SNRC-1207, Vols 1 & 2 of Colt Emergency Diesel Generator Info to Be Incorporated in Fsar. W/11 Oversize Drawings
| ML20136G205 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 11/30/1985 |
| From: | LONG ISLAND LIGHTING CO. |
| To: | |
| Shared Package | |
| ML20136G174 | List: |
| References | |
| SNRC-1207, NUDOCS 8511220280 | |
| Download: ML20136G205 (412) | |
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CHAPTER 1 D INTRODUCTION AND G2NERAL DESCRIPTION OF PLANT TABLE OF CONTENTS Page Section Title 1-2 1.2.2.4.17 Standby A-C Power Supply 8 1-2 1.2.2.6.1 Electrical Power System 1-3 1.2.2.8.12 Service and Instrument Air 1-3 1.2.2.8.13 Diesel Generator Fuel Oil System Fire Protection System 1-3 1.2.2.8.17 LIST OF TABLES Page Table Title
- 1. 3.1-7 Comparison of Electrical Systems 1-4 O Design Characteristics (U
LIST OF FIGURES Figures Title i 1.2.2-1 Site Plan 4 ( ( .i e (
CHAPTER 2
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() SITE CHARACTERISTICS TABLE OF CONTENTS Section Title Page 2.4.2.2 Flood Design Considerations 2-2 2.4.2.3 Effects of Local Intense Precipitation 2-2 2.4.5.4 Wave Action 2-3 2.5.4.12 Techniques to Improve Subsurface
- Conditions 2-6 Appendix 2.0 Report on Vibroflotation (SWEC) Following 2-6 LIST OF TABLES Table Title Page
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2.4.1-1 Hydrologic Considerations of Safety Related Equipment 2-5 LIST OF FIGURES (From Appendix 2.0) Figure Title 2.1.1-2 Operation Site And Location Plan With Existing Topographic Contours 2.4.2-2A Yard Storm & Sanitary Sewers 2.4.2-2B Yard Storm & Sanitary Sewers 2.4.2-2C Yard Storm & Sanitary Sewers 2.4.5-3 Transects For Wave Runup Calculation 2.4.5-4C Transect-Supplementary Fuel Oil Building 2.4.5-4F Transect F-Colt Emergency Diesel Generator Buildir.g O
CHAPTER 3 , DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT, AND SYSTEMS TABLE OF CONTENTS i Section Title Page
- 3.1.2.17- Electric Power System 3-2 3.1.2.18 Inspection and Testing of Electrical Power Systems 3-2 3.1.2.34 Residual Heat Removal 3-3 !
t 3.3.2 Tornado Loading 3-9 3.4.1 Flood Protection 3-9 3.4.2 Analysis Procedures 3-11 3.5.2-1 Equipment Generated Missiles 3-13 3.8 Design of Category I Structures 3-15 3.8.4 -Other Category I Structures 3-15 ( 3-15 i 3.8.4.1 Description of the Structures 3.8.5.2 Applicable Codes, Standards, and Specifications 3-19 APPENDIX 3C Analysis of Pipe Failure Outside Containment 3-31 3C.3.3 Identification of Energy Systems 3-31 3C.3.3.1 High Energy Piping Systems 3-31 3C.4.9 Colt Emergency Diesel Generator Air Start System 3-32
-3C.4.9.1 Break Location 3-32 3C.4.9.2 Separation 3-32
-3C.4.9.3 Pipe Whip / Fluid Jet / Environmental Effects 3-32 3C.4.9.4 Structural Analysis 3-32
() 3C.4.9.5 Conclusion 3-32 3-32 3C.6 CONCLUSIONS 3C.6.1 High Energy Piping Systems 3-32
LIST OF TABLES C) Q' Table Title Page 3.2.1-1 Equipment Classification 3-5 3.4.1-1 Flood Protection for Structures Equipped for Safe Shutdown 3-12 3.5.1-1 External Missile Barriers 3-14
-3.8.5-1 Foundations for Category I Structure 3-20 3.11.1-2 Environmental Qualification for Class IE Equipment Contained in BOP Specifications 3-21 3.12.3-3 Safety Systems and Other Class IE 3-28 Electrical ~ Systems - Divisional Separation LIST OF FIGURES Figures Title 3.4.1-1 Site Arrangement Plan PHM Flood Levels 3.4.1-4 Control Building Flood Protection 3.4.1-5 Colt Emergency Diesel Generator Building Building, Flood Protection 3.8.4-1 Site Arrangement Plan 3.8.4-2 Site Arrangement Plan i
3.8.4-3 General Arrangement Plan Ground Floor 3.8.4-6 Control Room Building Plans 3.8.4-32 Colt Emergency Diesel Generator Building 3.8.4-33 Colt Emergency Diesel Generator Building 3.8.4-34 Supplemend 1 Fuel Oil Building 3.8.4-35 Electrical Vault and Access Structure
CHAPTER 7
/3 INSTRUMENTATION AND CONTROLS l
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TABLE OF CONTENTS Section Title Page 7.1.1.1 Identification of Individual Systems 7-2 7.1.1.1.30 Emergency Diesel Generator Buildings Emergency Ventilation Systems 7-2 7.1.1.1.30.1 TDI Emergency Diesel Generator Building 7-2 7.1.1.1.30.2 Colt Emergency Diesel Generator Buildings 7-2 7.1.2.1 Design Bases 7-3 7.1.2.1.30 Servicing Emergency Diesel Generators 7-3 7.1.2.1.30.1 TDI Emergency Diesel Generator Rooms 7-3 7.1.2.1.30.2 Colt Emergency Diesel Generator Buildings 7-4 7.3.1.5.1 System Identification 7-5 7.3.1.5.2 Power Sources 7-6 7.3.1.5.3 Equipment Design 7-6 7.1.3.1.5.4 Environment Considerations 7-7 7.3.1.6.1 System Identification 7-8 7.3.1.6.3 Equipment Design 7-8 7.3.2.6.1 General Functional Requirements Conformance 7-10 0
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LISTS OF FIGURES ? f} U I Figures Title e Logic Diagram 4160 V Station Bus Reserve 7.3.1-20G Supply Breakers 7.3.1-20H Logic Diagram 4160 V Station Bus Reserve Supply Breakers 7.3.1-21A Logic Diagram Emergency Generator Breakers 7.3.1-21B Logic Diagram Emergency Generator Breakers 7.3.1-21C (*) Logic Diagram Emergency Generator Breakers 7.3.1-21D (*) Logic Diagram Emergency Generator Breakers 7.3.1-21E (*) Logic Diagram Emergency Generator Breakers 7.3.1-21F (*) Logic Diagram Emergency Generator Breakers 7.3.1-22A Logic Diagram Engineered Safeguard Emergency Bus Program , ('j'T
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7.3.1-22B Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22C Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22D Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22E Logic Diagram Engineered Sateguard Emergency Bus Program 7.3.1-22F Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22G Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22H Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22J Logic Diagram Engineered Safeguard Emergency Bus Program 7.3.1-22K Logic Diagram Engineered Safeguard Emergency es Bus Program 7.3.1-22L Logic Diagram Engineered Safeguard Emergency Bus Program
t LISTS OF FIGURES ()
\s / Figures Titles
- 7.3.1-22M Logic Diagram Engineered Safeguard Emergency Bus Program l 7.3.1-22N Logic Diagram Engineered Safeguard Emergency l Bus Program i
7.3.1-22P (*) Logic Diagram Emergency Bus Program i 7.3.1-23A Logic Diagram Emergency Diesel Generatorn 7.3.1-23B Logic Diagram Emergency Diesel Generators Logic Diagram Emergency Diesel Generators 7.3.1-23C 7.3.1-23E Logic Diagram Emergency Diesel Generators , 7.3.1-23G Logic Diagram Emergency Diesel Generators 7.3.1-23H Logic Diagram Emergency Diesel Generators 7.3.1-23J Logic Diagram Emergency Diesel Generators 7.3.1-23L (*) Logic Diagram Emergency Diesel Generators
- 7. 3.1-23M (*) Logic Diagram Emergency Diesel Generators 7.3.1-23N (*) Logic Diagram Emergency Diesel Generators 7.3.1-23P (*) Logic Diagram Emergency Diesel Generators 7.3.1-230 (*) Logic Diagram Emergency Diesel Generators 7.3.1-23R (*) Logic Diagram Emergency Diesel Generators 7.3.1-23!, (*) Logic Diagram Emergency Diesel Generators 7.3.1-23T (*) Logic Diagram Emergency Diesel Generators 7.3.1-230 (*) Logic Diagram Emergency Diesel Generators
- 7. 3.1-23V (*) Logic Diagram Emergency Diesel Generators
- 7. 3.1-23W (* ) Logic Diagram Emitrgency Diesel Generators 7.3.1-23X (*) Logic Diagram Emergency Diesel Generator 7.3.1-23Y (*) Logic Diagram Emergency Diesel Generators
() 7.3.1-23Z (*) 7.3.1-23AA (*) Logic Diagram Emergency Diesel Generators Logic Diagram Emergency Diesel Generators l t
LISTS OF FIGURES O v Figures Title 7.3.1-23AB (*) Logic Diagram Emergency Diesel Generators
, 7.3.1-23AC (*) Logic Diagram Emergency Diesel Generators 7.3.1-23AD (*) Logic Diagram Emergency Diesel Generators 7.3.1-23AE (*) Logic Diagram Emergency Diesel Generators 7.3.1-23AF (*) Logic Diagram Emergency Diesel Generators 7.3.1-23AG (*) Logic Diagram Emergency Diesel Generators 7.3.1-23AH (*) Logic Diagram Emergency Diesel Generators 7.3.1-24 Logic Diagram 480 V Emergency Bus Supply I Breakers 7.3.1-25G Logic Diagram 4160 V Station Bus Normal Supply
) Breakers I 7.3.1-25H Logic Diagram 4160 V Station Bus Normal Supply Breakers 7.3.1-26 Logic Diagram Emergency Unit Substation Feeders I 7.3.1-27A Logic Diagram Diesel Generator Room Energ. Vent Syn.
; 7.3.1-27B (*) Logic Diagram Diesel Generator Room Emerg.
j Vent Sys. 7.3.1-270 (*) Logic Diagram Diesel Generator Room Emerg. Vent Sys. l 7.3.1-27D (*) Logic Diagram Diesel Generator Room Emerg.
- Vent Sys.
7.3.1-27E (*) Logic Diagram Diesel Generator Room Emerg. Vent Sys. , 7.3.1-27F (*) Logic Diagram Diesel Generator Room Emerg. Vent Sys. ! 7.3.1-27G (*) Logic Diagram Diesel Generator Room Emerg. Vent Sys. i () 7.3.1-27H (*) Logic Diagram Diesel Generator Room Emerg. Vent Sys, , 7.3.1-27J (*) Logic Diagram Diesel Generator Room Emerg.
- Vent Sys.
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f e t LISTS OF FIGURES . 1 Figures Title i j 7.3.1-33K Logic Diagram Service Water System ! l 7.3.1-33L Logic Diagram Service Water System t 7.3.1-33M Logic Diagram Service Water System ! J 7.3.1-33N Logic Diagram Service Water System ,
- 7.3.1-33P Logic Diagram Service Water System 1
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CHAPTER 8
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\ ELECTRIC POWER
'V TABLE OF CONTENTS Section Title Page 8.1.4 Onsite A-C Power Systems 8-2 j
8.3.1.1.5 Onsite Standby Power Supply 8-4 8.3.1.1.8 Tests and Inspections 8-9 8.3.1.1.8.1 Factory Tests Applicable to the TDI Emergency Diesel Generators 8-10 8.3.1.1.8.2 Factory Test Applicable to the Colt Emergency Diesel Generators 8-10 8.3.1.2.1 Compliance Analysis 8-12 8.3.1.4.4 Cable Considerations 8-15 LIST OF TABLES Table Title Page 8.1.4-1 Major Electrical Equipment 8-3 8.3.1-1C Colt Emergency Diesel Generator System Required Loads and Maximum Coincident Demand 8-16 8.3.1-2B Sequential Loading of Colt Diesel Generator Sets performed at the Factory 8-22 8.3.1-3 Fire Protection / Fire Detection 8-24 8.3.1-4A Colt Diesels, Margin Test Results 8-25 8.3.1-5A sequential Load Test - Colt Diesel Generator 902 8-26 8.3.1-6A Sequential Load Test - Colt Diesel Generator 903 8-27 8.3.1-7C Sequential Load Test - Colt Diesel Generator 901 8-28 g-~s 8.3.2-1 Design Basis Loads, Safety Related 125V Batteries 8-29
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LIST OF FIGURES V-Figures Title 8.2.1-1 Main One Line Diagram - Key 8.3.1-2 Main One Line Diagram Station Service 8.3.1-5 4160V One Line Diagram Emergency Bus 101 8.3.1-5A 4160V One Line Diagram Emergency Bus 103 8.3.1-6 4160V One Line Diagram Emergency Bus 103
. 8.3.2-1 One Line Diagram 120VAC, 125VDC & 24VDC Cont & Inst PWR distribution 8.3.2-2 One Line Diagram 125 V DC Distribution Bus A 8.3.2-3 One Line Diagram 125 V DC Distribution Bus B 8.3.2-4 One Line Diagram 125 V DC Distribution Bus C O
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CHAPTER 9 p} g AUXILIARY SYSTEMS TABLE OF CONTENTS Section Title Page 9.2.1.2 System Description 9-2 9.2.1.3 Safety Evaluation 9-2 l 9.4.10 Diesel Generator Ventilation 9-5 9.4.10A.3 Safety Evaluation 9-7 9.5.1 Fire Protection 9-8 9.5.1.1 Design Bases 9-8 9.5.1.2 System Descriptions 9-8 9.5.1.3 Safety Evaluations 9-13 9.5.4 Diesel Generator Fuel Oil Storage Transfer System 9-15
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9.5.4.1 Design Bases 9-15 - 9.5.4.2 System Description 9-15 9.5.4.3 Safety Evaluations 9-16 9.5.5 Diesel Generator Cooling Water System 9-18 9.5.5.1 Design Bases 9-18 9.5.5.2 System Description 9-19 9.5.5.3 Safety Evaluation 9-20 9.5.6 Diesel Generator Starting System 9-20 9.5.6.1 Design Basen 9-20 l 9.5.6.2 System Description 9-21 9.5.7 Diesel Generator Lubrication System 9-21 i l l
i l Section Title Page p (O_,/ 9.5.7.2 System Description 9-21 ! l 9.5.9 Storage of Gases Under Pressure 9-22 9.5.9.3 Safety Evaluation 9-22 LIST OF TABLES Table Title Page 9.2.1-1 Service Water System Component Design Data 9-3 ; 9.2.1-2 Auxiliary Systems, Component Design Data 9-4 9.5.9.1 Storage of Gas Under Pressure 9-24 l LIST OF FIGURES [ Figures Title O , 9.2.1-1A Service Water System 9.2.1-1C Colt Diesel Service Water System 9.4.10-2 Colt Diesel Generator Room Ventilation 9.5.1-4 Fire Protection Arrangement-Yard 9.5.1-5 Fire Protection Systems Colt Diesel Generator Rooms f 9.5.4-1 Colt Diesel Generator Fuel Storage and , Transfer System 9.5.5-1A Colt Diesel' Generator Cooling Water System 9.5.5.1B Colt Diesel Generator Cooling Water System 9.5.6A-1 Colt Diesel Generator Air Start System 9.5.7A-1 Colt Diesel Generator Lubrication System O ,
( b 1 i i f T CHAPTER 14 INITIAL TESTS AND OPERATIONS 4 I TABLE OF CONTENTS 1' ' i , Page i l Section Title
, i' l 14.1.3.7.24 Emergency Diesel Generators j Preoperational Test. 14-2 !
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L Chapter 1* l O LILCO plans to incorporate the following material in Chapter 1 of ( the SNPS FSAR. This material is relevant to features of the design or installation and tie-in of the Colt Emergency Diesel Generator. O l 1
- Note: Section, Table, and Figure numbers correspond to those in the SNPS FSAR.
O 1-1 November 1985
Section 1.2.2.4.17 Standby A-C Power Supply
1 (FSAR Pg.
_j 1.2-22, Standby A-C power for the plant is supplied from new para- three of six emergency Diesel generators. Each of graph) the three redundant 4.16 kV emergency buses is supplied by a pair of emergency Diesel generators, one as lead and one as alternate, such that if the lead Diesel generator set failed, the alternate Diesel generator set will be available for manual operation. Each pair is arranged for the connection to one of three independent and physically separated 4.16 kv emergency switchgear assemblies which supply the A-C power required for a safe shutdown. Section 1.2.2.6.1 Electrical Power System (FSAR Pg. 1.2-26, New ............................ seventh ............................ paragraph, Section Six fast starting, onsite, emergency Diesel 1.2.2.6.1) generators are provided to supply electrical A-C power in the event of loss of all offsite station es service power (including the onsite gas turbine ( ) generator) . Each emergency bus has two Diesel i/z generator sets, one is preselected as the lead and the other as the alternate which can be manually started if the lead Diesel generator fails. Each pair of Diesel generators is electrically and physically independent of the other pairs and supplies power to its associated 4160V emergency bus. Any two of the three emergency buses with a Diesel generator available will have sufficient capability to provide the necessary power for safety related equipment required for a safe shutdown. Sufficient fuel is stored onsite to permit operation of one Diesel generator per emergency bus at the continuous rating or qualified load for sovon (7) days without dependence on an offsite supply. (Eighth D-C power for controls, instrumentation, and paragraph, D-C loads is provided by three 125V batteries with Section their associated chargers and distribution panuls. 1.2.2.6.1) The three 125V battery systems are associated with the corresponding pairs of emergency Diesel generators. Other D-C station service loads are distributed among thesu three bateries and 2 non class IE batteries. 1 O L) l 1-2 November 1985
p l l l-l- Section 1.2.2.8.12 ' Service and Instrument Air (FSAR Pg. l t 1.2-32) ..............
- - t (Add The service and Instrument Air System for the Colt l-sentence at Emergency Diesel Generator Building is separate
< end of from the plant system. L . paragraph) l Section 1.2.2.8.13 Diesel Generator Fuel Oil System (FSAR Pg. u 1.2-32) The Diesel generator fuel oil system provides an E adequate supply of fuel oil for the operation of i l _the lead emergency Diesel generator sets at the ! continuous ratings or qualified loads capacity for ' (7) seven days during a design basis accident power L
- occurring simultaneously with a loss of offsite j power.
Section 1.2.2.8.17 Fire-Protection System (FSAR Pg. Automatic and manually actuated carbon dioxide-or 1.2-33, Halon fire protection systems are provided for. : third selected areas. paragraph)
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I i t i I i l : 1 I i i 1 l l 1-3 November 1985 i
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l-Table 1.3.1-7 Comparison of electrical Systems Design Characteristics Nine Mile Shoreham Point, Unit 2 J.A. FitzPatrick Diesel Generators 3 Trans America DeLaval (TDI) 4.16 kV, 60Hz, 0.8 p.f. 3300 kW (Qualified Load). 3 Colt 4.16kV 514 rpm 3-phase, 60Hz, 0.8 p.f. 4150 kW, continuous ! (4430 kW, 2 hr rating) I l ! Gas Turbine Generator ................... l l l l l l l 1-4 November 1985
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Trble 1.3.1-7 (Cont'd) b Comparison of electrical Systems Design Characteristics Shoreham Hine Mile Unit 1 Point, Unit 2 J.A. FitzPatrick Primary Distribution 4-4.16 kV normal 3-13.8 kV normal a-c 5-4.16 kV normal a-c l a-c buses, 3-phase, buses, 3-phase, 60 Hz. buses, 3-phase, 60 Hz 60 Hz 3-4.16 kV 2-4.16 KV standby a-c emergency a-c buses, buses, 3- phase 60 Hz, 3-phase, 60 Hz. Secondary Distribution "None" 3-4.16 kV normal a-c "None" ,
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l i buses, 3-phase, 60 Hz. 3-4.16 kV standby a-c l j buses, 3-phase, 60 Hz. i Low Voltage 8-480 V normal a-c 8-600 V normal a-c 8-600 V normal a-c buses, 3-phase, 60 Hz. buses, 3-phase, 60 Hz. buses, 3-phase, 60 Hz. Distribution 4-600 V standby a-c 6-480 V emergency a-c 3-600 V standby a-c buses, 3-phase, 60 Hz. buses, 3-phase, 60 Hz. buses, 3-phase, 60 Hz. i I l-5 November 1985
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FlH AL. GAFF.TY ANAufSit REPoltT U > rgency D10001 Generator Dutiding [ pontary Fuol Oil Uttilding ntyp,v3.p.3t_. AucuST no? ! f ical Vault and Accenn Structurc
Chapter 2* O LILCO plans to incorporate the following material in Chapter 2 of the SNPS FSAR. This material is relevant to features of the design or installation of the Colt Emergency Diesel Generators. O
- Note: Section, Table, e.nd Figure numbers correspond to those in the SNPS FSAR.
O 2-1 November 1985
__.__s _ . _ _ _ _ _ . . _ _ . . _ _ _ _ . _ _ . _ . . _ . .. r r Section 2.4.2.2 Flood Design Considerations () (FSAR Pg. 2.4 3) (New last In addition to the structural design of the paragraph) safety related structures to withstand a flood to 26 mlw, the design also includes provisions
'for protection against the effects of certain wave phenomena. Associated waves would have a peak significant wave height of 3.0 ft for the northwest fetch, 11.6 ft for the north fetch, and 16.5 ft for the northeast fetch. Wave runup was calculated using the method described in Reference 68. Wave runup on the control Building and the Electrical Vault and Access Structure, along the north transect, is calculated to be 34.2 mlw. For the screenwell and Colt Emergency Diesel Generator (CEDG)
Building, it is calculated to be 43.0 and 40.0 mlw, respectively, along similar transects. Wave runup on the Supplementary Fuel Oil Housing reaches 30.0 mlw from the north fetch. The Diesel fuel oil pumphouse would be , overtopped by wave runup from the north fetch. The safety related structures and the design elevations are tabulated in Table 3.4.1-1. [/)
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Section 2.4.2.3 Effects of Local Intense Precipitation O l l 2-2 November 1985
l-L (fifth para- The modified local drainage patterns following f-~s graph) construction can be seen on Fig. 2.1.1-2 and, ! ( ) in more detail, on Fig. 2.4.2-2A through 2C.
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) A runoff analysis during the one hr of highest precipitation intensity of 9.5 in. per hr was performed for two cases: for one case it was assumed that the yard drains discharged 5.5 in. per hr, since the time of concentration is less than one hr; for the other case it was assumed that the yard drains were ineffective due to a concurrent high water elevation. In both cases the site was considered to be 1
- rendered impermeable due to saturation prior to the onset of the precipitation of highest intensity. The general approach taken was to
< ~ route flow from contributing areas to the safety related structures and to compute the resulting maximum water depths. In the case where the yard drains were considered to
- discharge runoff, the design flow into the drains was deducted from the incoming runoff. l Diesel Fuel Oil Pumphouse l
! Colt Emergency Diesel Generator Building l \ (New Paragraph) The Colt emergency Diesel generator building f (\m /) and the screenwell are in the same area and [ are surrounded by equal ground elevations. [ Therefore, the runof f passes between and around the buildings at the same elevations for both buildings. These elevations are noted under the screenwell description above. The Colt emergency Diesel generator building access elevation is also 20.5 ft mlw and would
! also have 2 or 2h inches of water on the floor. These water depths would not endanger any safety related equipment.
Supplementary Fuel Oil Housing (New Paragraph) Access to the supplementary fuel oil housing is gained through the roof at El. 35.5 ft mlw. Rainfall runoff around the perimeter cannot enter the building thereby posing no flooding hazard to the building. Section 2.4.5.4 Wave Action (" 2-3 November 1985
(New Last Para- None of the safety-related structures are rs graph) subjected to waves breaking at the structure. Some safety related structures are subjected \# ) ( to wave runup from waves breaking some distance from the structure. These wave runup conditions were calculated using the methods of Reference 68. The Reactor Building is shielded from wave action by the surrounding structures. The transects used for calculating wave runup at the Control Building, Diesel Fuel Oil Pumphouse, Supplementary Fuel Oil Housing, Colt Emergency Diesel Generator Building, Electrical Vault and Access Structure and Screenwell Structure are shown on Fig. 2.4.5-3 as transects A through F. The associated bottom profiles are shown on Figs. 2.4.5-4A through F. Wave runup at the Contrcl Building and the Electrical Vault and Access Building is calculated to be 34.2 ft mlw resulting from a 4.7 ft breaking wave. Runup on the Screenwell Structure is calculated to be 43 ft mlw from an 8 ft wave. Runup on the Diesel Fuel Oil Pumphouse is calculated to overtop the Building from a 4.6 ft wave. Runup on the Colt Emergency Diesel Generator Building reaches 40.0 mlw from a 4.7 ft breaking wave along the north transect. , Runup on the Supplementary Fuel Oil Housing (_s reaches 30.0 mlw due to 1.5 ft waves from the north and northwest fetches. The static and dynamic effects of waves on these structuges are discussed in section 3.4. O 2-4 November 1985 j
TABLE 2.4.1-1 .f~) (,,/ HYDROLOGIC CONSIDERATION OF SAFETY RELATED EQUIPMENT Elevation to which Safety Related Equip-Lowest Floor ment is protected Structure Elevation (ft mlw) from flooding Colt Emergency Diesel 20.5 Building openings are Generator Building protected from water intrusion under flood conditions to still-water at elevation 26 mlw plus associated wave runup. I) Supplementary Fuel 15.0 Building openings are
\- ' Oil Building protected from water intrusion under flood conditions to stillwater at ele-vation 26 mlw plus associated wave runup.
Electrical Vault 16.0 Building openings are and Access Structure protected from water intrusion under flood conditions to still water at elevation 26 mlw plus associated wave runup O O 2-5 November 1985
Section 2.5.4.12 Techniques to Improve Subsurface Conditions (% (Page 2.5-57, Acceptance criteria for the densification was paragraph 3) based on standard penetration resistance (N y values) which are in turn input to the liquefaction potential analytical method suggested by Seed, Arango, and Chan (90). The results of the analysis clearly demonstrate that the vibroflotation method succeeded in densifying these soils sufficiently to preclude liquefaction in the event of a DBE. Appendixes 2M and 20 have detailed descriptions of the areas densified as well as the results of the verification SPT borings and the liquefaction analysis. Based upon results reported by the Stone and Webster Engineering Co., the existing soils underlying the (proposed) location of the electrical vault and access structure are dense enought to preclude liquefaction due to the Shoreham DBE. Therefore, soil densification is not required in this area. f-~s () (LIL-28332). O O 2-6 November 1985
APPENDIX 2 0 t REPORT ON
. VIBR0 FLOTATION I
1 1 . PREPARED FOR LONG IS1AND LIGETING COMPANY EICKSVILLE. NEW YORK
.i 1 -
l' Prepared by i G. L. Maloney i
?
