsley and Steve Bear1:e Project: Southern NuclearlPlant Vogtle ESP SOUTHERN COMPANY ProitfdAN~4 V003-DE Lab# 25
Particle Size Distribution. Report
.Ii .Ii
.Ii N S ~ ~
0
.r 0
~ ; c 0
i 8
~
100
... ~
90 ~ .
~
'~
I
\
80 70 Ii 0:: W.60 .. Z u:: I-Z 50 W
~
(.) 0:: W 40 CL
*30
~.
20 10 "- , ~ 0 :
";J""" r-~ -
500 100 1 1 0.1 0.01 . 0.001 GRAIN SIZE - mm
% COBBLES I % GRAVEL I % SAND I 0/0 SILT % CLAY 0.0 I 0.0 J 89.6 I 5~3 5.1 SIEVE PERCENT SPEC.* PASS? Soli Description SIZE FINER PERCENT (X=NO) Gray Poorly graded sand with silt
#4 100.0
#8 100.0
#10 99.9
#16 99.8
#30 99.5 Atterberg Limits
#40 97.1 PL= NA LL= NA PI= NA
#50 87.0
#100 42.1 Coefficients
#200 10.4 085= 0.288 060= 0.194 D50= 0.168 030= 0.123 015= 0.0887 010= 0.0735 C u= 2.64 =
C c 1.07 Classification uses= SP-SM AASHTO= Remarks Bag Sample Specific Gravity* 2.66
* .(Iio specification provided)
Sample No.: #19 Source of Sample: Date: 08124/09 . Location: Boring #1014 Elev./D.epth: 188.5'*190.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuc1earlPlant VogtleESP SOUTHERN COMPANY Proteut~ VOO3-DE' Lab# 26
Particle Size Distribution Report () 70 H--t--t---:-----tiH:t-t-+-f,-H--f,---:-f.tt++-f.-t-+--'-t--t+.H-H-If-++-+-+-""*f.-H-l-Hf-+--+H++-I--J,--I-----l--1
~
W 60 Z u::
~
Z 50 W (,) a:: w 40 a. 30 20 10 !") 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm 0/0 COBBLES I % GRAVEL I % SAND I 0/0 SILT % CLAY 0.0 I 0.0 I 97.7 I 2.8 SIEVE PERCENT SPEC.- PASS? Soil Description SIZE FINER PERCENT (X-NO) Very Light Tan Poorly graded sand
#10 .100.0
#16 99.7
#30 95.1
#40 67.6 Atterberg limits
#50 30.7 PL= NA LL= NA PI= NA
#100 8.1
#200 2.3 Coefficients 085= 0.521 060= 0.395 050= 0.362 030= 0.298 015= 0.230 010= 0.184 Cu= 2.15 Cc= 1.22-Classification uses= SP AASHTO=
Remarks Jar Sample Specific Gravity - 2.63
* (no specification provided-)
Sample No.: #19 Source of Sample: Date: 08124/05 Location: Boring #1015 Elev./Depth: 93.5'-95.0' Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant VogtJe ESP SOUTHERN COMPANY Proie. .Nm6 V003-DE Lab# 27
Particle Size Distribution Report (.J e ;
.E s.
100 N
- i!i
.5 :; Cl
~
0
~
! : Cl
~
I'\~') 90 80 I
.~ .. "
70 ~i l 0::: w 60 Z 1 u: to- 50 Z : UJ : U 0::: W 40 a. 30
~.
20 ..
.~
l 10 I
. I IJ I
.... I 0 : "
500 100 1 1 0.1 0.01 GRAIN SIZE - mm 0.001
% COBBLES I % GRAVEL I % SAND I GfoSILT % CLAY 0.0 1 0.0 I 93.2 I 1.1 5.7 SIEVE PERCENT SPEC" PASS? 5011 Description SIZE FINER PERCENT (X=NO) Very Light Tan Poorly graded sand with silt
#4 100.0
#8 100.0
#10 99.9
#16 99.3 Atterbera limits
#30 90.9 PL= NA LL= NA
#40 64.7 PI= NA
#50 30.0
#100 8.9 Coefficients
#200 6.8 085= 0.549 060= 0.405 050= 0.368 030= 0.300 015= 0.230 010= 0.180 Cu= 2.25 'C c= 1.23 '
Classification USCS= SP-SM AASHTO= Remarks Jar Sampl~ Specific Gravity ~ 2.67
~ L.-.~_---J --'- ---I~;";""_--1 (no specification provided)
Sample No.: #20 Source of Sampie: Date: 08/24/05 Location: Boring #1015 Elev.JDepth: 93.5'-100.0' \) Client: SCS-Rhonda Tinsley and Steve Bearce Project: Southern Nuclear/Plant Vogtle ESP SOUTHERN COMPANY Lab# 28
Vogtle ALWR ESP Project APPENDIX J SITE PHOTOS Copyright © 2005, Southern Company Services, Inc. All Rights l:{eserved. 2.4A - 228
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