I I i j- April 1984 9 !l. i' STONE & kTESTER ENGINEERING CORPORATION i
's
. = .- - - - - .. . ._-
TABLE OF C0hTENTS Section Title Pare 1 EXECUTIVE SLWJJLY . . . . . . . . . . . . . . . . . . . 1 2 SITE SOIL INVESTIGAIION . . . . . . . . . . . . . . . . 3 3 ANALYSIS OF ETTECT ON EARTHQUAKE LOADING. . . . . . . . 6 4 DISCUSSION OF RESULTS,. . . . . . . . . . . . . . . . . 12 5 SOIL DENSITICATIC.N EFFORT . . . . . . . . . . . . . . . 13 4 6 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . 16 7 REFERENCES. . . . . . . . . . . . . . . . . . . . . . 18 APPENDIX A - BORINO LOGS
\
I e 9 h 9 4 3D1-1160041-280 i
, _ . ~ , ., _ _ _ . . . . . - . _ ._ _ - _ . _ _ _ _ _ _ _ _ _ _ , . __
5
.- LIST OF FIGURES Fleure Title 1 Boring Location Plan 2 in Situ Densification Area and Verification Borings DG20-28 3 Gradation Curves for DG Borings Nos. 2, 3, and 5 4 Gradation Curves for DG Borings Nos. 5 and 6 -
I 5 Gradation Curves for DG Borings Nos. 6 and 8 .
, ; 6 Gradation Curves for Boring DG-10
\ a;f 7 N Value Correction vs Effective Stress
-8 .
y}[StressRatiovsDepth,NewDieselGeneratorBuilding i Area, Shoreham Nuclear Power Station
.;)f.'
V ' { 9 Cyclic Stress Ratio vs No. Cycles to Cause Liquefaction, j N Based on Corrected Blow Counts (Ng ) - *
, 10 Corrected Blow Count Plot for Shoreham Nuclear Power Station Diesel ' Generator Borings Nos. DG-8 and DG-02 11 Corrected Blow Count Plot for Shoreham Nuclear Power j Station Diesel Generator Borings Nos. DG-10 and DG-3 12 Corrected Blow Count Plot for Shoreham Nuclear Power Station Diesel Generator Borings Nos. DG-7 and DG-6 13 Corrected Blow Count Plot for Shoreham Nuclear Power Station Diesel Generator Borings Nos. DG-16, DG-15, DG-14, ,
, DG-13. DG-12, DG-11, DG-9, DG-5, DG-4, and DG-1 14 Vibroflotation Conpaction Sequence I 15 Gradation Curves from Vibroflotation Literature 16 Relative Density Plot of Shoreham Nuclear Power Station SPT Results Be49;c.,and After Densification - Before Densification.Da-6 and DG-7; After Densification DG-26 17 Relative, Density Plot cf Shoreham Nuclear Power Station SPT Results - Before and After Densification - Before Densification DG-8; After Densification DG-25 18 Relative Density Plot of Shoreham Euclear Power Station SPT Results - Before and After Densification - Before Densification DG-2; After Densification DG-23 IDI-1160041-280 11 i
. - - . - . . ~ - -- _
I l l LIST OF FIGUPIS (Cont) Fit-are Title 19 Corrected Elow Count Plot for Shoreham Nuclear Power ~ Station Diesel Generator Verification Borings Nos. DG-27 DG-26, DG-24, DG-22, DG-21, and DG-20 20 Corrected Blow Count Plot for Shoreham Nuclear Power Station Diesel Generator Verification Borings Nos. DG-28, DG-25. and DG-23 9 i G e
- f ,
9 . B31-1160041-280 111 J L
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~
. e-SECTION 1 T-1 EXECUTIVE
SUMMARY
De
. . 3 This report describes geotechnical activities associated with the field '
investigation, analysis, and soil densification that were perfomed in
- f. areas of construction for the new Diesel Generator Building (DGB),
Category I Tual Oil and Electrical Lines, and Supplemental Fuel 01'1 Tanks at Shoreham. . The objectives of the geotechnical activities were to investigate the are'as proposed for the new facilities, to assess soil conditions, and to - recommend any necessary soil improvements to support the construction . efforts. Infornation was collected for these activities with a total of 17 test borings drilled during the autumn of 1983. J.nalyses were conducted of the soil resistance to earthquake loading using [ soil strength parameters developed fron the results of test borings. The I. outcone of these analyses revealed that there was an inadequate margin of i safety against liquefaction in so:ne the of areas investigated. $ e Densification of soils in areas to the south of the location of the new DGB . , was recommended. The soils underlying the new DGB did not require in-situ densification based on the soil resistances encountered in the investigatory soil borings. i l BDI-1160041-211 1 4 L
- . =. . .
.. . . - ~ . . - .-. . . - . . . - .
In-situ soil densification was performed between November 21, 1983, through December 20, 1983, by the Vibroflotation Foundation Ccmpany using a process of water jetting and vibration. A total of 265 vibroflot probes were made at the site in the areas of the Supplemental Fuel Oil Tanks and the .. Electrical r.nd Fuel Oil Lines. t Follos.-ing the in-situ densification program, verification soil borings were ' takan to demonstrate that the in-situ densities were adequate. Contract
- requirements stipulated achievement of .a mininnun relative density of 70 percent. Standard penetration test results indicated that the level of soil resistances achieved with vibroflotation was more than satisfactory l and that the resulting densities were all above that required.
i! , t [
- i .
- i i
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J ll . O BDI-1160041-211 2
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~ ~ . . . , -
l l n V SECTION 2 i
,. . SITE SOIL INVESTIGATION 4
Ten preliminary soil test borings (DG-1 through DG-10) were drilled in , I October 1983. These borings were drilled to pensure soil resistances and i I to obtain sat:ples to evaluate engineering properties. The areas - investigated, as shown on Figure 1, were at locations of the following facilities: o Two proposed sites for the new Diesel Generator Building (DGB) .i
*D o Supplemental Fuel Oil Tanks t ! o Category I Fuel Oil and Electrical Duct lines between the i
Supplemental Fuel Oil Tanks and the northern DGB site. Seven additional borings (DG-11 through DG-16 and DG-18) were drilled in i November and December 1983. These were drilled to supplement data at the ' i selected site for the new Diesel Generator Building. A final nine borings (DG-20 through DG-28) 'were drilled in . December 1983, to verify that the performance of in-situ densification program was acceptable. The locations of the DG borings are indicated on Figures I and 2. All DG series borings were drilled by Soil Mechanics Drilling Corp. of Seaford, L.I. Boring logs are included in Appendix A. BD1-1160041-211 3
,_ _ _ , - , , , , , , _ _ - + r,- -- - - - --
Equipment used to drill the test borings consisted of a truck-mounted, Central F.ine Equipment rotary drill rig; 6-in.-0.D. continuous-flight, hollow-stem augers; and a Gould water pump. A 140-lb drive weight assembly, "A" rods , and a 2-in.-0.D. split-barrel sa=pler were used in
- Standard Penetration Testing (SPT). '
1 The general procedure used to advance the borings was as follows. Augers were advanced in 5 f t increments. A plug bit was used for drilling above t the phrastic level. Once groundwater was encountered, augers were advanced without the plug bit, and the hollow stem was cleaned by washing. A concerted effort was made to minimize the disturbance of the soils below the auger tip during the washing process.
) Standard penetration testing and sampling were conducted through the hollow stem of the auger, with the split-barrel sampler attached to "A" rods.
Blows of the 140-lb hannser falling 30 in, were repeated until the sampler s
- had been driven at least 18 in. The number of blows required to drive the
! ~ sample each 6 in. increment was recorded, s-ith the number of blows required to drive the final 12 in, recorded as the material's "N" value. Upon completion. each boring was backfilled by " feeding" sand into the auger flights while the suger was being reversed out of the hole. Care was taken in the backfilling process to force the soil into as dense a state as possible. Sa:ples taken in the DG series borings confirmed that the soils were predominantly fine sands. This is de=enstrated by the gradation
- characteristics shown in Figures 3 through 6. Silty sand was encountered ED1-1160041-211 4
l l i l
,~ l l
, in several locations at depths of i.pproximately 70 ft (approximately EL -
50 f t MLW). Soil resistances, N values as measured by the SPT, increased, in general, from south to north. The looser soils were generally encountered south of the existing Tuel Oil Tanks (see results from Borings W3 and W10). The 1
- most competent subsoils were located in the area of the Diesel Generator
- 2 Building, to the west of the Screenwell (see results from Borings WI, W 4, W 5, W 9 and W il through W 16).
1O f k b 4 f EDI-1160041-211 5
SECTION 3 r- - ANALYSIS OF EFFECT OF EARTHQUAEE 1,0ADING . l
. I 1
As described in previous sections, an extensive subsurface investigation ' program was conducted to collect sufficient data with which to estimate the
, susceptibility of subsurface soils to liquefaction. SPT "N" values were f
normalized (referred to as N gvalues) and compared with published empirical and laboratory test-based relationships of liquefaction potential. It was concluded that a potential for liquefaction did exist in areas south of the . (,! new DGB investigated. Soil densifice. tion was reconsnanded for those areas t (see figure 2) that did not exhibit a clear margin of safety against the la 1 f A possibility of liquefaction during a seismic event. In-situ densification. 1 by vibroflotation, as described in the following section, was performed. j Results of a post-densification analysis indicated that the in-situ densification was successful in significantly improving the soil resistance b i 1 B and thereby providing a large margin of safety against liquefaction. The [ bases of the evaluation of liquefaction potential are described in detail 1 below. I L During an earthquake, stresses are developed in soil due to wave motions resulting fron ground shaking in an underlying rock formation. Repeated cyclic stresses in loose, saturated sands can eften result in the
~
development of very high pere pressures. It is possible for certain soil l I types, notably fine sands at lov density levels, subjected to sufficient g stress level cycles, to lose virtually all their resistance to deformation. I BD1-1160041-211 6
i l l 1 l When this happens, large movements can take place, and the soil can be said to have liquefied. ' Given the cyclic shear stress ratio and number of equivalent cycles of earthquake loading, it is possible to compute values of N g that denne a boundary of liquefaction potential. Comparison between Ng valuu , calculated from SPT results and the computed N 1 boundary limit allows 1 characterization of a site as either liquefiable or not for the design - magnitude of earthquake shaking and required margin of safety applied. The two most common procedures for evaluating liquefaction potential of a saturated, cohesionless soil are 1) to use empirical correlations to characterize the . sita, or 2) to use laboratory tests simulating field
,!- conditions to assess the soil behavior. .
t Empirical correlations were used to evaluate the liquefaction potential of the soils underlying the areas of diesel generator related construction. Impirical procedures, similar to those used to analyze the service water i system soils, as described in the FSAR Appendix 2L, were used because of the large quantity of data already collected at the site. These data were compared with similar data that are available in published literature for sites that have experienced earthquakes. The laboratory testing procedure I of evaluating liquefaction potential was not used because of the problems i of obtaining high quality, undisturbed samples, which are necessary to obtain meaningful results with a laboratory testing approach. 3D1-1160041-211 7
N
. )
The standard penetration resistance (N value) was the characteristic soil parameter used to evaluate liquefaction. It is generally recognized that there are inaccuracies inherent with the use of the standard penetration test (SPT); however, most of the available field performance data are correlated to this index. Recognizing this, as indicated earlier, a concerted effort was made to ensure that consistent and high quality SPT data were obtained during the soil test boring program. Most of the current empirical liquefaction correlations use normalized data. This is done to account for the affect of overburden pressure. N values are normalized using the following equation: I t Ng=hN v where: Cn - f(overburden pressure at depth of SPT) N = SPT blow count Ng = normalized blow count . corrected to e serburden precsure of a, 1 tsf The relationship between Cn and effective overburden pressure is shown in Figure 7. Cyclic shear stress ratio is a parameter which is used as a measure of expressing the liquefaction characteristics of a sand under level ground conditions. This ratio is defined as the average horizontal sheer stress ED1-1160041-211 8
f b
)
- J (rh) m induced by an earthquake divided by the initial effective
,. overburden pressure ( E,,) on the soil layer involved.
iI The cyclic stress ratio developed during earthquake shaking is computed using the following equation: (Th ) ave = 0.65 g - d
. Vo Vo lt where:
't l .] Amax = maximum acceleration at ground surface (= 0.2g)
.l e,=
y total vertical stress e,= y initial effective vertical stress reductica r = stress d factor which accounts for the y deformability of the soil I e Cyclic stress ratio varies with depth. At the Shoreham site, the maximum and minimum values of this ra-io in the top 66 ft of soil occur at approximately 35 ft and 10 ft, respectively, below grade. The stress ratio
, distribution is fairly uniform; the minimum value is less than 30 percent l,
lower than the maximum. The shape of this distribution with depth is shown on Tigure 8. 4 The Kg boundary limit was computed from a series of curves developed from data published by Seed (P.ef. 6). *hese curves are shown on Tigure 9. The i BDI-1160041-211 9
l . *O ! ' _tg number of cycles of loading was estimated using the following published '. (refer to Seed, Idriss, and Arango) results of statistical studies. 5 i Earthquake \: Marnitude Number of representative eveles at 0.65A max 8 1/2 26 , 7 1/2 15 6 3/4 10 6 5-6 - 5 1/4 2-3 The " maximum earthquake" for Shoreham, as stated in the FSAR, is defined as a Modified Mercalli Intensity VII (MM) event occurring adjacent to the 1 plant. To use the above relationship to estimate number of loading cycles, )
'it is necessary to input magnitude not HM Intensity.
Therefore, the following relationship proposed by Nuttli and Herrmann (1978) was used to equate these parametsrs: Io-2ab - 3.5 I-where f Io = maximum Modified Mercalli Intensity b a b
= body wave magnitude l
This expression equates an MM intensity VII event with body wave magnitude of slightly less than 6. The appropriate number of representative cycles of loading should, therefore, be in the crder of 5 to 6. However, to be BD1-1160041.-211 10
conservative. 8 cycles of loading were, assumed for the liquefaction , analyses. The boundary formed by computed y N limit values with depth (using a factor of safety of 1.0 and 1.3 on the cyclic stress ratios) are plotted on Tigures 10 through 13. Plotted on the same figures are SPT results from the DG series borings at the site. The borings are grouped by areas. For
, axample. Borings W2 and W8 (see Figure 10) are both in the reactor haul i
i road west of the office building annex. Borings W3 and W10 (see Figure
- 11) are in the area south of the existing fuel oil tanks, and so on.
~
I r 6 9 e BD1-1160041-211 11
O SECTION 4 DISCUSSION OF RESUITS l i_. Results of SPT
- tests conducted at the location of the proposed facilities I
,, in October through December 1983 were normalized and compared with published results from sites whare field performance during cyclic loading was correlated. The cyclic loading at Shoreham was calculated based on a ! level of shaking corresponding to an earthquake of HM Intensity VII and a saximum horizontal ground surface acceleration of 0.23 Eight equivalent f cycles of loading were used as discussed previously. Normalised SPT data were plotted against calculated limiting values (see Figures 10 through j , 13). These results were evaluated, and it was concluded that a liquefaction potential existed in the following areas:
l o South of the existing fuel oil tanks (See Figures 1 and 11) t o North of the existing fuel oil tanks (See Figures 1 and 12) A marginal potential for liquefaction existed along a portion of the lines from the ares of the new diesel generator building to the supplemental fuel oil tank location (see Figures 1 and 10) . Remedial measures were recommended to improve the soils in areas where the margin of safety against liquefaction was insufficient.
\
331-1160041-211 12
l
. . . . - .. .. ---... ... . --- -- ... . . . . . . . . _ . . . . . . . _ . - _ . _ . l l
O
'b . SECTION 5
; SOIL DENSITICATION ETTORT I
Densification of soils in the areas of the supplemental fuel oil tanks and Category I fuel and electrical lines from the tanks to the new DGB location , was recomunended based on results of analyses of the potential effect of earthquake loading on soils. in-situ densification was recommended because
; of the need to improve the soils to depths as great as 45 ft and because the technique was successfully used previously at the site. An excavation and replacement program would have been a very expensive and time-consuming alternative.
The method used to densify the sands in-situ was vibroflotation. This process, which densifies granular soils by vibration and saturation, was previously used (January to May 1977) at the site to densify soils in the general area of the screenwell structure, along the service water line and at the diesel generator fuel oil tanks. Vibroflotation Toundation Company of Pittsburgh, Pennsylvania, was the contractor for both the 1977 and 1983 in-situ densification programs. i j An illustration of the vibroflotation process is shown in Figure 14 This process consists of lowering and jetting a vibrating probe into the ground under its own weight to the required depth of penetration. When the depth of penetration is reached, flow is diverted from the lower jets to the upper jets. This keeps a channel open for backfill. Backfill is supplied BDl-1160041-211 13 i
A
~
to the area around the probe with a front-end loader. Laborers shovel the
, sand backfill into the annular space around the probe, filling the void as the probe is withdrsvn. The nominal rate of withdrawal is 1 ft per minute i
,t through sones requiring compaction. ,( . The pattern spacing of the probes (8 f t x 7 ft) was reconnnended by the - contractor. It was selected based on the gradation of soils to be densified and on the specified re.quirement that a minimum relative density of 70 percent be achieved. An indication of the gradation distributions of
~
\
- soils within the densification sone, of the backfill used, and of those 1
asterials suitable for the process are shown on Figure 15. Standard penetration testing was used to verify the performance of the in-
\ situ densification. Nine SPT borings were randomly spaced inside the area
' densified. Several borings ( W 23 W 25 and W 26 ) were purposely
- i
! located near to pre-densification borings (W2, W8 and W6) in order to l
j provide a before and post-densification camparison (see Figures 16 through 4
- 18) of relative densities.
l Results of SPT testing from before-and-post-densification borings are , plotted on Figures 16 through 18. These figures illustrate that the ( required minimum relative density of 70 percent was achieved without ! exception. They also show the anount of increase in soil resistance and i relative density in the zones densified.
)
i , i Analysis of the results from the post-densification borings showed the l
, improvement in resistance to liquefaction. These results are shown on i
s B31-1160041-211 14 i
_ _ . . - . . . ... . - . . - . -- 1 4 i i Figures 19 and 20. It was concluded on the basis of these results that an h adequate margin of safety against earthquake induced liquefaction was achieved. i f 4 i i
. r i
- il
- i. ,, !
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, 3D1-1160041-211 15 i
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. - - - - - - - . ~ - - . . , . , _ . - - . - . _ _ , - - . - . - . - - . -- .- - . _ , , . - . - - - - , - _ - -. . . - , , - . . - - - . - - .
. _. .. . ..~ . . -. --. _ .. --
- SECTION 6
!. - i
- 1 CONCLUSIONS in October of 1983 a subsurface investigation was initiated to allow evaluation of soil properties in the areas proposed for construction of new
, Diesel Generator yacilities. Results from a series of Standard Penetration Test (SPT) borings (DG-1 through DG-18) revealed that the soils were mostly fine sands with varying densities. Bovever, the SPT measured at 5 ft intervals, varied significantly across the area investigated.
Analyses, based on empirical data, were performed to evaluate the l.O/ i liquefaction potential against earthquake-induced soil liquefaction. The magnitude of earthquake used was the ' design-basis earthquake with maximum horizontal acceleration equal to 0.2 g. Eight significant cycles of loading and a minimum factor of safety of 1.3 were also assumed. Results of these analyses were displayed as limiting values of normalized b2cv l count values (Ng ) against which actual data from the proposed site SPT borings were compare!. Comparison with limiting Ng values versus site data revealed that there f i were areas which did not possess sufficient strength, to preclude the possibility of earthquake induced soil liquefaction. Soil densification was therefore reco=nended. . ED1-1160041-211- 16
l I . .. . 1 l
-! i-l t 1
,; l a !.
; Soil densification by vibroflotation was performed in November / December i
1983 by the Vibroflotation Foundation Company. Areas densified are shown on Figure 2. 1 4 I I i i
. I !
i + ; 1 r l
. s e
l . 3 j ! i l
- b 3
i lI j . ', I 4 i i i i i V t ~ i, I 'k . 1 i if l i i, l f a 1. 7 e r i EDI-1160041-211 17 t
~
NO !
't V
- SECTION 7 3
f RITERENCES
- 1. Seed, H.E. Idriss, I.M., and Arango. I. (1983), " Evaluation .of '
Liquefaction Potential Using Field Performance Data." ASCE, JGED, Vol. !
, 109, No. 3. March, pp. 458-482. .'
1 I
- 2. Seed E.B. (1979), " Soil Liquefaction and Cyclic Mobility Ivaluation for Level Ground During Earthquakes," ASCE, JGED, Vol. 105, GT2, February, pp. 201-255.
(. and Idriss.
; 3. Seed, B.B. I.M. (1971), " Simplified Procedure For : ; Evaluating Soil Liquefaction Potential " ASCE, JSMFD, Vol 97, SM9, f
September, pp. 1249-1273. l'
- 4. Christian J.T. and Swiger W.T. (1975) " Statistics of Liquefaction and SPT Results " ASCE, JGED, Vol. 101, No. CT11, November, pp.
1135-1150. - l !
- 5. Lee, K.L. and Albaisa, A. (1974), " Earthquake Induced Settlements in i
Saturated Sands," ASCE, JGED, Vol. 100. No. CT-4, pp. 387-406. I i r
- 6. Seed. H.B. (1976), " Evaluation of Soil Liquefaction Effects on Level i i
Ground During Earthquakes," ASCE Annual Convention. Sept. and Oct. l t i I i ED'l-1160041-211 18 l l
s
- 7. Brown, R.E. (1976), "Vibroflotation Compaction of Granular Hydraulic Tills," ASCE Water Resources and Ocean Engineering Convention April.
^
- 8. Vibroflotation Foundation Co. Marketing Literature 14
- 9. Shoreham Nuclear Power Station, Final Safety Analysis Report, ,
Appendix 2L. t
- 10. Nuttli, O. and Herrmann, R. (1978), " State-Of-The-Art for Assessing Earthquaka Hazards in the United States," US Army Corps of Engineers, Misc. Paper 573-1. ,
6
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STONE & WEBSTER ENGINEERING CORPORATION GRADATION CURVES EkstMT 4.0. ausett A ERP.,0AAtsoss TYPE Amo muestER [ LILCO 11600.41' DG-30 RINGS #2, 3 AND 5 [ SITE Daft sAasekt musastas SNPS 3 JAN 84 2/3. 3/10 AND 14. S/2 PREPA4tb DT CMtCKte ST '
~
CLM SPR PCR CENT FNIER SY WEI6off
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ans
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li f t i ilill . ii E[ o y e e g s r r s = = b s' E e e e e g , l!is i esiii:1 !iiiiiiii 'ii tl Italis i i t i l l i i t C"', ,
=
5 l ll ll Il l I il lil 11 'llill II ll l Ill : ! ,' r iiiii. ii . i.i i!ini.,iiii iiiiiiiiiiiiiiii i:ii ii! g ,s ,
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-.. .. -- .. . . . . - - - - - -- --+ -- - - - - - - - - - - -
f FIGURE 4 STONE & WEBSTER ENGINEERING CORPORATION GRADATIOffCURVES b n. staff J.o. husset R E.KPJRATsDas TYPE Aaep huassER
.LILCO 11600.41 . DG-BORINGS #5 AND 6
, 8iTE ~
. 04TE . Sha08LE NWasSERS SNPS 3 JAN 84 -
5/6 AND 9, 6/3 AND 8 PREPARED SY CMECKED SY " CLM SPR een ces 7 rs=ca av wreswr
. U e e e a e e .e n
is . see . r =- g -
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- E ~ m' ~_
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=
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" ,,uiiniu,i i i onii niinitin u iiin u niiii x af S e e c . .:
% e e o o o e g g a g g
, era crut attainco sv wriswT u . g g h g
. .. . . . . . . . _ . . - . .... ._ . . . . . . ~ . .
- FIGI'RE 5
~
STONE & WEBSTER ENGINEERING CORPORATION GRADATION CURVES
-V Cbith? . 4.0. asualBE R EAP60RATIJet TTPE AliD IuWeBSER LILCO 11600.41- DG BORINGS f.6 AND 8 44TE DATE saaspLE asuasstas
-~
.SNPS 3 JAN 84 6/10 AND 8/6 AND 11 PREPARED ST C84ECKED ST CLM SPR
, PER CENT FisIER Sf WE.SMT f- y 2 2
- 2 2
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- ii! ti i! iiii s t i t ii n g S e :
'a e i i i i . i i si i i i: i i i i i i =i i i (" l ? y'.y PER CENT RETAlteED SY WEISKT M
FIC"JRE 6 STONE & WEBSTER ENGINEERING CORPORATION GRADATION CURVES
.O
~
CLENT LILCO 4.0. mumBE R 11600.41 EXPLORAT Ost TYPE AseD esuasaER Eoring DG-10 SIT E 04TE SaasPLE seWessERS SNPS 3 J AN 84 3, 8 AND 10 i
- l PasPanto sv catcasa av CLM ' SPR Pcn etm7 risern er wtssNT I
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- 7 "
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! 8 iiiisies.iiits iiiiiiii.i iii,i,is iiiviiii iiirrl
- .Q E F sS f
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e i is i i e si il i i i n ti ii i i ii i i iii i i i i i ii i n i, i i ii ,,, g y 5 3 5 a e a s , 2 e 8 g 7 7 7 PER CENT RETAINED sY WEIGMT U M E ,E E
Cu = N, / N O C.1 0.2 0.3 0.4 0.5 0.6 0.7' O.8 0.9 1.0 1.1 1.2 1.3 't .4 f.5 i i 8 i i e a i a a i 1 e a I - 2 -
- l. 3 -
t. 4 - i
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<=
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m W [ 11 - LEGEND } S GIBBS AND HOLTZ (1957) RAW DATA 32 - g LINEAR EXTRADOLATION (N vs P,) OF GIBBS AND HOLT (1957) DATA Nga BLOW COUNT CORRECTED TO Fys 1 TSF g3 _ . N : UNCORRECTED BLOW COUNT , 14 - h 15
. TIGUF2 7 N VALUE CORREC. TION vs EFFECTIVE STRESS Ns SHOREHAM NUOLEAR POWER STATION-UNIT I
Stress natio 65 /4) ( 10 2) 0 2 4 6 8 10 12 14 16 18
, , . , , , , e e e = s s s s e s tr
- 1Q." T l .
2Q . . n - I LO.- . O f U - 52 .
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I.,y = averzge earthque.ke induced shear stress 6, 8 effective vertical stresa FIGtT.E 8 i i Stress F.atic Versus Depth l New Diesel Gen. Eldg. Arec Shoreham IFS
, (
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/
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l llllI I I i i r I I i I l W RI l i I
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e I t i i l i p I l' i l \\ i o I i q n t 65
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/ n/ / / / / / / / i / 4 i / I i i i i i I i 1 I er i *
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- i. o f /\ / /s / //A// / / / / / > / ) /) / / / ll I ?$
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; , l* , ; , $i
. . . , , ie l l ! ! f l t l t i ! f $
G k N N E N O k I 6 kO N kO o $ o o 6 6 6 6 6 6 0 O 6 6 6 6
"@/J,' Olive SS2W1S Ol73A3 -
I'
, , - . . - , ~ - , . , ~ , , , . . - - - - - . . - , . . , - - - - - - - - . - - , , , , , , , - , n, - - , . , , - - ..,v_,,,_., - - . ,-----.--n-a,-- -.,e v- ---r--n,g,.,n._-r,-- n- , , - - , - - - -
, FIGURE 10 Pnot Mc.
j STDNE & WEBSTER EN3!NEERIN3 CORPORATION PRELIMINRRY
- i. CORRECTED BLOW COUNT PLOT ITrn ettemT LILCO: SHOREHRM NUCLEAR POWER STATION J.o.we. 11600.02 suestc7 DIESEL GENERATOR BORINGS DATE If.*,of M Y 3.
OG-8 & 0G02 entcuro av sasEo on COMPUTER RUN S1630000 DN 01/20/84 AT 08 3515 PRooRan GT-004 RELDEN VER 04 LEY 01 - COMPILED ON 78 219 AT 14 12 34 i1 - - !! N1 (CORRECTED BLOW COUNT) 0 10 20 30 40 0 F9=1. 0 FS=1.3 A 7 o e i . i e c { . O . . [ [2 -
+
O } .. i - -
, g (f) .
C/> 3 -
'f 9 ' **
W
. ct;' O o '
- , I--
fl C/3 O O W e e
> 4 -
~
I-- o U O W L u_ 0 w 5 - I A 5- a
'7 ,
= N1 FOR MIIG LICOun0MCN W.ED l 2 On'R IN 8 CYCIE5 (8 cyc = S'GS DEI) N1>d2 O SAND GIBBS & HOLTI
- DTHER
..w
.O FIGURE 11 STONE & WEB!TER ENGINEERING CORPDRATION CORRECTED BLOW COUNT PLOT p gg ug, PRELin!NaRT rien curwT LILCO: SHOREHRM NUCLERR POWER'STRTION J.o.me. 11600.02 -
~
sue.rt:T DIESEL GENERATOR 90 RINGS onTE ([:al64-er E M . OG-10 & 0G-3 cntexto er easto ON COMPUTER RUN S1630000 DN 01/20/84 RT 08 35 15 Paoonan GT-004 RELDEN VER 04 LEY 01 - COMPILE 0 ON 78.219 RT 14 12 34 N1 (CORRECTED BLOW COUNT) 0 10 20 30 40 O , . . . FS=1.0 FS . 1
'7f=1.3 .
1 - e , .
.g O
~
E 2' " . m -
.s
. x.
6 e .
. . m...:
8a s . m 3 LLI
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L
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o g u
- e.
w e w L:_ L w.5 - e th i 6 - ( O - I
- n1 m. mes :2cem:2ce mam OCI"a Ei 8 C' !C~.E5 (8 cyc = Sh?S DEZ) e SED GIBBS & HOLTI
- OTHER L
TIGURE 12 O
,,g ,,,
STONE & WERSTER ENGINEERING CORPORET10N PRELIMINARY CORRECTED BLOW COUNT PLOT ITEn et.itWT LILCO: SHOREHAM NUCLEAR POWER STATION J.o.me. 11600 02 . tff.o{64- evN.
~
suost:T DIESEL GENERATOR BORINGS caTE { DG-7 & DG-6 carento av
._ sesto on COMPUTER RUN S1630000 ON 01/20/84 RT 08 35 15 Pnoonan GT-004 RELDEN VER 04 LEY 01 - COMPILED ON 78 219 RT 14 12 34 N1 (CORRECTED BLOW COUNT)
O 10 20 30 40
..~.....g , , , , ,_
e FS=1.0 IS=1.3 1 O O O , .
^
2 O w - U3 *
- gl: -
t (f) 23S6 . ' . . l Cf3 3 - ca. e W .
% C6 e f ~
i O e e W e e
> 4 -
~
W e U W e (, w - O
, g w 5 -
e 6 - I O , '
= N1 It?.1:EIcn LIct%__ ~nct: 1c2.0 l 0:::17. m S C1*"IZS (8 cy::: = S IPS IEE) Ni>d2 C SAND GIBBS & HOLTZ
- ODER
FIGUF2 13 r- Pao no.
$!ONE & NESSTER ENGIN!! RING CORPORATION PRE'. lf.!NART
, CORRECTED BLOW COUNT PLOT Ittn j
l ca.Irwr LILCO: SHOREHAM NUCLEAR POWER STATION a.o.wo. 11600.41 susarci DIESEL GENERATOR BORINGS DaTE av O G- 16.15.14.13.12.11. 9. 5. 4.1 - entexto er ansto on COMPUTER RUN S1630N02 ON 12/12/83 AT 18 10 22 PRoGRan GT-004 RELDEN VER 04 LEV 01 - COMPILED ON 78 219 AT 14 12 34 i N1 (CORRECTED BLOW COUNT) l 0 10 20 30 40 l
. _ . _ . . ._ . 0 , , , .
+20 0 , ,
MEDIAN N1 FROM e e FS=1. S=1.3 DG-1,4,5,9,11, . 12,13,14,15,&l6 i O I O O , , O, O ll' _ 1
+10 l 11 O O O O y l<- ,
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eg. ,:0 [2 -
---- 0-6-~ -- ' ' s C# '
e O_ m-
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8 ~ -10 M g 3 9 qb- O O 80 e g O -20 e @ - H - O l f.f) 0 0 0 e
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-30
> 4 -- -.-
eO e %, O j W *
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, e -
-50 r!
! O h O 1 -60
$ f. .. g . . ._. . _ . . - . . . . .
I t o O N-70 O.- v Il
'/' , __ ._ , ,- -50 '
b = N, ^70?, k'HICH LIQUEFACIIO's k'001.D ! OCCL7 IN S CYCLES (6 cyc = SNPS D3E) H;>4 O SRC GIBBS & HOLTZ .
O O O 4 l
! $ 1 j "
i[; i! @ d'j j (*- j He
! 1 e
I i -
. ,I .
^ '
~ ^ ~ ' ' ' ~ ~
] ) l . _ .
H- , , _ _
., ,4 =
i . 1i ! Vibeattel la positioned over spot to be . 21
. Waler is puenped in fastes than ll can *
; .3.
Water is swllched,from the lower to i i '4Compattion lakes place during the e compacled anel its Ibwer tel is Itwn ' ;dealn sway into the subsoil. 1his l Ihe top jets and the pressuse is to- j one. tool-per-minute hits eshicle seluen opened full. . . creates a momentary
- quick" condi-I duced enough to allow water to be . the Vihtottot to the susface. First, the
; tion beneath the lcl which permits the i teluened to the surface, eliminating silnator is allowed to opetale at the q
} Vibrettet to settle of its own weight
- s any arching of backhlt matesial and - holloen el the crater. As the sand
] : and viination. On typical slics, the ; ; facilliating the contimeous teed of ' particles density, sticy assume thrie t Vibrettet can penelsale 15 to 25 feet ; l backhlt. ' most connpact toem. By saising the ,
- In appiosiniately 2 minutes. e
, sehratot slep by step and simulta- , neesisty backfelling wille sand, the j entire depth of sollis compaa teelinto I a hand cose.
FIGURE 14 VIBR0 FLOTATION COMPACTION SEQUENCE i
Q C\ b~ d V SIEVE ANALYSIS HYDROMETER ANALYSIS .
., P $
n.,,,..... i . . .. ... . ......m..... .. .. s.n .. .iu .. u . . g t g
.. . ! ! _3 s i 1. . e s: s e Aase 8 I Esss " s sIIIII i i_ P q C
. = _1 _ -
K g) q
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d3 i,, C J o g
} - - _
~
v - c ,
" 88
- . r_ '
7p T-9
~~
4 _. i
- _, ,i;l so Z RANCEOFCRAINp-- ik K so t's VIB~'ROFIRTATION
. !\
Z SIZE DISTRIBITTIONSZ ---
-0 _ _
] g
; FOR BACKFILL USED t- - - -
M ED___ _ _ g g 1FOR SOILS WITI \ so- IN VIBROFIRTATION [ z - - - -
,, g Q 3 - - - 1 :
SOILS WITil CRAIN SIZE -
- s CRAIN SIZE DIST-~ ,,,.
[g Z _
$_ E Z Z Z ~ jFAI. LING WITilIN- - ~
Z DISTRIBUTIONS
~~
y* I
.,_ L-T
,Ti!IS ZONE. y{ -
ENTIRELY WITilIN TilIS . j g . 3 -:
-e - - --- - -- ',
f p i , = . _] ZONE ARE DIFFICULT To n o R - - - - - - g- - - - -
-{ - - -
s ; COMPACT WITil - - a 3 o y ._ _
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VIBROFIETATION.h Z **
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.'RANCE OF CRAIN SIZE DISTRIBUTIONS IN SITU MATERIAL WITilIN :
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N *-* a DENSIFICATION AREA. 2 $ t If - so I p_ _'
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-' VIBROFIETATION HAY- -- -
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g-( 7 -._ .. __ ._ ,., s. w so -BE IIAMPERED BY : - ( so tis _. t_ _ _ -__ , _ _f . f._.-x N se e
-. CRAVELS. /
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; ;;g;; y 4 a o o o -
a
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...as sin e. .ituisetr.s g % l$ 3gI 3 8 I
g s = COB 81.ES coa.se i GRAVEL es.c coa.se i meneva SAMD i re.t sit t o. co n FINCS [
, n, . . . ,
m,
, b CJ O id Fron Vibroflotation Foundation Company Literature. $ I
h Samples frone Borings IX;-2, DC-6, and DC-8. O h Samples taken from backfill used with vibroflotation densification. O
=
t _ *n's
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l
. 1 FIGUFJ 16 past us.
STONC & lESSTER fMGINEERING CORPORATION PRELinlemurf RELATIVE DENSITY PLOT tren ; ettent LILC01 SHOREHRM NUCLEAR POWER STRTION J.o.me. 11600.41 . sus.act 5?T RISULTS - N A2D MTER ICSITICA"'ICN emit M*5Ii3 BT i"77tdes ar -u e DE'sIFIGTICN DG-6tDG-7, MTER DDSITIO."'ICN DG-26 entcuto BY aneen ou COMPUTER RUN S1630200 ON 12/27/83 AT 16 55 57 roooenn GT-004 RELDEN VER 04 LEY 01 - COMPILED ON 78 219 RT 14 12 34 N (BLOWS PER FOOT) 0 20 40 60 80 100
- -- 0 . . . . 20.o
- -- ~ ~ - - _
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- m. g E.. . tiDENSIFIOATION J T'v.
to
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=
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-30 g
g
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. - -40 Lu IJ.-
LJ. tu 5 - - -se
- -50 l
6 - ' ' ' ' ' ' '
\ \
I t t i \ l t I i \ g
- -70 l I l i \ \ g g
i I- I t I g \ I
'I t i
t t t % g \
\ - -80 l s g 7 40 50 60 70 80 90 100
.b~t.:2L RELRT!YE DENSITT : 6 p3 6 O Smac
+ DG.7 C SRec/N>100 GIBBS & HOLTZ
TICURE 17 g ,, , STtest & MttSTER tmCINEERING CetP0 ant!0m PetELinlesutf _ !. RELATIVE DENSITY PLOT lita 1 .- ctlemt LILCO: SHOREHRM NUCLEAR POWER STRTION . .o. ac.11600.41 susarer s n REstn=s - s w_ Ao Aw remo-im ente t*WJlB5 er E.LO'- . mev.e. mimcim tr. o. Am Drmonm D -25 cuccare av ensc0on COMPUTER RUN S1630200 ON 12/27/83 RT 16.55 57 I reoeman GT-004 RELDEN VER 04 LEY 01 - COMPILE 0 ON 78 219 RT 14 12 34 N (BLOWS PER FOOT) 0 20 40 60 80 100 0 ,
. . . . is.:
y . m. ,. . . . g. , .--
.. -r--- -~~ '
1 ,f?!) #'dlD DENSIF10ATION" : . '. ' ' _1. . z~w..@h"h$$ Y* .v" ' IO
, ' ~'
- k' . . .. % ZONE..'.- .
. . \. \7- V I" h !$h5.$2A.1 N.E'hN![1.
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^
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. . 0 .
~
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'. _' ;i.; ;, '.y's. L g ;;'- $l$,05N*,'.:5bT'$ ~~ :
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, g3 E >=
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. 20 E -
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W W L w 5 -
- .s0
- -50 i l l 6 - ' ' ' ' \ \ '
I t t t \ \ \ t \ l t t \ \ - 70 i t t ) \ g I L t t % \ % t t t t % % . 30 40 50 50 70 80 90 100 RELRT!vt Dew ITT z
]k k1.*
a oc e o sac GIBBS & HOLTZ
FIGUIII 18 p.,g g , stemt & mtssign tactmetatus coartptaflom reta.Inimmt Itta v RELRTIVE DENSITY PLOT et. tent LILCO SHOREHAM NUCLEAR POWER STATION J.o. me.11600.41 ~
. sumater s:rt Estn.Ts - BreoRE i*o APIER tesnIO.ncrt entt L.7l7.2iss er @.Gh Pu-uss resTricia'icn tr:-2. Am. resInc. Tim tr -23 cecuen er annen ou COMPUTER RUN S1630200 ON 12/27/93 RT 18.55.57 peonean GT-004 RELDEN VER 04 LEY 01 - COMPILED ON 78 219 RT 14 12 34 N (BLOWS PER FOOT) 0 20 40 60 80 100
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3.'U .- N,'..x : '. ,. m.'.? % .
.: ' r..;:4*:@tq./.;.. ?.yyy. .r, -
. ;. %' ,2; :: 7.'.'W IFICAT10N.
~;S DENS
- ,. . ;- . ' . :% .zong sa t
k k; ..l,h .k'$,'?%* -%$hMNh$fi.k:iN;[N[h : ' '.*'n y# . .*._
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- -60 6 - I ' ' ' ' ' '
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1 1 % l i i 1 \'
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g g i t t %
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7 70 eD 90 100 40 50 00
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P.?.l.RT!YC O!NSITT Z o DC 2 O Sneo El $4m0/M*100 O!BBS & HOLTZ
- - . . . . ~ . . . . . . . . . _ . . . _ . _ _ . , , . , , _ _ , , , . . . . . , , , , , , , , , , , ,
O Pett me. 6 ST0ut & WettTER ENGINttRING CORP 0mation PetLintnaar _
~
CORRECTED BLOW COUNT PLOT ttta et. tent LILCO: SHOREHAM NL' CLEAR POWER STATION J.o. no.11600.02
". . sO9Jf:t DIESEL GENERATOR VERIFICATION 50RIN05 satt t(talg4. et M.9 0G-27. 0G-26. OG-24. 0G-22. OG-21. 0G-20 entento sv '. easto on COMPUTER RUN $1630000 ON 01/20/84 AT 08 3515 Paoonan GT-004 RELDEN VER 04 LEV 01 - COMPILE 0 ON 78 219 AT 14 12 34 N1 (CORRECTED BLOW COUNT) 0 10 20 30 40 0 . . . .
1 - TS=1.0 . FS=1.3
~
3 I
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,e e e I e .c o 8 f .
(~') [e 2- - l. c g 1
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=
n1 ro. acca uten na:nc.w l e iae ona n: e cr:2s (e cy: = s:es nunion 01955 & HOLTZ + CTMER
FIGURE 20 g, stowe a utesten tastNetR1=o coneonattom emittnaminar
,,b] . CORRECTED SLOW COUNT PLOT tren nient L!LCO: SHOREHAM NUCLEAR POWER STATION J.o.no. 11600 02
- susat:t O!ESEL GENERATOR VER!F! CATION 90 RINGS satt ([go[$4- et D3 f OG-28. OG-25. & 00-23 car:sto of sesto on COMPUTER RUN $1630000 ON 01/20/84 AT 08 3515 rooonen GT-004 RELDEN VER 04 LEY 01 - COMPILED ON 78 219 AT 1412 34 N1 (CORRECTED BLOW COUNT) 0 10 20 30 40 *
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lA ! = N1 ron to:Ici u7;::rs.= ct: w:no j l Oc:"JR 21; 6 CYC;TtS (P cy: - 5: P3 DE) Nudt 0 SAND i l G!BBS & H0t.T! ,,
4 e 9 - Se e e #+ $ ta =O O e < 4e 6 et 9e e em Me 6e essun se
- 6 es a 4 e e 4 4e e I
A??ECII A - e G 6 BORING LOCS I
- O I,
e t 6 I, e f k I F 0 1 8 s 6 3DI-116041-211
c e l mTE ""* " mass pour guaris" 4a no. M '8"- ETL- i mg usete Mut m gg,gy pg is.e 88EET.,1,0F 2 OIESMTEN - M - SEARese 8/' WeePECTOR 8 1 s Saft : SMft?/M8110M 9 en e3 p 9 em 33 00ImuCTOR / ORELER teu uneuedee setuses eser/sede me 5f8798 SIIglNeenTER DEPTM / SATE 4L2.ED /.L.hL41 anLL 300 TTpt ws , ORPTM 70 MSA008 asaanne-a d im yyygM. SEPfM ORILLES ** a am l INTM000 : gen,Lasse gg, e seen o.a. holism ama. - T gagpg,ggg ggg, esadeed oneseressen seesses (as m ansee) , SAR.LOIS lleelg n/a f SPEGAL 7887800 St SIOfittaElfmTWII gggggggg - --
' ' as tat.e 1h... aan . an.
F
. 5 sauPLs essensetson(*)
l a f 1 1.kf 84 18 N . Pese1F Seeded. emme se fame.1.T. 38 a.p.f., em66e domes, east . [
. . tenemos seseos es fees se 1 fe. ;
.gg ,
. f 8 E.M.14= U le sp . poself graded, eessee to fees eseelf fees. 3 to 75 e.p.f.. andoen
. Mabe tessee few posses,seesel es 1 1/8 Amen.
l f 3 614 M. It er. M. estese emne es teen. .u.7 8 a.p.f.. auseen demos esense booms. , 8 ". u me pse posses goose 1 ee 3/8 an. i e a t a a ele a . - { 38 " >18 1b ""
- f d a
R$ sp gresely geoded eseese en fees. L.f. M e.g.f.. ame6e demos.14ehe
. .er. -
t 5= . ". ! es* . .a 18 " be f.9 U N . posen, geoded meme se itas, eseelf feme. ""
= f S
. Hohe tossa see.
1.M e.p.f.. eene
= '
. =
- e. . =
88 " a f 6 1>1bH. at 66 et adm. pseelt seeded esseen se fees. meelt emne sud ites. L.f. M s.p.t."' h deems es esmee. Mene Ween (dry). (essesse seen sessel. " a
. i ela a = 1 88 *" F ""
7 1>4ktla H fr Adm. pesel, geoded eseveo se fees. L.f. M grovel se 3/8 6e.. L.f. M l P se 'T.T.f.. emme dense se domes. Hebe Desen. !
.no . . . , 1. esfues e N.L.v.
a genouns antes Leven. 7.I leMen ee eiendeed posseem sen een . DORING LOG :
& actuence to gppyg A.S. led 6esees eagee se nte l g, a asesp63 spest 0" em 8. Weselse esed le deseettetenes to speemast estaea pam natte SistemeE OneWW uSIWe L.f. e lose ehme 8" lege6 seaansen peta.asse 80.' e.g.f.e esselesete edese less teuse Mentis SEWaN e lesseatse Weg 9 300m g.6.8.* and of tovese I l
anussa. ( l moes or !
eamp6s meesweev. , 4 % 40011 eGAE AGEeWWWe/
! Ages Gued.it? 800semefsWL Uf,.dfif9BTth SIIS. 464%
, g & as et.t e,pe.netnation desat"me sea tinter-as ess in i e es ownm TI 88'E8 #4 W 3 & umhes 30% ebaseerstattus eyetees, def 86*1 i er 3 l
__ _ . I
s0 RING NO. 22:1 SHEET 2_OF 2 ggyg e.a u. agtvrie pguys STATTor 116e0.41 J.Q. NO. 'd u 3 E
- g
.- . w. -
"E E t0 Wt (I 2 X:
- - fa ll g
#1
$J l
2 SAMPLE DESCRIPTION 30 13-U 19- 34 f 4 SP jdg. o&mtier to above. .
. 34
.u . . .
33 " f
~
9 19 17 19- 34 SP- JAR. peerly steded seerse to fame, meetly medium to fine. 3 to 103 22 at a.p.f., endian to dense. =
=
(10*) =
.N = = .
'0" f 10 22 17.M (10*)
37 sf jeg poorly steded seeree to fies.10 to ut gravel to 1/4 ta. etarties "" et 4 la. above semple bottom. L.T. 31 a.p.f., medium dense, brown (SP). *
.u . . .
J u u.u.a. u u (1. > in N.
.e . .e
, r. no.. u .. i ... .f. .
eero et e.,re et.1, n, 41- d-... r ire e,e- t . .i.u., t. . (,ese-.
*W- . .
38 *" f 12 u 22 26 44 se jdg. poetir steded seeree se itse, meetly flee. L.T. 31 a.p.f.. eedius g dense, unne eteese tre==. s .M . . . 33 " 13 23 0-24 44 se f gmifers, medium to fine. L.T. $I a.p.f., omdium dense.11 sat brew.."" B.0.8. et 14.3 ft. m u W M (~' \ i - i moft! POR sopose sunasaftf Amo , STONE f. WEBSTER ENG. CCRP. A 0 Deft SCApse Na shtET Laune peu est seer? 1 SNETCH Na us00.02mst.124 Q pf.,,,, g/ Dc-1 2 CF as _ . _ - - - - --
- 8 *****"'D' 88
BORING NO. _nc-2 MTg suossum wcutAs em'en s* mew J.CL NO.11600.41 CCORDINATES we44s em2 GROUNO ELEV (1) 20.1 SHEET LCF 2 DeCLMATION u m eAL BEARING 8/a INSPECTOR c. t. Malone, DATE : START / FINISH u oce e3 / 12 oet es CONTRACTOR /ORLLER sett mechnetes ertitter con %ds. s STATIC GROUN0 WATER DEPTH /DATE 11 0 ' " 8 / u oee e3 DRLL RIG TYPg tack Monted-ceest une M3 DEMM TO BEDROCK "*' Da'm!"4 tm TOTAL DEPTH CRILLED S20 'm METHODS : ORLLING SCL 4 tach o.D. hollow seem auger SMING R '''i ' = e*='4*a Taa'*a= fitT S1*841 - ORLLING ROCK "#^ SPECIAL. TESTING CR INSTRuteENTATION uene CoeneENTS it o bU A
$! k
. az , a I I SAMPLE DESCRIPTION (8)
!"z$as es
- - : l5 I 4 8:
. caarzu.T sano, (rtu esed as read sme). , ,
A.3, 1 $P jjg, peerly graded coeree to fies L.T. 32 stent to 1/2 ta., L.T.
- 2. a.p.t., desa, dry, my usht brows. !
*U* 3~ ""
- P 2 9-11 13 26 sf jf( 3 ,similar_to _a g _ ,
- 1. --- -
cu.) _
* * ~
f 3 7 12 SP jalg, statiar se above, with 18 a.p.f., and esturated at 11 ft.
+3 13 - 4 S-7 7-7 14 $7 jjg. pe'erig, grade ( coeree to fies L.'t. 33 a.p.f., moderately desee, .~
. f (6") - 1. tent braum. .
0- M- ~ 5 4-5-7*7 12 SF ljg. peerir graded seerse to fine,'meetir fine, 3 to 7Ts.p.f., (1") endium dense 11sht brewe.
- - 1
*3* l II *"
F 4 4-4-11 19 No reesvery. l P - 13 (0-) - i.DAtuae it w.t.v. F.findleetuetendere
- a. g.on0umo WATER LavtL ** =Stettem test BORING LOG
- 3. eL0ws neousat0 TO Daevt A.s.tadiseau euou ==,1.
s.setatten u d sa deartptteus n s'an m Se e' OR ins Des 7AmCE Snown ussas L.T. = leu thes suoazam suc1zAR PcWER $7ATICE
- a.p.f. = msnplaette fines Idem MaasesER FALLine 30'.
# les0lCAfts USE OF 300106 E.0.8. = end of beries W um em l
HA6 Metr. ( ) INCHES OF
% SAasPLE RfCovtAY.
e 4. % Noca CORE ntCowtNY/ E NCCM GualifY OSStestAT108L A STCNE t. WESSTER ENG. CCRP. g S. 370. PttetTRAT1081 M $NETCH NeL 11600.02.ec-csK.225 NESIStanCE OLOWS/FT. U 4. UsNFit0 80th CLAS84FICAT m APP #CWED Daft scree 8 aCL SNEET Svsstu- d}'/ n$f/ DC-3
- 0! 3
, - - - - - , - - .----,-r---, - - , . , - - .o-.,- y - -- -- ---------,--,,,------r-- - - - - - -
80 RING No. DC-1 SMEET.L.0F t SITE suom wasAs m stm J.Q. NO. 11600.41 5 E -
- g
- w we S - #
f 5 SAMPLE DESCRIPTION la
-W JO .,f 7 16 23 40 SP ,
, 40 g. peerly graded coeros to flee. L.T. 3* gravel to 3/81s.. L.T. 31 (1g*) s.p.f., domes, 31s. layer of graveur send with gravel to 3/41a. La "
-L3 -
33 = y a gr.gg.29 - 30 SP g. poorly graded eseree to fine. L.T. 22 gravel to 1/41s., L.T. 3:
- F 23 a.p.f., dense. brous, besten 21a. of onsple is travelle seed.peerly =
(14*) graded eserse to fine with L3 to 205 gravel to 3/8 to., L.T. 3% e.p.f., =
. dense,besus.
*20 - 40 y 9 g4.gg.g3 41 ry g, steLier'se ebeve with 3 to St gravel to 1/4 sa. "
- r 26 -
(13*) -
*13 " 'I ~
f le 12-16 23- 39 26 SP jeg, steuer te obeve. " (14*) -
*30 - 30 F 11 17 19 of 8F jegg, eseLier te obeve essept L.T. 33 gravel to 1/4 ta. E
- r 26 gg3 3 -
=
s.0.3. et 32 f t. = M M M 4 su e l M M e M M i e W a su e W W W e M M m M M e e m 6 m O W m e m W W g M e a W W sgryg: pan 30Rees sannasty Asso STCNE f. WEBSTER ENG. CORP. Smit? A p.0 0_ ATE SCRest Na Langne erg agg sesagt 1 SMETCH No. 11600.02-0G Cst-213 d-4 tr,.' d oc.2 2 CF 2 1
%s-SORtNG NO. 08-3 SITE """ Nc"' twrn stm a NO. ' 11400.41 COORDINATES
- 1 ?. Maaa GROUNO EL.EV (1) ", SHEET LCF 2 SICLMATION mTu SEARING A c. t. u tene ,
( INSPECTOR DATE : START / FINISH 11 oct s1 / 11 oct e3 CONTRACTOR / DRLLER foil
- ewer. w n u. care /ned ;.
STATIC GROUNOWATER DEPTH /DATE 9'8" " / 11 QraJ3 DRfLL RlG TYPg Trueh wae.d-ces.nt xte #r: DEPTN TO SEDROCK "*' h"'*1aad '"' TOTAL DEPTH DRILLED 72 m,, METH003 : ORLLING SM. 6 tech o.D. hettov sees euzer SAAFLING SCE. 8t**d*'d F**etraetee Testinct Astm etsse) ORLLING ROCK M4 SPECIAL TESTING CR INSTRundENTATION neue i COMMENTS webwe eleid, and mt. 5 sp w we 3E # I bU t ** 3* 2s k! N 8
- kg 5 g SAMPLE DESCRIPTION (8)
A.S. 1 ff M. peerir graded seetoe to fine asetir medium to fine. L.T. St a.p.f., dense, demy. light brows. *
+15 - S- \V .
f 2 3-4-7 7 (17") 13 sf g, etailar to above, escept wb= denne sad emir very elightir deep. 4
+10 - 10 -
3 3 4-4-$ 8 $7 M widely graded, seerse te fise. 3 to !! gravel to 1/4 is..L.T. $1 "" (13*) s.p.f.,1esee, wet. Light brous. *
=
+$= 13 - y f 4 3-3-3-3 4 5F Igg, stailer to above. ,
,, (1/2*) ,
=
= .,
0 4-5-6-3 3 11 SF . peerir steded, seerse to fine, meetir medium to fiae. 0.43 a.p.f., (7") ee 11sht brous. ]
= .
=
=
23 - 4-5-7-7 6 12 SP 3 , simitar to above. "
=
(3*) *
= .
- 1.DATUtd 19 N.L.W.
- a. g on0uno waTan Lavat. tedtui u etendard BORING LOG s stows atouinto TO Danvt 7. f '*"*" *'"'
. s*na Sensatt Se00N e* On 4.s. ta4teate*u ser e==pte i W OISTAMCE SM0wN USING 0. ustaties used is demeristienes r e m t e st a n
- 140s Mensaste PALLING 30'. I L.T. = less thee #
$ # INCICATES USE OF 300m ,,,,g, , ,,,,g ,,g, gg,,,
HatsastR. ( ) INCHES OF
% SaaspLE RtCovtRT. t.0.3. e end of bortse o 4. % AOCs Cont AscovtRT/
3 NCDE OWALITY DESM 18eAfl084 ' ( W S. STO PENETRATION A STONE f. WEBSTER ENG. COMP.
- M1 KETCH Na t!Sco.et.ec.ctr.t:t U s. MESISTANCE OLoirs/PTusetrito SOA CLASeekiCATION ED WE Na SM mra. s?g .nL W oc., 1 0F s
, __ _ . ~ - . . . _ . , . _ . . - - . . . . - , - - ~ - _ ,,,ym. . - , . . - , , , - -. . - . - - , , - -__,-,-4 , , - - . , . , . , - - .
_ _ ~ . - -___ . . _ _ _ - _ _ - . _ _ .
. 00 RING NO. .M:1 SHtET.LOF f (j SITg same em ma nam J.CL HQ. Il* 't I w E
wa =
= ' "
I s ls" f 8 W SAMPLE DESCRIPTION I_ _ i
.m , , .. , . m .* u - um e-- es ee-o essere = 4 ease.
= I (6*) *
=
.U 33 f a 6. s .12 16 n se m ,sseuer te one.e.
. (1*) =
=
=
*' ~ * " "
9 6-U 1b 31 SP M. stause te oneve.
= f 1s
=
(2*) .
= .
* '" 10.u-U ~
f 18 24 87 M. peevir poded seates to fine. 3 to 68 p ovel to 3/8 ta.. (M*) 4.4 I a.p.f. andtue dense, brous. *
=
=
f 11 31 SF g stause to obeve emeest 4 se 123 ye,e1 to 1/3 is.
- 7.U,+19
(.
=
. . i f *" ~
"~ $ 4-4 Sr . peerir graded seetse to flee.1.f. SI grovel se 3/8 ta. "
12 14 1.f. (3*) s.p.f., 14ees to andtue desse 18ent beeue. *
= .
~
"" 5-b11 no rose,et?. "
f 13 20 m.
=
= .
"$ '8*" "
f 14 10 10 10- 30 st- M. Veilere flee. lit e.p.f.. andtue denee, groenten treme. U m . . .. -. . = (s') .
= .
*10 - 70 - u U.16 15- 31 87 greevir stededst**e.
eestee to itse, m.etir f&ee.1.f. II a.p.f., endt.e
==
=
b . Oreftet .
. . 8.0.8. es it it. .
=
=
=
= .
=
=
(~' : :
\ . .
espTE: Mut tonese massac Amo A STCP*E & WEOSTEM ENG. CORP. A 0 DCRese Na swet7 0478 ' m eraestseer?L MSNETCH Ne6 11600.02 00-c88 124 g us 53 :y
SITE Jacases = " "' ' ann e i m go, no, treee. i BORINe No. oh ! C00R0lMAfts **'" e"" ONEII-1 OE ' 3 GROUNO ELEV (1) - to
- l """
(V seCL36Afl0N e4Te : eTAnTer Note a == n _ / a == n SEARING 10.3 se
'#A INygCT0g e. t w.-.
c0*TnacT0n /Onn.L n wt me. wee semi.e ev .ne4 ,e STATIC GR0ute0 WATER DEPfM /Dafg ua von f - ORE.L. Rie TYPE TAh hud.oameral Wem DEPTH TO 'SE0A0CK - h e 'a "-"" t'" 12 0 t TOTA 4. ORPTH DAILLIO ten AdETN000 * ,
- 0. u . - .... o ue. e.. - ---
SAkpi.ING 304. "^^--^'"'='""'""""' ORILLife8 MOCM
- SPECIA4. TESTM4 CR IN87RutaEMTAfl0N C04stetNTS E e 3 I I I en
{ f 3 SAMPLE OCSCRIPTION"'
. 4.s. 1 et. Im. peeet, ended mese es itae, s.t -
. sie Twee. (imas see 1. sour stetuted by.ennee .ot e.p.t.. tunse dsestas itene eteveerwee e to .
g, , se emanase fee peeettle bested sette.). A '", f 3 3333 . 9P-M E . etatiet to e6 eve oneste se**esi ptee.e of seevei se i Le. eed f.ft [ [
} -
, (f*) IN e.p.t.
*Le = *
~
4r , f 3 n> 4 f.4.4 to 97 W peevi.r.
- e. u. seededeve e e.sseee e . ee. to e flee,.
u..L.f 31 e.p.f., asete desee to $
<-..e i ei u.. e a. .> :
~
u' r . .. u a ,, M.e., ei.u.e u. io.. i.n e.,.,..i wo.e<. .e o e e.e . ,ee ,t.o
. e, ,, ei l ,
o, . a-
. r i gu a .,
gri, .ee d. e-e- .e n.e. a ,e 3.i .es ei .e un .. 3 " 16 17 16, sp f 4 y, 31 hg. P** elf seed *d seeees se flee, emettr e eee eed endise, L.f. It e.p.t.. man == esmee u eno nee ==. $ egg . g " t.e.fue ,e m.L.v. e 4 4 enouse entea Levet F. r sedt.e.e.es eunde.,4
.s.e ee. .
, SORING LOG
- 8. 4.8' lad 488 tee seeee semple
- ,e Oct 484W, ett f.- Ser.vt.
,,,,.7e.
. .u..
;. e
.. een . - a ,eeen ,u.ee, L.v. i-e -
,. . m u an. nu. u
,, n ,
l e te.e4Afte Wet op 9004 ** h I' * ***' I"' 88 II***
~
M mut#. ( l ,8 I #'I' * *** 'I I*'I'8 e, s
. o, 5
a.. m8. 888800 ~ OP meta cuat.Iff Sessenettest STCPet 8.wtASTLA ENS,CQ## I I ,, ,f,",g, ,9 ._ NW % HW..NH HP
.. . ,, n
. . ., % .. wi .. .,
stetsu. okTr' af s/ **** I .* 8
DORING MO. .Ml1 Stettf.8 0F 8 n t are - - -.-:= mn. go, no, u 4i 5 E 3 a w .a ~' $ I 1.gh. f 3 f5I l sAMPt.E OtscRIPTioN N. f f be.14.!!. 44 IP el je.g. eI"se 54teded
- te.,seeese
- t. v. n to fine, w esettf mediumse and f&se. L.f. uni31
, e.p, e.et. 4.eee senee,
,, (u') tems. .
.g3 = .
38 " 8 L4 16.II. 41 N "
" f . penet, seeded seeece to fiae esettf flee. 3 se 73 e.g.f., endtes H , ucht bewus. *
(14*) "' 3g . .
=
'8 "
=
F 9 p.33 87 et SF . seeetr seeded seetoe se flee. L.f. il e.p.f.. andtue desse to " F M . Mone teous. " l (18") " 33 = 88 " f 14 14.L3 16 30 H SP jeg. peeste seeded, seeeee te flee, meelt f&se. L.f. It e.p.f.. enveral" pteses of seeen se L We te. se beteos of easyter andaus emes. Deeve. * (U*) =
\ .
.u . .
a- y u i..a.n- p
- ime, ei u.e is e*o o es.a.. - e eest. "
88f11*) B.0.0. et 98 ft. .
\v) -
.a a
.II I .Bu
. 1 l .
r . ( M M P . t
~
.I softi Pam espees gnasseev Aas , SfCht & WEtSttR t % CCR*. e satt spees seg teqty Lampe ese set aset? L SWETCH ha 116ee.08.co en.Inf g- ,y p/ m,. gy9 O
BORmG NO. 86' SITE " " * = ' ' = " ' ' * * = = ' ' ' " " M MO, nam u C00R0186Afts "' " 8 ""8 440WND ELEV (1) t, 889ttT L CF 8 seCLMATION "f " BEA4me '/A INSPtCTOR 8 O al"*' b Beft : START /PlfeleN # 9 l#8 ../ 6c 1H1 CONTRACTOR / ORLLER **u insawan o,titte e.,../se4or STATIC 040Ute0W47ER DEPTH /OATE14'.2C.E.D / .8 aiLL.11 DMLL Re6 TYPt h k h ead-caatra1 xine m no e . reamed ,"' TOTAL DEPTM DRILLED "A DEPTM TO 880 ROCK tr latTM006 : M(l ppg gg, 6 imah 6.9 hallow stas anaar g ggg g Standeed Peseers. ten f.eetag (asm 81344) ORELife8 ROCK
$PECIAL TE87me OR meTRutstNTAT10N 0048tetNTS 8 sample etsemiptioN ')
+ts.i . ,,,
F
- r 1 16 11.n 48 se uan, penetr er.ded. .*ee.e e. fame. 3 u ist samt se 1 u6 te. 3 se
- una) Te.g.f., dense. He==. dey, rau. ~
~
+u - 32 .
.s. .e ' us .f .e i.i,e,ee ,. t un u. .e4 r . P n. 2.n H
m ,N_ .,,,u .s .a ut ee. c,. . . ( - ele
- un ..
- t. u .s.su n .
1a -- y 3 6.t. 16 31 97 sept, pneetr seeded .eene se it.a. L.f. It er.nl to 3/4 ta.. t.t. 38 - P 11 e.p.f. esmee. ess,.14she wome. ,
=
s . .
*I "
18 " r 4 to.16-u- H 0F $AR. WJett pe Jed .een. es f un , t.f. 38 se.eet to 3/8 is., L.f. It "
- P a.p.t., .emme. <w.e.d. ushi two. -- =
. t.o i> . .
~
- e. p2 , , g,g,,gp y ,, g,,, ,,,,g, ,, ,,, ,,,,,, , ,,,,, ,,,,g, ,g,,,g,,, ,, ,,,,,,, ,,,,,,
= r at h, uene teene. =
ei (t*) . =
*I "
II "'
= f 6 U.14.Il- H se S P=
m 44 3 . tudleve meet.e to flee. 4.45 ..p.f., and&wn den.e. Light breve. "*'
," t u") ,
=
.m .
- 1. Mf We N.1.W.
= -sa um p.w..g
- f. g %.
i.s hs.ea.f ..,. 64,. .,. eg... .-. .. ...iu. to, a= = = - . .. .e...in e.e. ,,,u.a., festemast intn3As pegg ifAf tM
#8 .'efe8884 It88 e ueuse u= nua unna a-.-
i t,'t,a';*,,l4 f i t..,.
. .. e".e.
!:::. a. .,
g e 4 % a.ce c 88 seeswa,/- j s a
. 084&9 th.T.ER. pet C.cep v' g & .ses f enaatefy sessenegsgst
. , a me u n d ist v n. . .e..
5 *g as.t.s.pessfeen.ges g m.=> ~4n n,. ,,. ,,,,,,
*A.. ns , , . , ,
. _ - - - - - . _ _ - . _ __ _ - . _ - - ~
SCRING No. no-s SNEET.,2, 0fr 2 gg suonanan uret As Powes trArten usw.41
- 40. NO.
9 6 2 I - I
=
Il t==U= I c ll I g .". Wd ' SAMPLE DESCRIPTION t X - 3* I kJ .I M ,, f r 16-1e 42 :P gg. etatler to enm esues L.f. 38 semt to 3/s te. ,,
=
M
= .
= .
.LS - 33 ,,,, +
f a 22 24-29 33 sta (4*) sn generar . uske seeded easeee to flee. 3102 s.p.f., asete dee trous. t,e ~* 30 - r 9 13-3'*16- 'e 87
- M g . stet 1 e to eb m ease,s asetir flee, and 0.12 s.p.t. ~
44 ". P 37 su -
= (u") . .
*38
- 48 -
le 32 19 31 M st
- D E. P**'1F er* dad ** ees te fies. 3 108 s.p.f.. desee. Licht te m . -
- f n su
. (14') .
= .
*"" H I u && st .
M. vtdete
/s te. eroded s.tet eeeeee a.s.r.. wtot itse,
= '__meetir endte to flee. L.f. 38 sesvot
.u . a = u.10,.13 fn- tw :. inane s m e. .
. , I.e.8. es 31.3 ft. ,,
\ - .
zJ w . - e' a 8 es
# SE E e
- m E ed E em E eu 8 e U W D es
- W E GR h .
- M E eu 8 W E e
- m E M M es E W W en
.ul g,,
E W E Su E SE
** Sun 8 Eu W m v .
mots: ptge senses massaar aass A STONE & WERSTEM CNG. ConP. AM 80 04ft 90msse man Sutt? Lampe seq 1 seg esert t M SWETCH No. u640.02.pe. css.220 g p& p/ 00 8 3 op 8
.y .
N-ggyg sacasam sectr.As raven star:aw d a NO. 11'00*'t SCRING No. 2id C00ROlMATES ' 8" ' 8 ~ tse'2 GROUND ELEY (l) M., SHEET LOF 2 nancAL ggggggg w/A INCLMATION INSPECTOR 0
- L "'l**"
OATE : START / FINISH e one es /1e me a3 CONTRACTOR / DRILLER sen a w n==<n writtu em./sedsir STATIC GROUNOWATER DEPTH /DATE 11 75 " / s et as ORE.L RIG TYPE TrA h"4 ea - ni *ne #73 DEPTH TO SEDROCK woe w armined <m TOTAL DEPTH DRILLED M f"t METH003 : ORE. LING SCE. 4 taek O.D. bellow stem anger ** SMING E = ad
- 4 Pa ia 'ra = ta *- - fis-w "
- a n 0 RILLING ROCK WA SPECIAL TESTING OR INSTRUMENTATION 8***
COMMENTS 5 zC w wa 3 E I
- bU as
$I* k *5 D kg SAMPLE DESCRIPTION (a) e.
3
=
5; e20 * .
~
1 3-3-7 12 SF C Art:.LY SAND. (Fill) peerly graded, coeroe to fine 10 to 203 gravel to
- f (13") 31a.. leese dry. very light brown. "
M. peerly graded coarse to fine. L.T. 32 gravel to 3/3 La.. L.T. 3: -
,g3 , 3 .- s.p.t., wi= desee. Light stenge beswa, deep. N --
2 3-4 + 15 if 37 M. miferely fine. L.T. 51 a.p.f.. endium desee to dense. light brown. "
=
(1s") deep. =
= -
=
+10 - la - 3 3-3-2-3 5 sr M. peerly sraded coarse to fame, asetly fine. 0592 a.p.f., loose ""
(14") wet. light brown and light orange brova. - -- = 4 . - -
+5- U f
~
4 4-4-7-6 13 57 M . sta11ar to ebeve encept more medium and coarse size particles. (4") ] 0- 20. -- 3 4-7-10 17 87 M. similar to above accept few pieces of gravel to 3/s in. (s") ]
~
- From ameht
*3- 23. .- 6 3-4-11-12 19 sp- . uniferely fine. S to 10% s.p.f. sudium dames.11 sat brown. (Seaple ~
- 3M (0") met takes and yet inte jars). -
- 1. DATUM IS N.L.V. 7. F icAicates standard pene.
- a. .genouMo unTan trwt r tretien test BORING LOG
- 3. K 0ws neOutarO TO On ve A.s. indicates esser mesete -
e a*an SAnwLe SPCow s' Om s. notaties need in descriptiones W OtSTANCE SNowN ustsee sacaram unc:xAn rovra sTAnen g 140lk NAMER FALLING W. [g, g, gg,,, M N M6 NM 2
- IMOICATES USE OP 300lk NAusta. ( )INCNES OF I.0J. = and of berias
' SAuPLE ascounY.
cs A % AOC4 CORE RECOVENT/ 3 20CM cuALITY Dest 4NAT10eL W s. 370. PENETRAT1081 1 STONE I. WEBSTER ENG. CORP. E AeR 5 KETCH Not 11600.02-DG-cst-229
.a s. UMPIED SOIL CLASSIF'ICATION APPRowl3 OATE sQtesG Na SHEET SYSTEM.
M ff,e g fy M i 0F 2
.. , ~ . ~ -
BORING NO. DC** SHEET 10F 2 I ~ SITE sacamm wm mn : TAM J.O. NO. usco.41 S 3 1 .- . .. a s a a
-b $U g$!
$d oE $$ [8 kg 5B 5I
- 23 SAMPLE DESCRIPTION
- .a Ag I e- .
-10 30 7 7 7-12-1J 19 Sam led from wash:
- f SP (0") M . einilar to above. ,,
"U " 33 ~ 14-13 29 ~
" f 8 SP M.peorly graded coarse to fine. 3 to 75 greval to 3/8 in.. L.T. 32 28 a.p.f., medium dense. light brown. material described from wasa semple *
(0") as opeos contained only gravel wash. *
~
-10 M~
o r 9 10-11 12 1, 87 STT.T.T SAND. mifera.' fine.13.8 % a.p.f. andium dense, own. (6*) -
*I3 " '3 ~
10 11-20 41 SF M. poorly graded coarse to fine. 3 to 7% gravel to 1/2 in.. L.T. 3: ~ f 21 a p.f. medium dense, brown. " (10") -
"30 " 38 "' F r
11 11 16 37 SF M . aisilar to above except L.T. 32 gravel to 1/4 in. 13 (7") -
,) "II
- II ~
12 12 17 41 SF M . eiailar to above. ~ 29 * (9")
- 4. 60 13 10-14 36 SF g similar to above except 3 to 3: grawal to 3/8 in.
23 , (10")
-43 . 63 y 14 16-16 33 SM snN SAND..miferely fine.10 to 202 alightly plastic finas, medium 1
. I 23 sense, greenish brown. .
. (6") .
7W
~
13 12-18-28 44 5M snTT SAND. similar to abova with 32.1: n.p.f., except few pieces of ~ 33cig.3 gravel to 1/41a.
- 2.0.3. at 72 ft.
~
~
~~
U : NOTE: POR Sorest RSAWTY AND , STCNE & WEBSTER ENG. CORP. APP OATE SCRDIG MO. SMEET LEGEps) DIPQ SEE SHEET L SKETCH No. 11600.02-DG-CSI-229 jf,/( SM DC-4 2 CF 2
ORING NC. 88-7 3 73 ======= uneme - m" 40, M " 'aa m COORDINATES l'H88 88833 gROUNO ELEY 0) 22.1 SMEET.,.l 0F 2 BICLBIATION "" SEARING *#^ l' *1***' INSPECTOR 8 8 83 8 83 DATE : START / FINISH 8 / J CONTRACTOR /DRLLERsei e-o. mne -Jaoda sn STATIC GRCUNOWATER DEPTH /DATE i? 8 *~' / A.Qss 81 ORLL RlG TYPg Treek musted-centeel MiuM3 OEPTM TO BEDROCK ** D**""1"d im TOTAL DEPTH DRILLED 92 tm RETHOOS : ORE. LING SOE. 6 inch 0.D. hollow stem esser SAMPLWG SOE. **--^-dh-*****=*==**-fu"*** ORLLWS ROCg w/A SPECIAL TESTING OR INSTRUtIENTATION h
- - COMMENTS ""**** '*
j Crows Redeere end Tev d u A - as b
=
9 O 5=B Es == g II-al i'8f ng si, - SAMPLE DESCRIPTION (*)
+20 - A.1 1 CF "
. SANIfr CeATet temperary reed base te appremimetely 3 ft overlying tend SF se deserthed belos. "
=
f 2 6-12 32 24 st M. peerly graded eserse to fine. 3 to 72 gravel to 1 to.. L.T. 32 a.p.f$ dames. 4 7. ught breum.
+13 . (13*) =
-. l 10 -
f 3 SW 14 sr M. etaller es ebeve ameept 3 to 72 a.p.f. and demy (tip of spesa met )$ WTE: Rieus en M could be law due to driller's est havias
, v.1. is sestas ebeve 3 .Seil could have been disturbed. ,
13 .- - '
, f 4 2 8 SF M. etailer te obeve emcept me gravel. _ ,
+s- "
5 8-7-9 le sr M . eta 12er to above. = '
- (6-)
- f 4 5-7-12 19 se reesvery (fined jer with eager semple).
~
(0*) Material off eager une sta11er to above. 0- Tested Check bell suive en emmyler - (E. "
- M
" f 7 W10 la SF se recovery. . Triad to retrieve esople - ame11 _
(0") ement of inish indicattag'M reteeted bell valve - CE. Sempted off "
-3 eager,. =
- M
- l. 047U00 IS N.L.V. F <=do tee stemdeed
- a. g ea0Um0 unTER LEVEL 7. F penetrettaa test. BORING LOG 18 LOWS RE0uptt0 70 IWilvg A.S. indicates eager semple.
es 810L SaaspLE SPOON S* OR e. asteries used ta descriptiones las OlSTAfeCE SMOW80 USING emnewmam sucL141 Foutt STAnow
> look MaamsER PALL 1808 30". L.T. = less then 1ANG M LICEn3G CM M 3 # IIIOeCATES USE OF 300k m.p.f. = mempleer.te finne l M4AshfER. ( ) INCHES OF E.0.3. = and of boring SAasPLE RECOVERT.
, ca 4, % ROCK CORE HECOVERv/ 2 ROCK OUALITY 0E3108847301L STONE f. WEBSTER ENG. CCRP. g S, .E STO STP.ENETRAfl0N
.CE M.O.SyT. SKETCH No. 11600.02- N -DO U S. UfleFIES S0eL CLASSIFICATIOld ND yt , MNWGS NC, N SYSTEas. ,
MA Ad. DG-7 1 0F 2
~
l BORING NO. Efel - SHEET L OF 2 (^ SITE - muAs e Stm M NO. 12800 81 5 5 - s - 8 g5 w a S - E
*h *3U t ll wlI UW
- n- al l3 k hi s-SAMPLE DESCRIPTION 2r e- -
B. - 30 _ f 8 7-7 16 17 SF Lag, poorly steded coarse to fine, asetly fise.C.H a.o.f., andium dense, light brous (Filled jere with wash semple).
-10 - *
(2") "
'ameder to unsk poet 34 ft. ,"
f 9 6-4-14= 22 SF M . sia11er to above. . 12
--15 - *
(1/2*)
= .
40 - y 10 10-15 34 SF M. poorly graded andia to fine asetly fine. L.T. 32 a.p.f. andium -
= f 24 denne. 113bt orense brown. =
-20 - - (10") -
= -
43 - - -
. f 11 11-16 33 21 87 M . ela11er to above. ,
-25 - =
(gg=) .
= .
= .
30 - y 12 15-12 44 SF M. widely graded tearse to fine. S to 132 gravel to 1/2 is.. =
- f 31 61 a.p.f. andim dense. light ermase brown. -
. I.0J. at 32 ft. [
" 6 E e E
m W W M M M M E e E W
" e E
, M E m E
M
- W M . m E
4
" W E
e M 8 m W M m W m
= .
e M g
" e e
W W M e
\ -
NOTE: pCR BOR986 SamWtY AND STONE f. WEBSTER ENG. CCRP. A DATE 80Rfd8 NO. SHEET
- La m e sen SEE stEET L SNETCH No. 11600.02-DG-GSE-230 g jyd / DG-7 2 CF 2
.- ..~ .. . -
1 BORING NO. oc.s SITg sneluD ws Evettaa rovra sTATTON 40. NO.11600.41 COORDINATES wm m" GROUND ELEV (1) *0 o SHEET ! 0F 2 l C g INCLMATION v m teal BEARING tt/A INSPECTOR c. t m ienew l
\
DATE : START / FINISH 12 oer e3 fis oce es CONTRACTOR / DRLLER Se" wa +=-*- *f ?? tne cmdsods<r f STATIC GROUNOWATER DEPTH /DATE 11'3" " / 12 oct e3 DRLL RIG TTPE Truck Mounced-central Mine#73 l DEPTH TO BEDROCK
- e Det " mined t '" TOTAL DEPTH DRILLED 87 ("I METHODS :
- DRLLING gg 6 inch o.s. he11 seen . ter l SAMPLING SOE., standard resecraeton Turine (e M nissa)
DRLLING ROCK wh SPECIAL TESTING OR INSTRUMENTATION *** COuutNTS 5=s m <- ha-i='xs I l l g 1 E - - dxG zE w we 3 - E 8 l 9 EU $! as gr $$ 8ku b SAMPLE DESCRIPTION (8) i k d am E lig 5
. 1 a. .e,haa :
. cuvrtLT suo. ro.d ==e ful. .
)
A.S . 1 SF M. peerly graded coarse to fine. L.T. 32 gravel to 1/2 is., L.T. 32 ~ n.p.f.. dry 11sht brova. - r 3~ 7-10 21 37 ""' l f3 2 M . simitar to above. 14 [(]) - (I n - I
*~ ""
3 5-9-4-4 16 SP 3 widely graded coarse to fine. L.T. 32 gravel to 1/4 in.,1.62 - Y " f3 (16") n.p.f., loose to andium dense. set at botton 9 is. ef temple. - i r
+3* 13 " A 3-4 13 57 M . r*=<1ae to above except 3 to 32 gravel to 3/8 in. *"' '
- f5 6/4"
=
(7") - i 0- 20 - y5 5 6-13 29 no Recovery. P gg -
=
(0") -
-S- 23 -- FS 6 12-18-24, 42 57- M . peerly graded coerne to fine, mostly andium to fine. 3 to 72 gravel ""
=
P 22 su to 3/8 is. 6.22 s.p.t., endium dense light oranse brown. "
=
(11") "
~ ~
-10 10 1.DATund IS M.L.V. 7. 4 w esene atenderd
- 2. gsRouMO WATER LEVEL Penetration test. 80 RING LOG S. SLOWS REQutRED TO ORfVg A.S. M 'ates auser semple op 2%IL SAMPLE SPOON S* CR 8. Notatise used in descriptione SWORZEAM IIt'c1 EAR POWE1 STATIC't us OtSTANCE SHQWN uSING
- g gg,g gg g g g L.T. = less them g 14Cih. ManadER FALLI,NG 30".....f. - as.,tae u. fi.no
.A CATa3 un R. < n,,C=3 o o so,os z.0.. . . d of -i..
SAMPLE RECOVERY. O ca 4 % ROCK CORE RECOVERY / ( . a Rock ouat:TT Deste=AricN. A STCNE f. WESSTER ENG. CCRP.
\ g S. ST0w PENETRATION RESISTANCE Stow 3/FT. Af1 SKETCH No. 11600.02-DC-cst-231 U S. 08stFit0 SC L CLASSIFICATIO,e APP 9QWED DATE SCRes6 NCL SMET srStru. 4@ sie/ oc-a i or 2
~
l
BORING NO. cG-4 SHEET 2 op 2 sirr ---a-sn= a No. us00.*1 3i 3 3- . E
== cv g a h bh g -o$f .
5 W SAMPLE DESCRIPTION I~ " 7 L3-22 44 57 M . steilar to above except at betten 3 is. becomes usetly fine "
=
23 with no gravel and 3 to 72 a.p.f. - (15") - g - f 8 17-19 44 SF M . olmilar to above. 23/9 - (13") . l
- I
~
=
. =20 " 40 - g g1.g9 27 44 $7 M. poorly graded coarse to fine. asetly medium to fine f..T. 32 gravel *"
" l
. 15/la to 3/8 is. 3 to 72 a.p.f., mediam dense, brown. " l - o-) -
=
"," 10 12-16-18 34 SF g . similar to above except as gravel. ~
f w s. - (13") = 6 30 - ~ 11 11-16-17 33 57- M. uniformly fine. 3 to 62 gravel to 3/8 in. 9.32 a.p.f., 18/3" sM medium dense, greenieb breve. " (14") =
*3 ~
i 33] 12 9-11-20 13/4" 31 SF g similar to above encept as gravel.
~
= % (g3=) -
~ ~
13 4-13-14= 29 SF M . stallar to above.
" f 20/3" "
(13") = 6
-43 - 63 -
14 19-30 73 SM $TLTT SAND eta 11ar to above except 10 to 132 a.p.t. f 7m., - 5.0.3. at 47 ft. " e M W s M
. m L ..
, m s--
l - l [ s og373: pon 30Rees massARY AND t.EnDe men SEE se L STCNE E WESSTER ENG. CCRP. SKETCH No, u600.C2-0G-GSE-231 y gg DAFE , g:r u p SCRDIS NO. SHEET DG-4 2 CF 2
. . . _ - . _ . ~ _ _ _ _ . - . . , _ - . . . . .
SORING NO.
- SITE """ =re' n' wr' "mm' AOL NO. 114co 41 CODROINATES woeso E3 m GROUND ELEV (1) 1s.6 SHEET _LoF 2 SICLMATCH mcA2. W/A SEARING INSPECTOR c L "*""
DATE : START / FINISH 7 Ou s3 f 7 Cet as CONTRACTOR / DRLLER seit Mechanice Drillies ca,./ Beds < es STATIC GROUNDWATER DEPTH /DATE 113 ("1/ .2 GE112 DRLL RIG TYPg Truck mune.4-centni wine #73 DEPTH 70 SEDROCK un cuerninad " TOTAL DEPTH DRILLED 61.5 ent MTHDDS : DRLLING SDL 8 1=*h 0 D h*118. et- enter 3A&pLING R Standard penetration Testine (ASTM 01586) DRELING ROCK n/a i SPECIAL TESTING OR INSTRUMENTATCN """* COMMENTS l g 5'
~
I 53 zG w ws ' E 5 *E: h 3" II $ 3 5l *bI 5 g Ik h g SAMPLE DESCRIPTION <s) l l l l [f 1 13-19 41 23 SP. SN g, peerly graded eaarse to fine. 3 to 131 gravel. 3 to 10E a.p.f.. dense, dry, becense meetly fine et apprezimately 3.3 ft. [
+13 - - ,
3= 2 12-18-19 37 SP CRATE!1T SAND. poorly graded coeree to fias.10 to 132 gravel to 3/4 in..
~
* ~ ,
28 L.T. 31 a.p.f. demee. light brous. l l . - i
+10 -
~'
3 9-9 to SF M. peerly graded coarse to fine. 1.32 a.p.f.. dense.11sbe brows.
+ -
f 12 (17") use et bettes 4 is of eagle'.~ ~
+3 -
13 -y 4 10-12-13 27 SF g peerly graded, coerne to fine, mostly fine. L.T. 32 a.p.f., -
= F (1C") medi a damme, securated. light brova. -
W *- 0 - 20 = 3 12-12-20 (8") 32 SF g. peerly graded coeres to fine. L.T. 3Z srevel to 3/8 is. s.p.f., endias dense. light brous. 3/8 in. Isase of clayer asad at tip L.T. 32 [ of speaa. j -1 - 23 - 6 24-23-26 49 SF Sale. steilar to above. -
- (11") =
-10 .
I.DATuu is M.L.V. W indicates seestard )
- z. 4 sR0um0 unTER LEvtL 7. T pometration test. 80 RING LOG ,
t
- 3. SLOWS RE0ulRED TO ORIVg A.S. indicates emeer sample i se 1%gL 3AssPLE SPOON 8" OR 3.ustatiesusedis,descriptiems: emne , ant suc13AR PcWER Star!CN !
t ins 0: STANCE sn0me usnes
> m MAMMER FALUNS W. [,*,T* ,g. i., gime. Inc 15miD IIGETINC CmFANT
# MCAMS M & M E.0.3. = end of berias MAMasER. ( ) iseCHES OF a
% SAMPLE RECOVERY.
, j e 4 % ROCK CORE RECOVERY /
2 ROCK OUAUTY DESeeseAT10lt A STONE 8. WESSTER ENG. CCRP. g 9,370. PEleETRATIOle M SKETCH Nc6 11600.02-DC-CSE-232 ini "#W Screes NQ,
.d S. use6FIED SOIL CLAsstFICAfttNe D DATE SHEET g
SYSTERL .ry, A/ DC-9 I OF 2
SORING NO. N' SHEET L OF 2 sert 8" " **2" "88
- a.o. No. 11'00 '1 4
3 1 ,- . E
.. c, y bb kI k I5 SAMPLE DESCRIPTION p as a- a 3g *g s
#..f 7 22 19-22 41 SF SAND similar to above. .
. (n _
=
-15 -
33 -
.. f 8 13-21-2s 64 se m ela11er te abeve. ,
. (**) ..
-20 -
9 15-18-20 30 SP M. statlar te above except me grovel in bestes 1/3 et semple.
- f (8")
~
-13 =
ss-
. f 10 16-14-18 32 37 SAug. taiferely fias. L.T. 32 a.p.f., e= dense.11sha brous. ,
. (n - ,
1 30 . N "" 11 15-13-13 28 SF g etailar to above. =
- f (1") -
-3$ =
SS- 12 14-17-33 50 SF J,83, et=11mr te abeve accept darker brous. - au
-40 -
13 6-9-21 30 SN IIT.TT 5AND miferely fine. 20 to 30E elightly plastic fines. medium -
= f denser tes 6 inches is treenish brown. celer t :rss te eranne brown." -
E.0.3. at 61.3 ft. 2 -
= l
. l 1
=
I
=
NOTE' POR OCR94 Suhasafer AND STONE & WESSTER ENG. CCRP. APMCWED DATE 80ReeS N(1 SMEET Leggpc ami seg SHEET s, SMETCH No. u600.02-DG cst-232 gg jyi pg DG-9 2 CF 2
]
i __ _._.__1.T___ .- __ . . - . - _ _
ggyg sacassan ucctzAR POWER STATION BORING NO. 88-18
- 40. NO. 11888 st C00R0lNATES m as as032 20.2 SHEET _.LOF 2 GROUND ELEY(1) 50CLB4ATIDN **" h *1 SEARING INSPECTCR 8
- L *I***'
g DATE : START / FINISH 10 ont a3 f 11 out as CONTRACTOR /DRE.LERsoil Nehanice Driilist Corp./Redge es STATIC GROUNDWATER DEPTH /DATE 10*-1"("I / lWLtJ.3 DRILL RIG TYPg Truck Mounted-cacerai ? ties M3 DEPTM TO BEDROCK * "-*- " 60 0 fm TOTAL DEPTH DRILLED tm METHODS
- ME. LING SR 6 inch o.D. he11 etes eurer M 904 m scandard Penetratten Teottag (ASTM D1346)
DRE. LING ROCK 8/A SPECIAL TESTING CR INSTRUMENTATION COMMENTS Westher fair - 60's 5 zE w wa E 5 I h bU $! $ I5 I SAMPI E DESCRIPTION ts) p as :- a 3y *g a J A.s. 1 3/A s/A 57- oRAFELLY EAND. peerly graded coarse to fine. 20 to 305 gravel to 3 in.. ~
=
St 3 to 101 a.p.f.. dense, dry, dark gray brous, fill. Saad at 1.3 f t " to broen. -
** '~
2 4-6-7-9 13 SF M. peerly graded eenroe to fine, L.T. 3: gravel to 3/4 ta.. L.T. 31
~
f (18") s.p.f., medium dense, slightly deep. light brova.
+10 5 10 - 3 3-2-b3 3 sr
. f M. similar to above eecept elightly tearser and lesee, with 0.42 a.p.f.]
m -)
*3" f 4 2-b3-2 (l')
6 sr M. etailar to aheve.
~
M 0 20 - 4 4.y gg gy 3 M. similar to aheve. (3") 23 y 6 4-5-4 13 57 sapp, similar to above.
= F (%) =
- 1. DATute IS M.L.V.
a.EoRoump unita LEvtL 7. F tadicates samederd BORING LOG l F penetraties test. S. SLOWS RE0utAfD 70 pt g,g, w o.g., ,,,,, ,,,,t., STAasCE SM0weg 8. potetisa used La descriptions: N M PCI.M STA m W
- 0 ,Au.1, S w.
,,A
. . t,an t0 rti- tl - c -
g . 0 eA m use or 300 = L.,.
.A . R. i ) .Cass Or a...f.
.0... . . ase,2a,.ti.
e.d e ria. ,- SA.sPLE RECOVERY. m 4. % ROCM CORE REQWERY/ 3 ROCK OUAUTT DESISesATICIL W 5. STO. PtteETRATicel A STCNE 6. WL1 STER ENG. CORP. 4 NESISTAffCE N. M SKETCH NeL iM00.02-DG-GSE 233
.s 4. Upstito 30tL CLASSWICATION EO DATE SCRSIS Na SHEET 4
SYSTEst.
. ./fl=-J/ DG-10 1 0F 2
,1
. .. . . _ . _ , . . - - - * - - + . ---------" * -* - - -' -
4 wh.- % m
-/
r v SORING NO. DC-10 SHEET _2,,o p 2 ggyg mum mLEAaPm sTAmu J.O. NO. 11 * 'I
~
5 E - g - 3 za w we 2 - E 8 5 wy og ge g gl8g kj 5 SAMPLE DESCRIPTION e . ,
-10 "..f 7 6-11-u- 32 sr sAuD, esmilar te above. -.
24 f
~
,, (7*)
M "1 f 8 6-10-u 4 21 SP g. esmilar te above secept meetly fine.with 1.7T a.p.t. (3")
~ "
9 8-13 29 SF M . peerly graded osares to fine. L.T. SE grevel to 3/4 is. L.T. SE
" f 12 m.p.f., medium desee, brous. "
=
(9") " W
~ '""
F 10 3-7-u- 18 SF M. similar to above, with 3.32 a.p.f. P 10 "" (12") - M
~ "
11 9-13 13- 2s SF g . similar to above ascept L.T. 32 gravel.
- f is (2 1/2*: =
=
=
" " I~ ""
12 12-12 23 57 SAND. M eru. fine. S to 105 a.p.f., mediam dense, greenish breve. f 12 su " (s") - e
-41.s
" f 13 12-19 44 Is 5P-SM M . e4=ff = to ahese. "
~
, s.O.s. at 42 ft. "
m e e M M M e . e
~
m m M
- \
_ l
=
- 1
-m
-e M
e W
, m em E
M E e W
-u NDft: PGt SQR908 sLAmeaftY AND STONE E WESSTER ENG CORP. MTE SCRHS NO. SHEET Lame sen sEE seaET L SKETCH No. 11600.02-DC-GSE-13Q,k n M/ DC-10 2&2
\ BORING NO. oc-11 ' SITg smaAN secuAn Pam s-mew J.O. NO. 11600.41 COORDINATES u,6,7 r3s74 GROUND ELEV (l) ", SHEET 10F 2 McLMATION
- TICAL BEARING W/A INSPECTCM C L "*l***'
DATE : START / FINISH 21 m as / ?i w s3 CONTRACTOR / DRLLER se" % *-. a *n... --rnedge i STATIC GROUNDWATER DEPTH /DATd#" INN #/ 21
- 81 DRILL RtG TYPE T
- h " "'*d-C"t'*1 Min C DEPTH TO BEDROCK 8** D*'*"1 ad f"1 TOTAL DEPTH DRILLED 31.5 en, METHOOS:
DRILLING SOL 4 inch 0.D. hailew area muner SAWLING SOL standed P=emton Tuttu tam eism - ORLLING ROCX 9/A SPECIAL TESTING OR INSTRUMENTATION 3*** COMMENTS E 2 3 mk .s .E 2- - - -- - - H we o s"g$I r
$j [5 D
= -B 8 kj 5l, SAMPLE DESCRIPTION (a) .
d g E * , I i s . -
\ . st M. poorly graded. coarse to fine. meetir fine. 3 to 10% gravel to , . 1 1/2 is. L.T. SE a.p.f., endim denne. dry, brova. ,,
( - -
*13 * $-
g 334 y 5, ggg,,,,,37,,,4,g,,,,,,,,,gg,,,,,,ggygg,,,g,,,g,,,,,,,,,,,3g,] (14") 3/8 La.. L.T. 31 a.p.f., loose, dry, light breve.
~
Z M[f , 2 10-9-10 (17*) 19 57 M. similar to above to 11.8 ft. becomes coerner with L.T. 3 and use. a.p.f. [ j S 13 ~ 3 8-9-11 20 57- M. poorly graded coarse to fine, mostly andiam to fine. L.T. 3% gravel
'
- f (14")* $3 to 3/8 1a. 3 to 71 a.p.f., medium desee, esturated. brova.
i .
~
20 4 14-18-20 34 57 M . poorly graded coarse to fine. y to 102 gravel to 3/8 in. L.T. 32 (13") s.p.f., becomes mostly fine with no gravel at 16.3 ft. 23 - 3 12-19-22 41 sP SAND. poorly graded, coarse to fine. 7 to 10% gravel to 1 in.. L.T. SZ (1") a.p.f., dense. brova.
~ ~
-10 . 30 I. DATUM iS MLW.
- z. gomouse0 WATER Lavet 7. f tadicates acaedard penetration tut. BORING LOG A.s. indicata seger essete.
, 3. gg K0n,,nE0u,iRc0
, .o 3, 70 Dalv,t
- s. sotation med ta de.eriptiones SEORERAN NUCLEAR POWE2 STATION one DeSTANCE SNOW 1 US 906 L.T.
- 1ess then y , 540% MamR FAALf';0 30'.
# Ife01CATc3 USE CF 300g a.p.f. = nonplastic fines E.0.3. = end of bortag touc Istaan L GRT :sG CCMFA3T
\
g s 94AuestA. ( )HeCHf.J OF SAMPLc McCOVERY. Ch 4. % 20CX CORE RCOVENY/ Y 3' " I STCNE f. WEBSTER ENG. CCRP. N. ,,,,,,P ,t, , TIC,,,. S. 0, surCm me.02.~r-m
.J S. U8MFlc0 SOIL CLASS 4FICAftose APPRCWr0 DATE 80 Rest Na SMEET STSTDR. js';.ig/
DC-11 1 0F 2
, p- *-e -
k= = . \ i i BORING NO. DG-Il SHEET _2 0F 2 SITE '""" " " N"" J.O. NO. usco.41 g E g y _ g g .- w .. _ lw w w ow~ k!
$> g 5
D %l $, SAMPLE DESCRIPTION d~
- I a
- 3. " 4 16-20-12 42 F= E . poorly graded, coarse to fine, 2 to =1 gravel to JJS La., J to el f (8") sht m.p.f.. aedium dense, light orange brown. ""
1
-13 -
33 ~ 7 13-U-20 55 SP- s,4 EE. similar to above except L.T. 3E srevel and broen. .
~
(2-) su -
~ ~
N ""
- f 8 12-18-23 41 SP- jagt, miform . fine, 3 to 102 m.p.f., medium dense, brown. l (lo") .It -
1 l
- i 25 -
'3]f
~
9 17-12-13 25 SP- s,gg. etailar to above escept fee pieces of gravel to 1/4 in. (1o > := - ' j
\
.so . 50 -
i
- f to 12-15-21 se su st1TT Sale. mateinly fine.10 to ist s.p.f. seat = dense. greyish green"" l
- u : -
, _- .o.s. at 31.s ft. *
=
= -
1
- l
~
=
1 l l t - .l i seDTE: POR somsee summeARY AND A STONE 5. WEBSTER ENG. CORP. DATE senses act swerT m are sEE setET L 4dikSKETCH No u6co.02-ME-234 54. A/ oc-u 2 CF 2 e - avy**-+-w--b w e--.- v -g v -
*------y ww."T' W t' '*
4w g.qim, STg s u z w sectzAn peuta stat m
- 10. NO. us00.41 BORING NO. Ed' COORDINATES m 'a tss?'
GROUNO ELEY (1) 17.o SNEET_1 0F 2 INCLMATION " *' BEARING w'1 INSPECTOR c L waa, sou ascaanies pruuss arpi DATE : START / FINISg 21 se, e3 / 22 we s3 CONTRACTOR / DRLLER nodmer and trau. Appresimetelv STATIC GROUNOWATER DEPTH /DATE 10 W / 21 *v 83 DRLL RIG TYPE *euck *ua'ad "ammi men $ DEPTN TO MOROCK
- e ht="" " TOTAL DEPTH DRILLED 91 9 W IETHOOS :
DRLLING SR 6 tach 0.5. hellev eres auter SA4pLING R steesard s Penetration Testias (AsTu nt$ss) W/A ORLLING ROCM SPEQAL TESTING CR INSTRUMENTATION - mes COMMENTS al a .s . . . =
= =I=p N k,
*E p m $ i [8 E II SAMPLE DESCRIPTION (s) s ,g l .
13 3-5 f 1 2-2-4 6 SF g , peerly graded, coeree to fies. 7 to U2 gravel to 1 1/4 in., L.T.
- a (8") at a.p.f., light and dort besse, dry.
+10 Y- 10 f 2 7-9-12 21 SF g , peerly graded, coeree to fine, L.T. 32 gravel to 3/8 is., L.T. _
,3 , ,
(16-) 3s m.p.f., medium dames. =c. unnt bes==, becasas finer et u.s it. 13 -se 0-( 3 11-17-20 37 us recovery.
=
20 = f 4 10-11-17 to SF gg, peerly graded, coarse to fine, L.T. 32 gravel to 11/8 in. L.T. (11") at a.p.f.. andlem dense, 11 0 . brees.
=3 = . ,
23 - 14.is-14 43 SP- SA R poorly graded, caerse to fame. 3 to 71 a.p.f.. dense light brova. 5 f 3 (13*) SM "
-10 = a
- i 10 "
- 8. 0ATues IS NLV. 7. F indieetes standard
- 2. goRoun0 unt R Lavai. r ,emetretion tese. 80 RING LOG
- 3. m.0ws Rs0viRr0 to ORive A.s. tadiestee eme m o le se $10. SaasPLE S800M 4* OR 4. ustatism used in descriptions: Su0aIEAK SUCLEAR P0utt STATION N L.T. = less than LouG ISLMID LICIT 13C C31FANT C # INotCATES ust 0F 300k a.p.f. = asepleetic finne z E.0.3. = and of bortas HAasedER. ( ) INCHES OF SAasPLE RECOVERY.
a 4 % ROCK CORE RECOVERT/ - z ROCx ovauty Osme=Arion A srcNE s. wEssTER ENo. corp. la8 i STO. PENETRailoft MCxETCH NeL 11600.02 rwa-5K-21? ) 4 tes RESSTanCE OLN. mMDIS Na 58EET Q20 ,,7Eg a *. una son. Clas=FiCaTion 1 oc-u i Or 3 f l l
BORING NO. ec.12 SHEET.g CF ? 11'00 'l SITE suome m w m m sT m J.O. NO. 5 E - * - g g= x- = w= S - e a. 3 SAMPLE DESCRIPTION g ai 30 7 e 17*25-19 Se 57- M. poorly grade 4 coarse to fine, mostly fine. L.T. 3% gravel to 3/8 ,
" r is. S to 12E a.p.f., dense, orange brown.
(10") SM 15 - -
~
35-=' 7 13-12-23 43 57- M. sta11ar to above. eneopt 5 to los gravel to 3'8 is.' , (2") SM " 20 - - 4 12 12-16 28 SP- SAND. similar to above essept endium demas. (1") SM '~ 23 . =
~
W
. i
'3" 9 10-14-13 29 57 M. stattar to above except so gravel. ,,,
l (15") 8K l 30 . .
- \
= ,
. 1
~ '
1 50 -- 10 16 su stLTT SAaro, unifera , fine.13 to 202 a.p.f., loose, gr-t ah brown.
- f 5,,,4-4 2.0.3. at 31.5 ft.
~
m
\ -
t g g. peg a o g AND $ TONE F WESSTER ENG. CCRP. APPR Dyt SCRue6 NCL SHEET g g ggg g i SKETCH No. 11600.02-DG-csit-237 , 15w J/ DC-12 2 CF 2 t
- --- . - - -v. ,c. ,. , , . - - - , , , - _ - . - - - - - - - . . _ _ _ . . . - , . - .
. -.. . - . . _=- _ . - - . .. . - - , . . - .. - - - . .- . . _ _ _ _ .
p+ .a DG-13 11600.41 BORING No. WTE saceaman uncLIA Ptarta STATION g unto m 27 94fRDE) ELEV (1) 17.0 SHEET _LOF t CCORDINATES naticAL 8/A INSPECTOR C. M. Natone, BICLBIATION SEARING Er
/ 23Appresseetely m s1 CONTRACTOR / ORLLERsett wehestes orttits, cens,aus 3e,,
DATE : START / FINISH 22 m e3 STATIC 040UfeWATER DEPTH /DATE 11 (Pt1/ 22 ise, es ORILL RlG TYPE ruck Mounted-cenersi Misef75 set noteradaad W1 TOTAL DEPTH DRILLED 51.5 em DEPTH TO MOROCK METHODS : i DRLLING S E 6 inch 0.D. helles etes auter i ggg Standard Passeraties Testies (Astit D1544) ORLLWIS ROCK h SPECIAL TESTING CR INSTRunsENTATION COMMENTS E zI . a 2
* * " - I E wU $!- $" 5
- SAMPLE DESCRIPTION)
. $s$ g as E a A.S. 1 - - SF C3 Aft:1Y SAND poorly graded coeree to fies.10 tel5: yevel to 11/2 is., "~
+13 * " desse, dry, brous.
=
( 3-
., 2 9-13-19, 34 SF M. peerly graded coeree to fies. L.T. St a.p.f., dense, dry light ,
+10 = =
- ~
-"* ---** - ^~~~"~~~~ ~
10 - 1 3 -12 22 SF M.' steils r to above, eecept est. , f 4-103 (15
=
+3 =
~
=
~
4 6-15-21 34 SF similar to above to 13.7 ft, bec m etailar eecept for 31 gravel te ] f (16") jgg,is. Jie 3 to 72 a.p.f. and eresse braum. ,
~
20 == 3. peerly steded coeres to fine. L.T. 31 gravel to 1/4 is. 3 to 73
., 3 9-17-22 39 57
< (13*) s.p.f., desse, brees. ,
- 23 -
8 17-11 31 32 SF M. peerly graded coeree to fine, esecly endise to fine. L.T. 33 gravel ,, se 1/4 ta. 3 to 33 a.p.f.. desse, brous.
-10 . (6*) ,
- i. 0atues iS uur. 7. y i. m . css e.eederd i s. gen 0 ump unTER LEVEL F peestraties teet. BORING LOG
- 3. SLOWS RE0utsIED TO DAlvt A.S. indicates sesse semple.
se ft11L SA4fp(E SP004 4* OR 8. Notation need La descrip= 330aIRAM WDCLIAR POWER STATION W WSTAftCE M USING 2188
"" 140g naamara palling 3g*, IJIuc IstAND LIGETDIC CDitFANT
# IN06 CATES uSE OF 300k L.T. = less then E a.p.f. = sempleetic fiene
, paamaan.( ) iseCHES OF
% SaasPLE RECOVERT. 5.0J. = eed of heries sa A % NOCN CORE RECOWERT/
3 AOCK OUALITT DESIsleAT10st A STONE & WESSTER ENE CORP. g S STE
. S.STA PE.seETRAft.est eCE m.0 u ,7.
ESKETCH NeL 11600.02-Oc-Cst-2?9 APP 40W40 someS NG SidET U 6. UsePIE0 30st. CLASSIPtCAT10ft SYSTEas M ,y p/ D8-L3 8 0F :
d 4 SORING NC. .EGd2 SHEET _2,or 2 sgg smonsa m wcu m m a n m es aa tisoo.st g z .- w wa E I I { ! 5! SAMPLE DESCRIPTION _ _ g e, y ; it-2w29 33 5t M samuar to aseve.
" { (12")
-13 . .
II ~ 12 19 23 44 SP 3, steller to above. a 1
*
- f (14") "
j 30 = " 9 15-11 25 49 SP 3 , et=ftar to above escept coarse to fine.
" f (r) .
25 = =
'I ", f 10 13 20 24 44 SP- g , eteilar to above essept 3 to LOX a.p.f.
30 . . r) $= . 4 N ", f 11 g is 31 SM ST1TT SAND. mifors.* fine 10 to 152 a.p.f.. media dense, steyteh , brous. . t t
. 5.0.3. et 31.3 ft. ,
M M 4 . 1 M 1 M 4 - I
= )
. 1 l
W STONE 8. WEBSTER DNL CORP. Appecyt0 80#888 No, SMEET g g a w ase 0,pTE
, g ggun gg gestT L SMETCH h 11400.02 004st.238 ab @ s=#4 Oc-13 2 &2 i
_m. . _ , , ,, _, - . . , , . - - . . . , . , _ . _ _ _ . _ . _ _ _ , . . . . , , _ . _ _ , . . . , _ _ . _ _ _ _ _ , . _ . - - - _ . . - _ _ _ _ , _ _ , _ . _ , , . - , _ _ - _ _ _ _ _ _ _ . , _ . . . , _
i a neoo.u BORING NO. Ei-13 gggg m==== m_**= pawns STAfton 40. m j, 19.4 3HEET LOF .,,I_ __ COORDINATgg u,626 assis GROUl@ ELEV 0)
"n*h SEAltNe sh INSPECTOR _ C L *1=av 90CL36ATW81 n l 7 Des e1 CONTRACTOR / ORLLER sett nochantes actitte, corp./mds DATE : START / FINISH 7 Dec 03 /
, 10.5- .w.,..e m, pr. i t / 7 nee as mL pig Typg te - STATIC GROUNOWATER DEPTH /DATE " " l 61.5 t'n e
** D* *1* *
- t'" TOTAL CIPTH DRILLED I DEPTH TO BEDROCK IETHOOS :
Mg,(j$$$ gE 6 een o.3. hatim .. ....., , 1 Standard Penetration Testing (ASTM 51306) 3Agp(ggg g W/A WLLBIS ROCK I, SPECIAL TESTING CR B6STRundENTATION } 6 i COMh0ENTS
+ 1 d >=
i E = 4 - --
--'"a=">
. i,t !! !! !! p. !.i=gii.
j i ' 1 - '
- +u . - .
r ,
<u,,.,, .. ,, . . . _ 1 - _ . . . .T. .. ....... _ . .
, . d.r. u . e- _
{ . _ j M0 - ; 10
. r .
($") a ,, ..._... . _ . m I , 3 -
. . . . 1 ..
r , _(7")
. ~
J ""
~ madam 4 60 sr. g. peeely graded seerse to fins. ametir time. 4 ee it s.p.f.
1,1,17
, 13 . .. .
- . m i 5-f
~
3 12 1 10 34 St. g . steilar to aheve, essept seus erswel to 1/4 in. at tip. f cu, = _
=
.k l
-10 = 30 "
- 1. 0A7000 18 IElf. BORING LC4 2.geacuno atm Lavet 7. ,,
f ,,indiastes standsedgg=,=,ggia,=,y,**,gT, j e, ,,,,g , ,,,4 g,4,,,,,,. s.eLows naouento TO onivs smonssaft NCC.Ian POWEll ITAMON en 85. SeasPLE SPOON S* OR tisms:
.' tas gegTAssCE SMOWN uBIIe8 L.T = lese thea
- m UM um mW
; 3 1404 MatestRo PALLiset .30"....... . e.A . sis1fines
.., f. . ese,1a.s.
A C.a m u C r.Or3 0=
.i i seasPLE at00VERY.
e 4 % NOCK CORE secowtNY/ STONE & WESSTER ENS CORP. 3 AOCK SuaLITY DESleeAft0IL .n, g satreaimsnoo.u.x
& ,9,7,9,.,P,t,a,t,te,Af.t,e,,n,,,.
,, ,. f.D Dart 00Ws0 NS teGET
' 4. WeePIES 90lb CLASSIFICArtces 1 0F ,
a
, ,, Mf Ds.14 SvtTEas.
^
sonime No. Ec1L. SMEET.L_0F.L_
" ~ ~ " "
SITE E E a3 3 5 w a -
.I C EO gg 3 a l SAMPLE DESCRIPTION g .E. X:-. 5* ]I ]g #I [
=
Js . f a 13-16-19 33 SP- MfE. statter to ah, meset as gravel. , 888
= (14*) .
E e
" ==
.gg .
7 n.19 11 40 SP- ME. "'""** te obees, emset 3 to ist growl se 3ls 1s. f (4*) M
= .
= .
~
40== y 8 1013.u 36 St. gg, stataar to obsee. emespe as smel. . _ , , , = F ria-3 tu .
- E.0.3. as 41.3 ft. .
- a e .,
E e 6 m 8 e. E e E W W W W W G e M e ( - - m e M M W eu W, W 5 muu m a M W M , m W W G W m W M N W W M W e W i e W W
=
= "
W W
=
a au W M E M M d a W i e
=
t l sceses act sattf A STONE 8, *fsstan Ems comp. n -- - sert gg: pipe sense massaar Ass MSitETCM h 116es.ot-as-os ass A gg as-14 2 ar 2 m sfq1 M SSET L
\ ' SITE --
/ *'"""'r""'"" ( t V) C00RotNATES WCLMATION "N
- tsus
_ .LO. NO. _ tieco.y GROUND ELEV11) u.3 BORWG Na M
$ HEE 7 L.0F_ 2 SEARING __. M/A INSPECTOR _G. t. Matese, DATE : START / FINISH 8 %-_ "__/ " %-
* ' _ _ CONTRACTOR / DRELER s,ti *,.es _
s ee, e, tire., en.,./a4 STATIC SROUNOWATER DEPTH /CATE "/-- DEPTH TO BEDROCM Ma' M*"*"
" _ ORLL RIG TYPE TNh '*ua"d-C*"t'*1 Min
- METHODS : TOTAL DEPTH ORILLED _ 98.3 W DRLLING SQL - s in. oA w ottev et nour SAMING 3CL 8'andard P***'T*etoe te eine (As w sisess __
ORLLING ROCX 5/2 __ SPECIAL TESTING CR INSTRUMENTATION Ma=* COMMENTS -
^" ' * * *' ' ' '* 1 - 17 S i % ^ " "" l i"' I * * -''"'"O' * "
- 5 ** 9 3
$ 2C w b he a 9 5" as iE t8 55 Et
~
- - $l
\
2,l *! 8: $l SAMPLE DESCRIPTION IU Angered free O to 43 ft before sampling a 43
.r 1
.,.u.o 3. .
t-
. , . ,s. m a. .,.. o _
30 . _ ( -) = . . . .r . .rew. . f 2 3 9 11 20 EP. {&E sta11ar to aheve.
, (11") SM ~
33 - 33 - - f 3 3-4.L3 11 SF.
, (17") Su {6G. uniform. very fine. 3 to 131 a.p.f. medium dense. greenish trows. quita micaceous. -
40 - 60 ",-- w y A 9 10.U 27 EM m
, (L3") 5tt.TT SAND. uniform, very fine 10 to 10% a.p.t.. media danse 43 - ,, trows. 3 in. Layer of grayish oilty sand at 60.3 ft. , greenish "",,-
63 =w
,f 3 18 27 12 39 (0-) 30 REccTTIT.
, . 30
- s. oAtuu is nut. ""1 a.Sonoumo mTER tryst es
- s. stows Raoum:0 to onve 77 instent.e standare 7""'*****'"'* 80 RING LOG tae 2'Qtt SAasPLE SPCON 4* C#
D437Apect SMCwN uS4884 A.S. tadicates esser sample g $40% MandestR FALLifte 30". 8. Botation need La descriptiones suctraAat NCC MAR POWIR $*dTICS
/ 2 # tiectCATES USE OF 3004 g,g, .
lV' HamastR. ( ) INCHtS W ,,,,g, gg,,,
% ,,,,3 ,,,g, LCteG 131AND LICITI3C CCNFAsf B.0.8. = end of boring o u. SAMPLE RfCoVERY.
0CM Cone acCownr/ 2 20CM QUALITY DES 80 seat 108L
$ S.assiSra STD PE,NETR.ATION U sC: co.urT. STCNE E. WEB 3TER ENG. CCRP.
- s. useFIED SCIL CLASS 4F; CAT 10st SMETO4 NeL 116eo.et-v:.m.250 Systuu. -
9/U TI " "" # 56 9 5s el 08-18 8 0F 2
%. m
.- ~-- .-
BORING NO. Oc-15 SHEET _2.,C F 2 SITg suoarxAN necuas men :Taften gg g 116o0.41 I .- .E ., g g , g
- 5 SAMPLE DESCRIPTION .
I- - r - 70 , f 6 10-19-25 64 57 83, unifers, fias, 7 to 12% a.p.f., medium dense. greenish brema. _ (2") SN 33 . =
= .,
" e II " 6-9 11 '"
7 20 SN ST1TY SAND. unifera, very fine, 30 to 40% elightly plastic fines, loose
" f (18") to medium dense, greenish grar. "
-40 -
= .,
= .
80 -y -
. f a 12 16 17 33 sat $11*T SA!rD, similar to above encept orense brown end fiaes are nonplastic.
" (16*) "
-65 -
=
= .
f 9 19-13-17 (0") 30 == No RICOTERT.
]
=
.yo . =
= ., ,
E m 90 - y . --
. f 10 36 26 34 60 - 30 asccTttr. ,,
(* t r
! 95 - -
.., . P t1 14 25-2s 30 - so cot :T. _
,o . _
E.O.s. at 96.3 ft. " W m M .u W W M e
. t i
. M m e 4 .
Neft* POR acmsse aselaft? AND g STONE & WEBSTER ENG, CORP.Apo#Qvt0 O SCAps0 Nil SHEET t Laisse scutt sEE SHEET t SMETCH New 11600.02-DG-G m 260 420'." /r,=fft#/ DG-13 2 CF 2
-- ,--n-, ,,-_.--,..-------c,_,-- - - - - _., - , - , . ,-
BORIN3 NO. - .2kil t GTg SEoRENat WUcf. EAR POWER S* Aft.N J.a NO. 11600.41 COOR0tMATES "" N 27 GROUND ELEV (1) it, SHEET _1_OF 2 BeCLSIATION " CAL BEARING 8/4 INSPECTOR C L *1***' I DATE : START / FINISH 7/ nee e3 / 7 noe e3 CONTRACTOR / DRLLER fati he'a=' = Drii14a. care./ sod ;e STATIC GROUNOWATER DEPTH /DATg 12.s im / 7 Dee a3 DRLL RIG TYPE Truck wounted-ceerrai me #75 DEPTM TO BEDROCK use noterutsed <m TOTAL DEPTH DRILLED n* tm METH005 : DRLLING SQL 6 taen o.s. hetlev seen eener gggg ggg, Standard Pesetreties Teattag (ASTM nLS86) M LL500 ROCK 9/A SPEQAL TESTING CR INSTR'.ledENTATION " ConsIAENTS
=; w= 3 5 E ,, I lN E 3 ** 2" E" w$! $
2 5! *b g Sig 5; 3l SAMPLE DESCRIPTION *
=
=
=
+15 - 3- y _
r 1 4-5-3 8 SF LAE. peerly graded coeree to fies. 5 to 81 gravel to 1/2 is. 3 to 65 ,,
,, (13*) s.p.f.. lease, dry, broen.
= ,
#" 18 F 2 6-+-13 22 sr 33! peerly sredad coeree to fine, meetly medien to fine. L.T. 32 a.p.t.
P (13") w i = dense, dry. 11she broen. Started unekses at 10 ft)
+5- 15 - y -
f 3 5-10-11 21 'sr Est. ei=me te ebeve. .,
,, (4-) ,,,
0 - 20 - y
- F 4 3-10-L2 22 - as reesvery. ,
. (0")
. i 3 - 25 - , -
. 7 5 16-Ls-28 44 - se recovery. .,,
. (0")
~ ~
-10 So
- 1. DATues is IE.N.
- a. gen 0uno unTan Lam 7.f,indientesstandard,, , gg g g gie,,=,c" BORINGhLOG ,t, .
i 3.01.0W8 AE0uWit0 TO Carvt 8
- 3***
- 88* ***' 8" '****1 88**
se ttLEL saaspLg sp00m s* Oft las DetTaseCE ShouMe ustest L.T. = lese them su asmat ECLEAR Pourt STAncu p- g g pggg g a.p.f. = esaplastic f tem g ,,,,,, cay ,, ,,, ,, ,,, s.o.a. - and of bertas to.c 1stus t1=n= canant Maasassa. ( )issCMas OF 3AssPLE RECOVtstY. O A % IIOCit CORE REcovtNY/ 2 20 Cat GUALITY DEsteleATICIL E. , t.af & S,,TO,.,P,E,le,t,TR,A,.T,I0,tt,,,.
,,,, ,, kmTCm me.ER. M.-oCORP. . o -m .4 & usesFIED SOIL CLAsetFICATION ED DATE 80ReeS N4lL 56dET SYSTEIG. [g .pr[. 3 / DG-16 1 0F 2 i
l i
..-.. ~ -- ...- .. - -
4 4 BORING NO. .2kM SHEET 10fr 2 SITE smzw muAs men STATTOW J,g, pgg, U600.41 i
; E E - g -
g_a :- = w. c- 3 8 p !! 1! !! pl ig !l --a a - 30 , f g 14 21-23 64 SM SI1TT SAND. unifera. L.T. 32 gravel to 1/4 is., 10 to 133 a.p.f., ,,
, (12") medium danse, brous.
, = W
= - ,
-13 "
35 - M
.. f 7 11-18-21 39 SN STI.2T SMrp, staLlar to above. ,
= (7") .
= .
W W
~
- 21 .6 = f 8 13-17 21 (11")
38 SF- ES peerly graded amerse to fine, asetly fine. L.T. 32 gravel to 1/4.ist:"" SM 5 to 102 a.p.f., medium danse, broma.
,. =
\ Measured .T st 12.5 ft before pulling anger. / -
. E.O.B. as *L.J rs.
. ., l M I e
- e, M l g
- e,m M
M E W U W W ,e E e J M M E e
]
- M <
E W W W W W W W W e W , M M l M m W m a 1 M e E 4 6 M M em M g 8 W W W j g e e E W W m e M M M M 6 g e e e E G M m 4 , E W E e M e NOTE: PGt BOReet SubaWlY AND STONE & WESSTEM ENG. CORP. AP999VfD DATE SCR500 NO. SHEET j 1 Lance opg seg segT L SKETCH No. u600.02-0G-csb241 Q gL' g/ wts 2 G'
- i 7 -y--hi- r r -,--v --
v yyy y w ww r w --Wswywww-
. ggyg su0asmAw scctzaa 70utR STATION BORING NO. 22.Lt_.
- 40. NO. us00.at s C00R0lNATES umt J 124 GROUND ELEY (1) 20.s SHEET M 2 WICLBIATION - *" OEARING A INSPECTOR C L * ' "-'
DATE : START / FINISH e noe e3 / e noe es CONTRACTOR / DRILLERsoil wa o. nennu cers./sodser
- STATIC GROUN0 WATER DEPTH /DATE1Lis _in? / a noe s1 DRLL RIG TYPE TNk head-ca tral Mine873 DEPTH.70 SEOROCK noe noternised em TOTAL DEPTH DRILLED 'i M (m METH003
. ORLLjNg $g a taeh 0 1 hett-, r ...--e S E W6G SQL scandard Penetration Testing (ASTM n1586) ORLLBIG ROCK */A SPEQAL TESTING OR NISTRUMENTATION h-i- COMMENTS E - - 5E zG w wm EI $ 8
$ bU k 8 E SAMPLE DESCRIPTION C'1
=
as a$! - H ** -
+20 - . savor caArtt, reed-base to 1.3 ft.
~
) ., i -
+LS -
f 1 20-31-32 63 sr m peerly graded searse to time. L.T. 32 sravel to 1 in.. L.T. 31 a.p.g] cu, . drT. u.a .
+10 - f 2 7-8-12 20 sF sANo, etailar to above emes,c gravel to 3/8 in. and semple is wet.
II31 ~
< started unshing fren 10 ftJ
= =
3
- u 3 .
7. 3 u cu,=-n
., s, m e m uar te .
0 - f 6 23-43-76 119 cu, 37 g atacar to above. $ m -H 3 .
]f 3 36-40-96 134 57 M widely graded coarse to fiaa. L.T. 33 gravel to 1/4 is. 3 to 6 1a.
a.
<,, ..,er? .- u.t. .
i 30
. 1. 047Ute IS Igy. 7.
- a. g oncuMD waf R LavtL f indicates p==.tratiesstandard test. 80 RING LOG 1 3.m aseuens0 70 Omove A.s. tediestos emeer taat.
a%Q. Sassets Sp00m s' OR a. antation esed in descriptiones suceans sectrAn rauta STAT:0w
, W OISTANCE SN04r4 USING L.T. = less then Imc Is1 Amp LIIETDIC COMPAllT g 140k N PALLINS W. ,,,,g, . mes,1aatic finne 2 # leIOsCATES USE OF 3004 E.O.E. = and of herias HAasasen. ( )IsoCuss GF
% SAasPLE RECOVERY.
, a 4, % IIOCK Cont RECOVERf/
*
- 2 ROCK OUALITY 0E9801047101L A STCNE & WESSTER ENG. CORP.
- 3. RESISTAseCE 370. PtistTRATICII Ins SLO 4rS/FT.
E SKETCHPh u 600.02- h v .242 U
- 4. 8,97 UsseFit.o . SOIL CLA*alPICA*1010 %
,4,/
EU'E'8 "O on-1. i 0F :
- . _ . _ - - _ _ _ _ - ___ _ __ _. _ _ _ ___ _ _ _ _ __ _ __- - -_-_,.a .
___.A_.
_, . .-. . _ - - . . . _ ~ . _ - ._ ... - . . - . . . _ ~ _ . - . _ - - BOT.tNG NO. nG-Is SHEET LoF 2 i SITE mme uma men smo" J.O. NC.11m.41 ;
- g E a ' ~ E .
sa w we I g g f 8 SAMPLE DESCRIPTION
- 3- -
E -
-10 - M f 6 40-72-94 170 - No ree m ry. .
. (O .
38 7 10-12-16 28 SP-15 . f cn = M.. i .wely
. e 103 graded
....f., coeree.to .flas, e e,wo asocir . fine. L.T. 32 gravel to 3/8
=20 - ]f 8 g}&-16 30 SP- M , stattar to above. ]
= -
8.0.3. et 41.5 ft.
= = ,
- e 4
3 m - M M W . r - . ,. i . - M M
= = i
. M t . -
- W M -
e m
- N M M
- M
~
l M - <. - = a ugyg pqyt 30 Rest subseMY AND STCNE & WESSTEft ENG. CORP. ppmewE0 SATE 30Rees N(1 SHEET , m grtl 3EE SMEET L SMETCH No.11600.02-0G-Gst-242 (-'tI/ Pr/I. N DC-14 2 0F 2 I b
-,.~ ,_ . . . , . . _ , . _ _ . . _ , . , , , . _ . , - -
BORING NO. oc. to SITE IEPm e m 9%Tt **i--a" da No. it m u C00RolNATES w'353 tsesa GROUNO ELEV (l) 20.4 SHEET LOF 2 INCLMATION *TCAL BEARING "/A INSPECTOR c.t. Natose-DATE : START / FINISH u he n / n a.e " CONTRACTOR / DR ALER '^" w-a -" -"" :/ sod a STATIC GROUN0 WATER CEPTM /DATE '"1 / ORLL RIG TYPE fruch Mauarad-coatest win.#7s DEPTH 70 BEDROCK use weersn.a 1t" TOTAL DEPTH DRtLLED 41.s eni METH005 : ORELING SOL 4 tach o.s. hettav o m sue n SAMPLING SQL *--'----"*->H"'-w""ne ORLLING ROCK SPECIAL TESTING OR INSTRUMENTATION _ " - COMMENTS me ta a vertf. et denst,. tortna. ree. 4.- eet., . .i +1s .4 .i -s?. 5 zC w we E I I
$ bU DL 3 *- g
$! $ 8 D
I SAMPLE DESCRIPTION (') g I hh =
+20 - ,, ,
N Q '- r
.o - 1 -. . ,, m . - , ,r.d . re. t. ,m . .u , u .L.,. .. ....,. 1.o...
(16*) dry, very light broma. ,
. =
+10 - $f 2 6-7-9 cu >
16 5, M2poorlygradedcoarseto,1me.3toSIgravelto3/41...mediu.
- o. -t.
[
. - . y a wu n
u i, mo. . u.r t. . . i
.20 0- 4 10-13-u 28 - No REccTERT.
f <n
~
. f 3 10-L2-13
<n 27 - 30 *ECOTERT. [
. - l
.n
- 1. DATUM 13 IEW. F. indicates sta.dard
- a. g.onouwo WATER LevsL I po tr. sten t..t. BORING LOG '
- 3. . Lows REQUlflEO TO 0#1vg A.S. tadicates auser test. l et Nll SAI8PLE SPOON 4* OR sectzRAM stuct.IAa POWER STATIcu saa DISTAsoct SHowse Usopee 8. ltation used ta descriptiosa s
)
O $ 64CPh. HeadasER FALLimt 30".
= less than LapC !stamD LICHTING CCNFANT 30,0th.L.T.,.
ts # las0l 3 s
,,,,,,,,C,AT,ES,U,SE,,,O,P
,, ,0 ....
---.-a,.u. -- na..
,,,,,u,,,0,,,,. .
o 4. % AOCx CORE REcovtRf/ N STONE suTem &u WERS.TER. co. -~ .DeEL CC.R,P.,
. L ,,,,,,P,E,Pe,t, , ,T,!0,4,,,.
U m. .On. Cu.w.eATic oy10 %7e ee aa ..ct sTstais. Am.9
.4 eras / oc-to e OF 2
SORING NO. DC-20 [' SHEET.I,0F f SITg usm m ma mim J.O. NO. usco.61 S
- g g .g a; .s ua S -
,E
,! 8 g SAMPLE DESCRIPTION
*M "
30 ,,f 4 13-24 13 31* $P j_AR, peerly graded coeroe to fine, 3 to 72 gravel to 21/2 ta., t.T.
" (4") 31 a.p.f., medium dense, light brown. eCrevel ledged "
is tip of spoem.
. =
= .,
-u " q ,,
1 1s.u.n (0")
,0 - .0 nam .
= .
= .
=20 g 11 16-16 3r jeg, stattar to above except asetly fine.
f (7") 32
=
I A.B. et 41.3 ft. (el =20.9) =
= .
M m W ed i W g { M M
=
W eu,a 4 e M M E W s W em. som W W W W W M M W M M M el M M M 4 W e W W G , W W W I ema sus e en W W G M M M M M e m W m M W W W W m W W W W W e W E M M e W M e D
- - m w - u m . 2- - m n .,a -, ,, ,
_ m - _ _ ,,. __._-y_ ._ _ _ _._- _ _ _ I l SITg suoezuan avetras to m sTaftew 40. NO. ttseo.at BORIM PNL .Erc.21. COCRolNATES us ts934 21.2 _S HE M C C._. b_ _ I GROUNO ELEV (1) INCLMATION m m at SEARING "/A INSPECTOR C L "* l DATE : START / FINtSH is w as / is noe n CONTRACTOR / ORLLER sett Mee% antes e-ttttet cors.Indse r. l* STATIC GROUNOWATER DEPTH /DATE t'.D / DRLL RIG TYPE Tmk ==ted-currai wi=#75 DEPTH TO BEDROCK set o tenseed em TOTAL DEPTH ORILLED' 41.s em METH003 : DRLLING SCE. 4 tach 0.3. %etiov eten anner gg[gg ggg, Standard feesteettee Testtet (ASTM D1344) '_ DRILLING MOCK v/A SPECIAL TESTING CR INSTRUMENTATION "*** COMMENTS "f a is a 'ariff eneien af da=af f tentism seriso ceneaert.s ven fresi et +14 to et -22.
~
5 zF w we 3 1 I
$ bU I! $ 8
- SAMPLE DESCRIPTION (U k
d o3 g e. g D X Si
=
+20 - - -
= .
3- 6-4-10 M. peerir sreded coeree to fine. mentir fine. L.T. 31 a.p.f.. andtue [ g .g3 , . f 1 (18*) La st dense. dr/. 11sht Dreus ,
= .
10 -
.g, , . f 2 9-to-12 22 se m . peerir sreded e.are to time. r..T. 32 n.p.t.. ==4tue dense. . T
. (ls") 11aht trous. ,
13 ~ 9-16-22 34 57 3 3 statise te eteve .acept meetly fine.
~
3
+3- = f cto ) ,
= -
0
- 4 12-10-29 69 57 M. etailar te above ascept,3 to 102 srevel to 3/s in.
o- (u-) 3- $f 3 19-35 50 (to") 43 sf M . stahat to above.
]
10
- 8. DATuu is Itur. 7. F teates standard
- a. genouno war R Lavtl. r ,e,stu ts,. teet. 80- RING LOG 3.eLows Raouinto To oerve A.s. ta4icatu a.ser sawte
. s'an sAusts spoon s" cR s. motatien med ta descriptions: sacarzAu ucctzAn revra sTAfton j'a casTA=CE swown usins A
t.T. . lue thes . - tous tstmo ucs-oc c:ac'af c e inoiCArtS use or"8 3com a a.,p.,f.= g, , ,, ese,f,la,atta ,, ,,,g,, fines " t MAMutR. ( )INCHt3 or , t SAMPLE RfCovtRY. ca 4 % RoCM CORE NicovtRY/ 1 a ROCK cuaLITY otStehAN ,
- ~ 4 STONE f. WEBSTER LYa. CORP.
I \ g S.STo.PENETRAftM JiEh SWETCH Na 11600.C2-0C-C5L2&4 i RESISTANCE Slows /PT. SoRDs6 No, U 6. upsePtto 904 CLA88lFEA708: . N'to or DATE .L#, sHt T 8 0F 2 sysitu. 67#( DC-21 ' w
-- q - e , - p ,---mey-p%ww. - - - ---.-----r -y - - - --- w v- w
1 BORING NO. DC-21 2 SHEET 10F SITE ** *" ** M N " C' J.O. NO. 11600.41
\
E E c- v g8 .- . .. a s
*ht *$h lI f 8 ! 55 SAMPLE DESCRIPTION 5 3" a h NN gl
.. . 20 7 . u.u.n ,s .0 =co m r. _
. w> .
~ .
33 -y _
.u - F 7 26-46-M tes st Blllt, esmuar to aw. -
. wt
= -
= .
40 - -
.to . . f a 40-70-97 167 st ggt, stauer to abeve. ,
= .
- E.O.3, at 41.s it,
= .
= -
=
- ~
= .
= .
=
- p. ~
~
is - ,,,, ( -
= .
=
4 -
= .
= -
I -
=
=
= .
) = .
.= . .,
j -
= -
=
=
= ..
=. -
,\~
morg. Pam screes Sunawty w STONE & WE55TER ENG. CORP. o 04TE , sones 0 NO. SHEET SKETCH No. L1600.02 00-GE 264 Ay!Ev< unce pr41 SEE SW L di E. L # DG-n 2 op 2
.e - - - , - - , , , , -__--.--._y._ _y-__ _ - - . _ -.,__-,-r_.,,. ~ - - , , - , . _ - _ , , - - , v.__ , - . - - - - _ _
BORING NO. ec- 22 SIT E *****" "* ' * * **** ** "* 40. NO. 5a 'l 2 e m eo SHEET _1_OF l CODRDINATES GROUND ELEY (I) 23 3 BICLMATION N CAL SEARING 3/A INSPECTOR C.L. mione, DATE : START / FINISH l'
- 83 / h 81 CONTRACTOR / DRALER un u- *- ~""- r-- /sedei STATIC 48POUNOWATER DEPTH /DATE "/ DRLL RIG TYPE T"ck **"t'd-C**t'81 Mi"*#73 DEPTN TCI BEDROCK h h"" &" TOTAL DEPTH DRILLED u5 n METHOOS9 )
DRLLING SCE. e tack he11ev seen esser l
,, SAMPLING SQL *"--'*----a'- '---'-- fi" ""m )
8/' DRLLING ROCK SPECIAL TESTING OR INSTRUMENTATION me to a wrificaties of demeif teetten berias. tacetion to a ft sorth er probe #671.
- COMMENTS h--* Meneten une from el +14 en al-22.
!I 35 w E
w= 33 55 5 a SAMPLE DESCRIPTION N E,n II $ 5lw y h s, 2- 2 E * , i 1 1
. - i
. . l
= =
+20 - j j . -
3-f 1 10-16-17 33 SF j_AEg. peerly steded teoree ce fame, meetly - h to fine. L.T. 52 a.p.f.5
, (17") dense. dry, eresse breum , j
+15 - *=
l
=., i
- l to -
., f 2 23-23-24 47 SF jj]!g. etailer to above enesyt 6 to 71 srevel to 3/8 in.. Light brevn. ,,,
, (14") and wet. ,,
+10 - =
=., =
15 - -
. f 3 17-25-37 62 - 30 RECOFsIT. _ l
,, (0") ,,,
+3-
[- . 4 23 33-44 77 SF J g . peer 1T steded eserse to fine. 8 to 13% gravel to 3/81a.. LT.
- f (10*) i 31 s.p.f.. dense. light brews.
0- . ' 23 - f 3 16 27-34 (3") 61 SP 522D_. peerly graded coeree to fine, asetly fine. light brova. _ L.T. 31 a.p.f. dense.
*3- - =
30 -
- 1. DATues IS Muf. 7. indicates stemderd
- 2. g eR0un0 anTER Levet f ,emetrette. test. BORING LOG 3, St.0WS RE0utRES TO ORIVg A.s. indicates esser semple.
en "CLOL SAasPLE SPOON 4* OR ssonenAN NUcLtaa POWER STATION hs OtSTApsCE Ses0WN 0918e6 8. potation used ta descriptions:
- IdOE teaadREft FALLif06 XI'. . 145G ISLAMO LICETING CWFANT L T-
- 1*** ****
$
- i,.0 AT
,,,,,,,,cc,, 3,u,,se,,,w
, ,, 3,00m n...f . 1eetic t-
, g E.0.3. = end of boring
\# NE "IN* G.T.
- greater them a 4. % ROCN CORE flEC0wtRY/ '
E fl0CN OUALITT wesemeT10fL A STONE 5. WESSTER ENG. CORP. h8 3. STIL PtfeETRAftest 4Eh SMETCH No. 11600.02-DG-cst-2&S M ED @, MM N
- s. UsmF 0 SOIL ASSI ICATICDs gysygas. AT=( JY,,L A* DG- 22 I OP
~ _ . _ _ . _ . _ . . . . . . _ . . _ .
BORING NO. 2c.lL. v) SITE 88'NM "m rwn smm SHEET L OF 11800 '1
?
J.O. NO. 5 E - s - ga z= w we C - # 8 i yh hb $! kl $ 8. gj SAMPLE DESCRIPTION gt at 1" 25 Al $g 30 6 20 30-*1 72 SF M . peerly graded. coarse to fine. 1 to 12 gravel to 3/4 1s.. L.I.
- f (4*)
. 32 a.p.f., dense. light brown. "
l 10 .
~
25 -
- - r 2 z w .- ..r.
m
.t3 . .
f 8 20-34 51 SS 37 M . similar to above. 20 . I 7*14 'I II SAND. stattae to above.
. ;0r 3 1a.
30!TGt 4 ia7 GRATTLLY SA A . poorly graded coarse. 10 to fine to 302. _ g 37 gravel to 3/4 in. 3 to 101 a.p.f.. medium, dense orange brown. E.0,3. et 44.3 ft. " M s .
- l. .
l - 4 m
~
se0TE: PCR 80 Rest **"A"y Asso STONE & WESSTER ENG. CORP. APM*0VED CATE Screes pe(L SHEET LEIEND eM1 SEE SW L SKETCH No. 11600.02.DC.csn.245 gd/ fg g. g/ oc 2: 2 CF 2 m.._ _ _
4 SORING NO. DG" 23 f ggyg ==a=mv ev-ne ww w cmm' wtai m ir
- 40. NO. S t ae" 11 GROUND ELEV (1) ie
- SMETM t C00RONATES
; WICLMATION N CAL BEARING "'A INSPECTOR C L *1**
DATE : START / FINISH u w as / u w ai CONTRACTOR / DRLLER w *~-+- v"* -/nodie: STATIC GROUNOWATER DEPTH /DATE "/ DRLI. RfC TYPE T"k '*""t*d-C*"'81 h873
** - - " " TOTAL DEPTH DRILLED 'L5 tm DEPTH TO BEDROCK METHOOS
- ORLLING SQL 6 inch o.s. wuou eten asser SAMPLN06 SOL *"-"*-----*----+--"*-vmm WIA ORLLING ROCK ha SPECIAL TESTING OR INSTRUMENTATION COMMENTS This to a verificattoo of denetfiention boring located 4 ft south of Borina DC-2. Connection
. ham .* ela en a1 1M-5 5 - -
I 51 zE w as a b I I ') SAMPLE DESCRIPTION sE i b,U , - I!
.k 5 m
E * ( 13 - 5-f 1 9-15-17 (11") 32 SF M. peerly graded coeree to fine, meetly fine. L.T. 33 a.p.f., dense. 6:7. 11she brous. .
=
j +10 - = 10-. 2 10-20-33 33 SF SAND. peerly graded coeree to fine.3 to 31 gravel to 3/8 is. L.T. 31
. f n.p.f., dense, wet. 11she brous.
(13")
+3- .
13 - 3 20-33-40 73 SF CRAVELLY SAND. poorly graded ceares to fine. 10 to is: gravel to 3/8 is.. _ f L.T. 31 a.p.t., dense, brous. (11") _ 0 . 20 - f 4 22-30-40 (9") 70 SF M . at=4 tar to above estopt 3 to 63 gravel. 3-25 -
,, f 3 16-43-106 13 1 SF JMD, similar to above.
m -) -
=10 - ,,
u
- 1. DATUM IS ML 7. tadtrates standard
- 3. geacuno wAf tR LEvat. I penetraties test. 00 RING LOG A.S. indicates esser sempts.
3 SLOWS REoutstED TO ORive t'a0L SaasPLE SPOON 4* OR sacazzaat :sceltaa pourt stATICN es W OISTAseCE SDe0Wes uSING
- 8. Notatisa used ta descriptisest
> 140m MAtastR PALLife6 30*. ING IIM LIC3TI3C NANT E * '"0' CATES ust or 300m
]' MAamsta. ( )tNCHis or ,f,,",,(***g,T,,g,,1,,, g,,,,, ,, , g ,s.,
% SAssPLE RECOVERY.
as 4,it. ROCK CORE RECOVERY / 2 ROCN OuaLITY DEsseseATICIL STONE & WESSTER ENG. CORP. ins g 373, papetTRAT1081 SKETCH No. 11600.07-00-c5r-244 atWANCE WR Daft SGWIS NC1 S8EST las
- gg. "' c'^""'*^"*" $EO ,p or.-u i OP :
g - ,~~ - we 7 m mm -mm er 9- M'--Tm- TPT- - - - - ' - - - - - '"-C* - - ' e ew -e+- -,wwe-wv' g='rwe-e+-M- 'w,- - - m-ear = -e-- *-
30 MING NO. Ei,,il SHEET.1,,_OF t SITg = = = * = wm Pom sTam 11'00 'l da No. 5 E -, - ga :- w wa C - S 8
.h $! I5
- SAMPLE DESCRIPTION l" as a- : Ij *it s, 30 f 6 16-Is-24 42 sr - J.agp, unifera, fine, 3 to et m.p.f., endium dense, brosa.
. (13-) sN
=
-U - .
33 -
- f 13-18-22 60 57- , poorly staded esarse to fine, asecly fine, t.T. 32 sravel to 1/4 in.3 f (p") 5N to 102 a.p.f., medium dense, brous.
=
G
-20 -
0_. _
. f a 9-13-20 33 5F- ),q p.,. staLlar to above. ,
,, (7") 5M
=
E.0J. at 41.3 ft. - 1 m m W W W W W W E W
% W e 4 a -
M m j M M i au - i M M M M M g E
. W
- )
M M e eu a m 6 O e a m w ,, 9 m M e
- m
, e W e en W G W W m M W W W W e M M E M M M M W E 5 W W "
l egyTg: Pom sensee submaNtv Asso STONE & WEBSTER EK CORP. DATE Bonese No. 344EET l Lampe pen agg spetT L SMETCH No,11400.02-oo Gst-246 / gjn.J/ 00 13 2 Cfr 2 l 1
- - . , , - . - - , - - - , . . . . . - ._- _,. - -_ ., ._ . .-,..._.___-_,_.._.._.w.__.. _-.,_,--,__..,,_.m,.-,y--m.-,, - ,.-_. , ,- ,x - , ..y.
i ggyg ==== ww ns poet " M NC.11600.41 BORING NO. .Kcs. 4 COORDINATES mm m3 GROUND ELEV (1) l' 3 SHEET _1 0F 2
" CAL BEARING w/A i INCL 51ATION, INSPECTOR CL "=%--
- . DATE
- START / FINISH 13 nae 83 / 15 see e3 CONTRACTOR / DRILLER soil Mecheates orillin, corp./ Rods t STATIC GROUNOWATER DEPTH /DATE tm / ORLL RIG TYPE Tmk heaMuen' mei 73 DEPTH TO MOROCK use osterminad t)
TOTAL DEPTH DRILLED 'l 5 tm METH003 : DRLLING S4X. 6 toch hollow stem outer ganpLING SOL ' - '--' - - ... ., .. .., (ASTM ot sse) l DRLLINS ROCK 8/' l SPECIAL TESTING OR INSTRUMENTATION =--- COMMENTS this to e vertricettes et doestrtu.etos bortae located a te eeuth et vibreerab #446. e - - eine was f m m a1 +14 to al -22. 35 W WS E - IE *N* I! $l I8 ! b SAMPLE DESCRIPTION l 32 3" 2s 3 3I y h; es
= .
=
N -
+13 3" _
. 1 8-14-14 30 SF SAND peerly graded tearse to fine, mostly fine, L.T. 32 m.p.f., medium ,,
j ,, (14") ~ E s,s, dry, 114ht bruse.
= .,
+10 - 10.",,,
2 17-23-34 61 SF jag, poorly graded seerse to fine, L.T. 32 e.p.f., dense, set, light .,,
. (16*) bewee. _
~ . ,
" =
+3 f
3 19-30-30 64 SF jeg, staller to obeve emeett mostly fine. (2r) l 0-20 l . f 4 21-36-32 (0-) 84 - 30 RECUTIET. .,.
, . 3- 23." , ",,,
. f 3 22-44 74 120 - 30 EECUTERT. ,,,
. (0") ,,
- 1. DATUti IS MLW.
- a. gen 0un0 unTER Laval.
7. I tadicates steederd peescrettee test. BORING LOG
- 3. GLOWS Rt00tAtB TO Ongyt A.s. tedicates esser oeople.
se 2%D. SA4sPLE SPOON 4* OR sacazaast secLtaa routt STAT:03 4 w Destasect sp0wN usnes s. setecin seed ta descrutions:
>* B40E MaarastR PALLites 30". 1.ouc istaND LISTING COMPANT g $ o'ns0 Carts ust Or 300m 04AaststR. ( )tseCHES OF
,j;, *$1,",,g,,g,,,
g sansPLE asC0vtRY. g.o.E. . and of herias e 4 % IIOCM Cont RECOVERY / i E NOCat CUALITY DESeeseATICBL STONE & wtBSTER ENG. CORP. la8 SKETCH Na 11600.02-DC-cst-247 3 *& ==Taac " own-370. gg. "* PiletTRATION ,0 u- .o .a a c'^****"'" t ?
%to . 0.a i 0, 2 ,--_--,,-,,,-.,w-n ..,,,-,w-,-- -
r ,c ,,m..,v4-,,-- ,~,.swe-_ n,,,,,w,, ---,-,-,-,_-n___-,, ,,,mm.,,_,,w_.,_,_a,-w,,, , , , , - , , , , , - - - , --
,. ...:. _, . - . . . . ~ .
1
\ 30 RING No. sc-26 SHEET 1 0F
- j SITg s m az m u m a m en s m m 116o0.41 4 0. 800.
i I I =~ " ** E 3 3 y .. g>! om k NI 33 I8 gg kg k SAMPLE DESCRIPTION l .t l= - 5.g . Je [f i 6 li u O 106 SF LAER. peerly graded coarse to, fine. 3 to at gravel to 3/4 in. 3 to (1s") 52 s.y.t.. dense. 11sht be===. "
=
13 - 35 =
. f 7 22-25-43 es sr jeep., similar to ebeve essert meetly fim and me gravel.
. (12") ]
~
m
=20 -
,, =
40 = ,
- f 8 -
6,413-14 29 SF EL.T.
' M53'IF # " ** ** #A*** * " O 8 * ** 'I 8'*'*1 ** 3/8 "* * ~
a.p.f., medium dense, brown.
) .
5.0.s. at 41.3 ft. - M J W g a m e M .i " I f . M W i M e
- m. POR Bomsse smesamy Aag STONE E WEBSTER ENG. CORP. AP O IMfft SCAsse NO. SMEET unce esti SEE stst? L SMETCH No. 11600.02-064SE-267 g g,emJP f
DG-24 2 0F 2
, , . , . - _ . . , , - . _ . , , .n..-., . , . - , , . , _ . , , . . , , - , _ _ , . , . . , _ , . . , . .. __,,,_-_.,_,_,.,,_,_-__,.,n . . . - . . , _ . _ , _ . - . - . . , , , _
_ - .__. ~._ _ .- ~ _ - _ ___._. A BORING NO. DC- 25
*"a"" *" ur"* *u wmn, SITE 40. NO. 1cc 't CCORDINATES "" *W CROUND ELEV (1) 19.6 SHEET LOF -
INCLBIATION vra-tcAL BEARING 8/A INSPECTORC.L "alo w DATE 1 START / FINISH 13 nae as f i_s 3., es -n m CONTRACTOR / DRILLER h" wa-*- .,imedp STATIC GROUNDWATER DEPTM /DATE ('M / DRILL RIG TYPE Truck *u8t*d-C*nual una#73
' 31 5 DEPTH TO SEDROCK Eat Data &*- 'PM TOTAL DEPTH DRILLED fr??
METHODS : MLLING m 4 tach 0.0. he11ev stem outer SAAFLING SQL * * - - " - ' - - "- '--"-- (AM 31s so ORLLBIS ROCK 8/A SPECIAL TESTING CR WISTRUMENTATION *-
~
COMMENTS This im a verifican- e t a- m- n e. saan t a,...a a e .~ e6 er vuesares. em. / 1 ... e. ma em a1 +1a ta ei - a_
$ zE w ins a b I lE u H E"
,$l ,l8l y ll 25 SAMPLE DESCRIPTION (8)
=,
. .- m -
\ ,
~
+LS = 3$ 1 8-11-13 24 SF M. peerly graded coeree to fine, meetly fias L.T. 31 a.p.f.,
[ f e= dense, dry, very light brows. (12") _
= -
+10 -
10 -
,, f 2 9-16-19 33 SP jpg, peerly graded seeree to fine, L.T. 33 a.p.f., dense, ust, light (14") ersum.
~ ~
+3 - 13 , -
. f 3 13-17-2. 43 SF jgg,, stattar to above.
. (11*) - ,
*' to -
4 20-29-37 44 Sp GRAVtt.t? SAND, peerly graded eserse to fine,10 to 133 gravel to 1 ta., =, f (13") 3 se 7: a.p.f., dense, light brous. a 3 13." , ."
,, f 3 15-22-20 42 Sb J,gg, peerly graded coeroe to fine, mostly fine, 3 to 102 a.p.f., ,
(1*) $N asetum desse, light brous.
~ ""
=10 - 30
- 1. 047u00 IS NLV. 7. indisette standard f
- z. g enOume unisa LEVEL penetratise t u t. BORING LOG
- 3. E0WS RE0ut#EO TO Detyt A* 8
- I*dI** * ** '" ***'I*
- en & WN OR 4. seteties used la descriptione SuossaAM NUC:.IAA Powt1 STAT 10s g
- - a. - 30. t... 1.e. E m to.O m t: = c: A.,
7 m tseceCAfts USE OF 3000. m.,,g, . e mplassis fisse Massasta. ( )IseCHES OP g,0.3, . and of bertas
% SAasPLE RECOVENT.
e 4. % NOCK CORE NECOWtav/ g A pg h STONE & WESSTER ENG. CCRP. SKETCH Pos. 11600.02 00. cst.2tg
-0 . T
. .tt.e..fam.CE envem.
0 . u A. M PT g and. no-23 i e, a
1 4 BORING NO. 00-25 SHEET t 0F 2 SITE-sem wm WD S'AM J.O. NO. lisco. 5 5 - w W 8 - g* = w we S - 55 w
"$ $# {5!g g g 5k, SAMPLE DESCRIPTION 30 , f 6 12- 14-21 ry) 39 SF JSE.,
u .poorly e w graded e.- 4---coarse to fine. $ to 102 gravel to 3/8 is., L.T. , te.w % _ E eum
~
. E.0.3. at 31.3 ft. (el -11.9) _
e e e e m e W em M M M W W e M e
* =
I
" em m
6 m W W m M M M M M W W M e W e e
" m W
W W
" su M
M
- m
- h O W
" muu E M E m E e E W psyft: put sceses stAetMtY AND STONE & WESSTER ENG. CCRP. O pit scasse mi SMEET m seq 1 seg settT 1 SKETCH k 11600.02-00-CSE 264 ffja. M DG-13 2 of' 2
8'o*"" "*** 'ours sTAft0W BORING NO. .2fclL STE 40. NO.11800 't COORDINATES "" '"8 GROUND ELEY (1) 20 0 INEEI 1.0F ? SICL30ATION "*" BEARING W/A INSPECTOR 0 t *1"' DATE : START /FINISN " w / n w a1 CONTRACTOR / DRILLER soil mehantes ceilitse cars./seds ir
- ~~
STATIC GROUNOWATER DEPTN /DATE 'm / DRILL RIG TYpgtruck nounced-centret Minens DEPTN TO MOROCK w h-* " W TOTAL DEPTN ORILLED 'l S d"' idETN003 : ORELl306 SE 6 ta. 0.D, hollow sten asser _
- Standard Penetreties Teettaa (ASTM DL5se) gAgp(ggg gg l
ORILLBIS ROCK wh
- SPECIAL TESTN86 CR 9887RUtdENTAT10N ""
COMMENTS N a in a densifiemetem veriftention berina. ca eectice use tres et +14 to el .22. s E 2 I E E t
- 3* 3 I Bfg M h
*3
- SAMPLE DESCRIPTION")
- M 4
= -
N ,_
+
- 10 - ""
1 19 25 32 (14*) 37 sF. sN g ,f.,peerly e.p. steded seerse to fine, $ to 102 stevel to 1/2 la., 3 to 8% damme, met, brown. "
+s- u-
. f 2 17 13 39 62 sr. g , esmiler to abe ,e essept meetir fine and L.T. 32 gravel to 3/s is. !
. (6-) su .
~~
0 - to -" 3 21.sr.as Liz sr peerir er ded eseres se et o. seetir time, t.T. st e.p.t., dense, f (1sa) Yem,tb=u. ~
-s- 1s - 6 34 60.tartea sr 3 , eastlar te en m except L.T. 3: sr = 1 to 3/8 is.
~
f (9*) so , l. satum e ar. 7. y .dsutu d.e4 j a.genouse Warte Lavat r ,em eresse teet BORING LOG l 15 LOWS A80mmte 70 014v8 A.$. ladicates eager amuple
- 8. uneetten used to descriptiones s30s EAN NUCLEAR POWER STATICW
! T SMOWN , i > L.T. - less than j g M.O.E.pe.aMME.R FALLI,NS S.gf w.1su. u.u= = = t 18 o
) ,,.t,,,a,,
i.0.s. . -- - 2.e.m en w i.e: = i
% sample stCovtav.
e 4. % ROCM C0st AEC0YtNY/ a m suaLITY Otseenam A STONE 6. WESSTER EMS. CCRP. R M SNETCM No. 11600.02.Dav.st 269 E ,S,Ta pg M ,7,
.4 8. WeNFISO 90lb CLA80eFICAT10lg NED 04T8 001518 NCL SHEET l
1 STSitM. M -
,,af //. g 05 26 1 0F 2 ..--,----n.,.----,,.---- - - - - - , . - - - - - , - . . - - - - - , - - , . . - . . - . -
.I @h e a, -eym--Aer,.yc
...-~.,, b I
, BORING NO. 2idi. sMEET 2,_OF . 2
==== w m m en s Ar m I SITg 40 NO. ueco.41 g , e g 8 =~ ~E "" -
3 E y g f 5 g SAMPLE DESCRIPTION 3- - I s as-5640s les sp mart:.tr saun, peerir steded eseree te fine. 25 to 352 arewel to 3/s is.. "
=
a (7") L.T. 3E a.p.f., very desse. 114kt bream. = 4
- 33 . y_ _
. f 6 32 40-03 133 SP- . peerir sredad emerse to fame. setly flee 7 to 122 srevel to j (10") sM is. 3 to 73 e.p.f.. dense.11skt besus .
= .
1 = .
-20 -
40 - f 7 sp jeg, similar to eheve estopt as stevel and erante brein to brown.
,g, .,
{Mf-123 192 ..
= .
. - s.0.s. et 41.s ft. . ) , , $ m .
= .
W E W
= -
6 m j G e W W W e W e ] WRE enum a = W W W e W W W m j W W I W
- W W e M M M .ma e m l E W W W 8
M M g a e 4 ed M W W M M m M . W W el M M M M M i .,, - e en m em l ers: m seasse manner no A sTomt e, weasita esos cene. 'o o coass mi 4 Lane seu ses user t 4th susten n., neo0.c2.oc.ca.m gj.nt,/ se,.a snaar
- _ _ . . ~_.. . _ _ . _ _ _ ___.___. . _ _ _ _ _ . _ . . _ __ . _ . _ - , . _
BCRING NO. nc-27 SITE **"" = "=*"" * " J.0, ND. t' m , COORDINATES unst me GROUND ELEV (1) 20.2 SHEET LCF 2 INCLMATION m TICAL "'A 8' L M*A***? BEARING INSPECTOR , DATE : START / FINISH 21 D** O / 21 nee a3 CONTRACTOR / DRfLLER sati sewat e ar t? ? *-. es-e laedsor
~
l STAT.C GROUNDWATER DEPTH /DATE "" (M / DRILL RIG TYPg Truct waees<estrai wi a #73 i DEPTH 70 MDROCK *** D*ternteed em TOTAL DEPTH DRILLED 41 3 tm METHODS : ) ORLLING SCE. 6 te. 0.3. hellow eten euner l 3A&p(gg g Steederd Pesecrettee Teattet (AS*M 01!86) ORLLING ROCK itaa SPEC 3AL TESTING OR INSTRUMENfATION None COMMENTS This te a deastriesetan verittemeten berinn. 9a-- at ea- , t . era, ei .is e, et .22. s iE q .. .s _ s s . - 3 =bUN! k 8
- SAMPLE DESCRIPTION (s) se
= - 9 mg -
)
= .,
= .,
=
=
=
=
f 1 8-11-16 27 SF ),jLfD_. poorly graded coeroe to fine, asetly flee. L.T. 32 a.p.f., dense. " (13*) wet. 11sht brous.
= .,
*'~
$f=
2 10-14=12 (13*) 34 SF M ,. etailer to above.
~
~
= .,
=
0- r - 20 ".f 3 13-14-26 44 37 g. peerly graded coeroe to fine. L.T. 31 gravel to 1/4 La. L.T. 31 .,, (7*) s.p.f. w f= dense, brown.
= -
~
*3~ 4 14-23-32 33 - 180 REC 07tII.
~
- f "
(0") e p
~ ~
10 1.047Uts 18 EW.
- a. 3,omovmo wafta LevtL F. I' indicense standard pene.
trette test. BORING LOG
. u ..o... TO ,vt A... m...to. e er -ie.
E TAfsCE USI S. potettaa Used La Doesrtptione SECREIAN NCC12AR POWER STATION k i O ) 640E MAMMER FALLING 30". e #NoeCAfts ust or 30cm Matsutg. ( ) INCHES OF L.T. e lose them
..p.f. . one,teette tia.e g g gg gg E.0.3.
- ene et bortes SAMPLE MCOVERY.
a 4. % 20 Cat COM NECOVENT/ E NOCK 00ALITT M91eNATIC8L W & STD,PE NTRAfl088 STONE I. WEBSTER ENG. CORP. O -SigfA8ect Slows /FT. SKETCH Na 11600.02.M-cst-23S y s c""'"'" 04ft SOWS Na 884t7 q,'a "5 . 3EO ,u :, i 0, 2 e_ __ _ _ _ - - - -
4
/
l BORING NO. DC-27 SHEET 1CF 2 l SITE suos a w wcLaam m en STAT M 40. NO.118co 'l J E ,e a g 8l .- . w. } *b E$ II Em II .! 2* 3s 8 E 9 hi lsl SAMPLE DESCRIPTION 1 l't -
. . I I
4 4 i 1 -18 8o u-a,-43 n 2
- I s -
m nicor m . .
. . (n .
-u - ,, -
1 f a no.4 -n ne (M
- no escamr. -
W 1 . 1 . .
-30 -
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- A AD - colt Diesel Gen. Bldg. '
RUNUP CALCULATION p" AE - Su .montary Fuel Oil Bldg. p , i FSAR FIGURE 2.4.5-3 WILL BE E_ - ED AS INDICATED ON T!!IS PRINT. i S S // R R O M o -o(a
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4 i- Chapter 3* i I: LILCO plans to incorporate the following material in Chapter 3 of i the SNPS'FSAR. This material is relevant to features of the design or installation and tie-in of the Colt emergency Diesel i generators.
' N 3
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- Note: Section, Table, and Figure numbers correspond to those
! used in the SNPS FSAR.
i 3-1 November 1985
-~
~
Section 3.1.2.17 Electric Power System (Criterion 17)
,(Oj Criterion
~
s , .............................................
$ '$pd theplaces first Design Conformance paragraph, top
, .of FSAR, Two offsite power transmission systems, three Pg. 3.1-14) onsite lead standby Diesel generators and
. three onsite alternate standby Diesel generators with their associated battery systems are provided. Either of the two offsite transmission power systems or any two
>' of the three onsite standby Diesel generator systems have sufficient capability to operate safety related equipment for cooling the reactor core and maintaining primary containment integrity, and other vital functions in the event of postulated a accidents.
e A- - yj ~,,, , 5 - ........................................... Caction , 3.1.2.18 Inspection and Testing of Electrical Power Systems (Criterion 18) N Criterion s yf 4 '
'N ,
(Replaces first, Design Conformance Second, and
'. ,- third, Para- The onsite power systems, consisting of the i graphs, top of lead and alternate emergency Diesel generators FSAR, Pg 3.1-15) with their associated switchgear assemblies supplying power to safety related equipment) ,
and the associated battery systems, are
- designed and arranged for periodic testing of each system independently. During refueling shutdowns, a test is conducted to demonstrate f< the operability of the automatic starting and
/ load sequencing capability of the automatic
- / starting and load sequencing capability of the N lead emergency Diesel generators. The testing
,t
'- procedure simulates a loss of bus voltage or a LOCA signal to start each lead emergency Diesel, generator and connect it to its bus. The normal loading sequence is carried out. f-~s U .
^
3-2 November 1985 e Og
. - - . . ,.-v -_
,, , _ . , - . ,- ..-..,m .- . - -, , _ . . - - , - - - , e-- - __.~. - , - - - - -
-i Full load testing of each alternate emergency Diesel generator can be performed while the plant is at power by manually starting each 7-]s t \ alternate emergency generator and by manual synchronization to the normal power supply.
These tests are required to demonstrate the I operability of the electric power syctems l under conditionssas close to design as practical, to assess the continuity of these systems and condition of the components. Inspection and. testing of electric power i systems, described in Chapter 8 and the SNPS Technical Specifications conform with Criterion 18.
............................................ l
............................................ l l
Section 3.1.2.34 Residual Heat Removal (Criterion 34) (FSAR, Pg 3.1-34) Criterion Design Conformance (Replaces last The plant emergency buses" supplying power to four paragraphs engineered safety features and reactor protec-l FSAR, Pg 3.1-35) tion systems and those auxiliaries required for safe shutdown are connectable to the emergency Diesel generators located in the plant. Each power source, up to the point of its connection to the emergency power buses, is capable of complete and rapid isolation l from any other source. Loads important to plant operation or safety related are split and diversified between
~
emergency switchgear sections, and means are
'\ provided for detection and isolation of system
( faults. The plant layout is designed to effect physical separation of emergency bus sections, emergency; generators, switchgear, interconnections, feeders, power centers, motor control centers, and other system jg~g components. N.] 3-3 November 1985
]
Six emergency Diesel generators are provided. These are paired in three groups of two each s to supply an onsite source of A-C power which is not dependent on external sources of supply. Each of the three groups preselected contain a lead emergency Diesel generator and an alternate. The pairing of the generator in this fashion provides a-highly reliable source of emergency electrical power. Any two of the three lead generators is adequate to start and carry the essential loads required for a safe and orderly shutdown. O O 3-4 November 1985
O O O TABLE 3.2.1-1 EQUIPMENT CLASSIFICATION N LILCO (4b) Scope (2) Quality (4a) Quality Purchase Princi-of . Group Assurance Seismic (5) Order (6) pal (7) (8) Date Comment
- Location (3) Category Category Code Principal Component (1,30) Supply Classification I Reactor System II Nuclear Boiler System 1 .................
) XXVII Onsite Power Systems 1 a. TDI Diesel Emergency Power Systems 1 I ASME III-3
- 1. Day tanks R -
P P R,0,F0PH - 1 I ASME III-3 1
- 2. Piping, fuel oil ,
system ASME III-3
- 3. Valves, fuel oil P R;0,F0PH - 1 I system P R,FOPH - I I ASME III-3 X
- 4. Pumps, fuel oil i j system X
- 5. Pump motors, fuel P R.F0PH - I I ,
l oil system P R - 1 I X
- 6. Diesel-generators 1 I X
- 7. Electrical modules P R -
with safety functions P R,0,F0PH - I NA X
- 8. Cable, with safety functions
- 9. Diesel fuel storage P O - I I ASME III-3
} .; tanks P R - 1 I X
- 10. Diesel air start system
- 11. Diesel Generator P R,0 - 1 I ASME III-3 (33)
Exhaust Lines 3-5 November 1985 e i
m , ,
/ ~' _
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4 TABLE 3.2.1 EQUIPMENT CLASSIFICATION LILCO - (4b) ; Scope (2) ' Quality (4a)l Quality. Purchase Princi-of Group- Assurance Seismic (5). Order (6) pal (7) . (8). Principal' Component (1,30) ~ Supply Locatida(3) Classification- Category . Category Date- Code' Comment.
- b. Colt Diesel Emergency Power Systems
- 1. Day tanks P CEDG - I 1 ASME III-3
- 2. Piping,' fuel oil P CEDG,FOPH,0 - I I ASME III-3' system
.3. Valves, fuel oil P CEDG,0,F0PH,R - 1 1 ASME III-3 System
- 4. Pumps, fuel oil system P CEDG,FOPH - 1 I ASME III-3
- 5. Pump. motors, fuel oil system P CEDG, FOPH - I I X ,
- 6. Diesel-generators P CEDG - 1 I 10/83 X
- 7. Elcetrical modules P CEDG, R - 1 1 X j with safety functions
- 8. Cable, with safety P CEDG, R,0,FOPH - I NA' X functions ;
- 9. Diesel fuel P O -
1 I ASME III-3 -+ storage tanks ,
- 10. Diesel air start P CEDG -
I I X system
- 11. Diesel generator P CEDG, -
I I ASME III-3 (37) exhaust lines
- c. A/C Power Systems, Safety related g i
- 1. 4160 V switchgear P R -
I I ;/73 X j' 2, 480 V switchgear P R - I I 1/74 X +
- 3. 480 V MCC P R,RB,P,CEDG -
I I 4/74 X :
- 4. 120 V Panelboards P R,RB,CEDG -- 1 1 7/75 X $'
- 5. Cables (instrumen- P -- -
I NA - X tation control and Power) .
- 6. Transfo;-)ers P CEDG,R.RB,P -
I I 1/76 X ! 3-6 November 1985 ,
'l
. r-~x ,
( - (a) TABLE 3.2.1 EQUIPMENT CLASSIFICATION i LILCO (4b). Scope (2) Quality (4a); Quality Purchase Princi-. _ , of Group Assurance Seismic (5) Order (6) pal (7) (8)' ; ) Supply Location (3) Category Category Date Code' Comment i Principal Component (1,30) , Classification li
- d. Containment electrical .............................................................................
4 ptnetration and i assemblies 1
- c. Fire stops .............................................................................
- f. DC power systems, safety related R, CEDG - 1 1 11/74 X i 1. 125 V batteries, P battery chargers 3/75 ,
- and distribution equipment
{ j .......................................................................... 1 i I ') i i i 1 I i 4 i i 4 s i 3 i 4 k i '- J 3-7 November 1985
r~y p
& Q,j -
TABLE 3.2.1-1
' EQUIPMENT CLASSIFICATION- 14 LILCO (4b)
Scope (2) -Quality (4a) Quality , Purchase Princi-of ~ . Group. Assurance Seismic (5) Order (6) pal (7) .(8) Principal Component (1,30) Supply Location (3) Classification Category Category. Date Code- Comment Notes: (See FSAR Table 3.2.1-1, Page 20 of 26)
- 1. ...........................................
r 0 7 n
- 3. PC = within primary. R = Control Building containment e RB = Within-reactor T = Turbine building g building FOPH = Fuel Oil Pump House :
0 = Outdoors on Site RW = Radwaste building '
.i P = Screenwell house TSC = Technical Support ,
EOF = Emergency Operations Center g Facility CEDG = Colt Emergency Diesel Generator ^ Building
- 1
............................................................... g
- 37. ASME Code Case N-253-2 (April 4,1983) invoked per NRC . [_
letter Docket No. 50-322 dated November 5, 1985. b 1 t
's i
n 3-8 November 1985
. . . . , .u e., n. e. . , . , . g., _..=.n_..x._.= x. .. . . - .- -- -
1 Section 3.3.2 Tornado Loading ; /,_N
- )
's_/ (FSAR Pg Components which directly affect the l 3.3-1) ultimate safe shutdown of the station during l tornado conditions are protected from tornado effects by being located either underground or within the protection of structures or portions of structures designed to resist tornado effects. The ' following structures or portions of structures are design to resist tornado conditions:
- 1. The Reactor Building
- 2. The Control Building This structure contains the main control room, the TDI emergency Diesel generators, and the emergency switch gear.
- 6. Colt Emergency Diesel Generator Building The structure contains the Colt emergency Diesel generators and all
("' s - auxiliary systems.
- 7. Supplementary Fuel Oil Housing The structure contains supplementary fuel oil storage tanks.
- 8. Electrical Vault and Access Structure The structure contains power and control cables which utilize splice boxes to route the control and power cables from the CEDG building to the Control Building.
Section 3.4.1 Flood Protection (FSAR Pg. .......................................... 3.4-1, Paragraph 4) .......................................... The structures identified in Table 3.4.1-1 have been analyzed and found to be capable (O) s/ m of withstanding the effects of a storm 3-9 November 1985
~ - - - - - - " ~ ~~ - -
. . : - - _ .- '"' :L T r.:.:: L ~ -^
+
producing a maximum stillwater level of El. ' :(. 26.~0 mlw.and wave runup, which varies from El. 30.0 mlw to El. 43 mlw, depending upon the structure being evaluated. These
- elevations result from the probable maximum T hurricane (PMH) surge and wave activity as presented in Section 2.4 add Appendix 2N.
! .The relationship between the plant 4 structures and the site elevations is shown f on Fig. 2.1.'l-2, 1 ] The PMH induced-flood levels are. summarized. in Table 3.4.1-1 for each structure
- _ containing equipment necessary for the safe t shutdown of the plant (screenwell/ pump house,; reactor building, Control Building,
; - Colt emergency Diesel generator building, I supplementary fuel oil housing, Electrical.
- Vault and Access Structure, and Diesel fuel C oil pump house). The flood levels stated for each building correspond to a maximum 3
stillwater of 26.0 m1w plus a wave runup condition. All structures required for the e safe shutdown of the plant have structural capability to withstand the' forces. generated I by these conditions. a .......................................... The supplementary fuel oil housing is located on the north side and adjacent to lj the fuel oil pump house. The structure is ' designed for a wave runup to El. 30 ft - O + in. There is-no exterior opening below El. 35 ft - 6 in. i ..........................................
- j. ..........................................
= The Colt emergency Diesel generator building I- is located west of the screenwell building. [ The north wall of the building is designed for a wave runup to El. 40 ft - 0 in, and all other exterior walls are designed for a wave runup to El. 30 ft - 0 in. There are ! three separate cubicles in the building and ! .each cubicle has two pedestrian exterior door openings, one on the east and one on the west side.of the building. Flood doors r are mounted in an open portion of the
- . outside of the regular doors. These will be i closed and secured when there is a danger of flooding. The locations of these doors are shown in Fig. 3.4.1-5.
3-10 November 1985 a
. -, The Electrical Vault and Access Structure is -f i located on the east side of the Control \s / Building adjacent to the door opening into corridor 9 of the Control Building. The structure is designed for a wave runup to El. 30 ft - 0 in. All openings below El.
30' - & shall have hydrostatic seals. A flood door is mounted in the labyrinth which' provides exterior access to the structure. The door shall be closed and secured when there is danger of flooding. Section 3.4.2 Analysis Procedures (Replaces second The wave runup forces on the walls, doors, paragraph Section and louvers by non-breaking waves are (3.4.2) treated as an equivalent hydrostatic loading with the height of water equal to the maximum wave runup elevation. Depth limited breaking waves are assumed to impact the Colt emergency' Diesel generator building and the supplemantary fuel oil housing. The force of the breaking waves is m computed by Minikin's method. The hydrostatic force, measured from the crest of the breaking wave, is combined with the breaking wave force to arrive at the total force on the structure. I v 3-11 November 1985 4
,--v-- - -,...,.n.- n - , . . ----.,.c
.O b d. '
TABLE 3.4.1-1 FLOOD PROTECTION FOR STRUCTURES REQUIRED FOR SAFE SHUTDOWN Safety Related Elevation - Lowest- Probable Maximum Hurricane Flood Temporary. - System or Component Exterior. Access Elevations (2) Food Protection .: Structure Housed in Structure Opening (1,2) Still Water Wave Run Up Provided
- 2. Control Building Control Room,.TDI 25.0 26.0 34.2 North Watertight Doors Diesel Generators and Support Systems.
................................................................... t
- 4. Diesel Fuel 011 Diesel Fuel Oil Pumps 20.5 26.0 30.0, North Watertight Doors ;
Pumphouse
- 5. Colt Emergency Three Colt Diesel 20.5 26.0 40, North Watertight Doors Diesel Generator Generators 30 East, West Building
- 6. Supplementary Three 24,500 gal. 35.5 26.0 30.0 North Not Required Fuel Oil Building capacity fuel' oil tanks
- 7. Electrical Vault Power and Control 25.67 26.0 34.2 North Watertight doors and Access Cables for the Colt structure Diesel engines (1) Penetrations below the lowest exterior access openings typically include underground electrical and piping penetrations which are designed to prevent intrusion of significant amounts of water.
(2) 'All elevations given in ft alw. i 3-12 November 1985.
fm Section 3.5.2.1 Equipment Generated Missiles (,'~ ) (New paragraphs above second from last paragraph, ...................................... FSAR Pg 3.5-4) ...................................... l The Colt emergency Diesel generator halon fire protection tanks are considered a credible source of missiles. However, the halon tanks are located in the OA Category II auxiliary equipment building which is adjacent to and outside the cubicle which houses 1R43*ENG901, and as such, their failure would not impact operation of the Diesels. The halon piping system is not normally pressurized and presents no hazard. O
- \I 3-13 November 1985 O
e
- - - . . - . , _,m._ _ . _.. _,, __ -. .. . - . _ , . . - _ , . , _ _ , _ _ . . , . _ , . _m -
f"' TABLE 3.5.1-1 EXTERNAL MISSILE BARRIERS d ltem Structures Shields No. Structure and Barriers Figure Reference
- 1. .............................................................
- 2. Control Room, Concrete Walls 3.8.4-6,7 Switchgear and and Roof TDI Diesel (Generator Rooms)
- 6. Colt Emergency Concrete Walls 3.8.4-32,33 Diesel Generator and Roof Building A
s 7. Supplementary Concrete Walls 3.8.4-34 Fuel Oil Building and Roof
- 8. Electrical Vault Concrete Walls 3.8.4-35 and Access and Roof Structure
/
4 3-14 November 1985 1 5 h I
Section 3.8 DESIGN OF CATEGORY I STRUCTURES lN->I (FSAR Pg. Design of Category I structures is addressed in this section as follows: 3.8-1)
- 1. .............................
- 2. .............................
- 3. Other Category I Structures (Section 3.8.4)
Control Building Radwaste Building Service Water Pumphouse (Screenwell) Turbine Building (Not Category I) Secondary Containment Pipe Tunnel Diesel Fuel Oil Pumphouse Colt Emergency Diesel Generator Building Supplementary Fuel Oil Housing Electrical Vault and Access Structure Section 3.8.4 Other category I Structures Description of the Structures I 3.8.4.1 The plant consists principally of the reactor building, turbine building (not Category I), Control Building, radwaste building, screenwell structure, secondary containment, Colt emergency Diesel generator building, Electrical Vault and Access Structure, fuel oil and supplementary fuel oil housings and pipe tunnel arranged as illustrated on Figs. 3.8.4-1 through 5. 3-15 November 1985 l L i i I l 1 l
6-Control Building
) The Control Building is.a Category I, three-story reinforced concrete, missile-protected structure with outside.
dimensions of 60ft - 61n. wide by 169ft - 6in. long by 60 ft high above El. 25ft - Oin. This building contains the main control, emergency 1-? switchgear, battery, relay, and TDI emergency Diesel generator rooms. The foundations extend down to El. Oft - Oin at their lowest point. The ground floor of the switchgear and battery rooms will be at El. 25ft - Oin. The ground floor of the TDI Diesel rooms will be at El. 22ft - Ef.n. The control room building has concrete floor slabs at El. 25ft - Oin, 44ft - Oin, and 63ft
- Oin with a concrete roof at El. 84-0 and top of parapet.at El. 85ft - 61n. The floor of the main control room at El. 63ft - Oin, the relay room at El. 44ft - Oin, and the concrete roof of this building are constructed of reinforced concrete poured on metal decking forms supported by structural steel framing.
Adequate biological and missile shielding are l provided to permit accessibility and ; ON continuous occupancy of the main control room under accident. conditions. Each of the standby TDI Diesel generators and i its switchgear and its controls are located in a separate reinforced concrete enclosure. The main control room is constructed of noncombustible material. The Control Building is shown on Figs. 3.8.4-6 and 7. Diesel Fuel Oil Pumphouse Electrical' Vault and Access Structure The Electrical Vault and Access Structure is a OA Category I, three sided reinforced concrete L structure, with a labyrinth and loading dock I on the west side, located west of the 16 1/8 )' line wall of the Control Building adjacent to corridor 9. The structure facilitates the 1 l routing of power and control cables from the Colt emergency Diesel generator building into the Control Building. l 3-16 November 1985 l i l l
7s The structure is approximately 20 ft X 35 ft, j) with an additional 10' X 18' (approximately) labyrinth attached to it. The founding elevation is 11' - 0" and the roof elevation is 50' - 0". The structure incorporates the 16 1/8 line wall and the TSC hood from the Control Building into its wall boundaries. All exterior walls are constructed of 2' - 0" thick reinforced concrete to provide missile protection. The vault at El. 16' -& has 3 hour fire protection provided by concrete walls and the floor slab at El. 25' - 8". All cables above elevation 25' -& are encased in concrete to provide the necessary fire separation. The structure is floodtight to withstand the probable maximum hurricane. The building is illustrated on Figure 3.8.4-35. ! Colt Emergency Diesel Generator Building The Colt Emergency Diesel Generator Building is a OA Category I reinforced concrete
-{', structure. It houses three Colt Diesel engine generators in three separate cubicles which can be used to supply emergency power in the event of loss of offsite power.
The building's external dimensions are 110 ft. in the N-S direction and 85 ft. in the E-W direction. Each cubicle has an inside dimension of approximately 34 ft by 80.5 ft. The building is a one-story building with the air intake and exhaust hoods on the roof at opposite ends of the building. Each Diesel generator is located at the center of its cubicle with the longest dimension running in the E-W direction. Openings with removable plugs are provided in the east wall for the installation and removal of the Diesel generators. At the west end of the cubicle is the electrical room under which is the cable vault area where the electrical duct banks enter the building. The interior walls between each cubicle provide a 3-hour fire rating isolating each cubicle. A fire door and pressure door are provided in each cs interior opening separating each cubicle. The ; I J building is floodtight to withstand the
' probable maximum hurricane.
3-17 November 1985
4 73 The grade level outside the building is at El. ( ) 20 ft. The bottom of the foundation is at El.
\/ 11 ft. The foundation consists of a 6 ft - 3 in. thick reinforced concrete mat with the exception of the cable vault area where 3 ft.
thick footings are used.
- The Diesel generator foundation is integral with the 6 ft - 3 in, thick mat. The top elevation of the Diesel generator foundation is at El. 21 ft. Surrounding the Diesel generator foundation is a pipe trench approximately 4 ft. wide and 3 ft. deep. The top of the floor slab is at El. 20 ft - 6 in and the roofs for the air intake hood and the exhaust hood are at El. 69 ft. - 6 in. The main roof of the building is at El. 53 ft - 6 in. The structure is shown on Figs. 3.8.4-32 and 33.
Supplementary Fuel Oil Housing The Supplementary Fuel Oil Housing is a QA Category I reinforced concrete structure that houses three 24,500 gal capacity tanks. The tanks supplement other fuel oil tanks to (~') provide a 7 day fuel oil supply at 100% rating
's_,/ for either the three Colt 4150 kW Diesel generators or the three TDI 3300 kW (Qualified Load) Diesel generators depending upon the selection of lead or standby service.
The dimensions of the structure are 44 ft in the N-S direction and 60 ft in the E-W direction. The three tanks are located in individual vaults within the building that provide separation and fire protection for each tank. The vaults are accessed by a penthouse located on the west side of the building on top of each vault. The manually-operated valves for each tank are located on the west end of the building in individual pits that are also accessed by the penthouse cubicles. All exterior walls and roofs are designed to provide missile protection. The structure is located 4 ft north of the Fuel Oil Pump House. The supply piping from the fuel loading station, as well as the interconnecting piping between the
-x supplementary and main storage tanks, is V
3-18 November 1985 4
. . , , - . , --. - . , . -. ,_~ . -, _..---. .,_ ,,. ,._ ,_ . _ . . _ . - . _ . . , - . - - , . , . - . ,
,_s located on the west side of the structure. /1 The structure is founded on a 3ft - 6in thick 's /
mat that encases the electrical ducts tying the Colt emergency Diesel generator building to the Main Plant. The floor elevation of the vaults is at El. 15ft - Oin. The roof of the vaults is at El. 35ft - 6in. The penthouse roof is at El. 44ft - 6in. The building is illustrated on Fig. 3.8.4 - 34. Turbine Building Structure (Not Category I) Section 3.8.5.2 Applicable-Codes, Standards, and Specifications (FSAR Pg 3.8-59 Footing design is in accordance with Chapter 23 of the American Concrete Institute Standard Building Code Requirements for Reinforced ConcrcLc ACI 310"G3. ACI 319-71 code is used for the Colt emergency Diesel generator building, the supplementary fuel oil housing, and the Electrical Vault and Access Structure. O l O 3-19 November 1985 l
TABLE 3.8.5-1 FOUNDATIONS FOR CATEGORY I STRUCTURES Structure Foundation Type Foundation Width Botton El. (MLW) Finished Grade Total Structure Height 1...................................
-i
- 2. Control Building Reinforced Concrete 59ft X 168ft 4.0 to 10.0 E1. 20 81_ft Wall and spread (including the TD1 Diesel Footings gsnerator rooms) .
i Reinforced 114 ft X 89 ft 11' - 0" El. 20 58.5 ft
- 7. Colt Emergency Dissel Generator Concrete Mat.
Euilding
- 8. Supplementary Reinforced 60 f t X 44 f t 11' - 6" E1. 20 33 ft Fuel Oil Building Concrete Mat.
- 9. Electrical Vault Reinforced 20 ft X 35 ft 11'-0" E1. 20 39 ft and Access Concrete Mat.
structure 3-20 November 1985
- . ~ ~ ~ . - - , .- . - . _ ,- _ __
TABLE 3'.'11.1-2 * - t i BIVIROWENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS j LOCATION Reactor Building (1) Balance of Plant (2) /. j Energ. (4) General Special Environmental Quali-
! Specification Primary Secondary MCC D'sel Cens Plant fication for Equipment in Dencription Containment Containment Room Colt TDI Area (5) Potential Harsh Environment l
4Rv Switchgear X (6) X Equipment is qualified
! (SH1-039) ! Castrifugal pumps X Equipment is qualified
} (SM1-62C) i Position Switches X Equipment is qualified j . (SH1-088 Field Spec) Carb:n Steel MOVs I X X X Equipment is qualified j (SH1-88AD-88V) Cantrifugal Fans X Equipment is qualified (SH1-102) ) Hardware modification required
- - Charcoal Filter Trains X j (SH1-105)
Vsntilation Butterfly X Equipment is qualified i 4 i Volvss (SH1-111) 480V Motor Control Centers X X X X X Equipment in test program. (SH1-115) Minor hardware modification required. 120V AC&DC Distribution Bontds (SH1-124 & SH1-506) X X X X Equipment is qualified Ccble (SH1-127 thru 131) X X X. X. X X Equipment is qualified (e.g. SH1-129 Control and
; Instrument Cable) 1 j
I of-7
! 3-21 September 1985 l! . . _ . .. _ _ _ , ___ ..
~ TABLE 3 1-2 ENVIRONMENTAL QUALIFICATION POR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS LOCATION Reactor Building (1) Balance of Plant (2)
Emerg. (4)- General; .Special Environmental Quali . Specification Primary Secondary . MCC D'sel. Gens Plant fication for Equipment in a De cription Containment Containment Room Colt TDI Area (5) Potential Harsh Environment Cchla (SH1-129 Control and I (8) X X X X X -Equipment is qualified Instrument Cable) Racetor Containment X X Equipment is qualified. Electrical Penetrations (SH1-134) X X X X Equipment is qualified. Miccellaneous Electrical X I Accescories (SH1-159) .l-DC Motor Control X X Qualification documentation is under review. Canters (SH1-168) Pricary Containment X X Equipment is qualified Isolation Butterfly Valves (SH1-172) Drywall Floor Relief X Equipment is qualified Valves (SH1-175) Mstor Operated Butterfly X. Equipment is qualified Valves (SH1-197) M:nually Operated X X X X Equipment is qualified Diaphragm Valves (SH1-203) Minually Operated Stainless X X X X X Equipment is qualified Steel Valves 2 in, and smaller (SH1-214) 2 of 7 3-22 September 1985
( TABLE 3;ri.1-2 k ,/ ' m ENVIRONMENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS LOCATION Reactor Building (1) Balance of Plant (2) Emerg. (4) General Special Environmental Quali-D'sel Gens Plant fication for Equipment in Spacification Primary Secondary MCC Containment Room Colt TDI Area (5) Potential Harsh Environment D2ccription Containment X Equipment is qualified Spscial Check Valves X (SH1-232) X Equipment is qualified Lo:p Level Pumps (SH1-235) X- X X X Equipment is qualified Miscellaneous Transformers (SH1-248) X X X Equipment is qualified Motor Operated Carbon X Steel Valves (SH1-253) X X X Equipment is qualified Axial Flow Fans (SH1-270) X X X X Equipment is qualified Unit Coolers (SH1-276) X Equipment is qualified Bronze Valves 3 in, and smaller (SH1-281) X X Qualification documentation Hydrogen Recombiner for some equipment is under Units (SH1-289) review. Test is in progress for the remainder of equip-ment. Hardware modification is required. Electrical Motor Operated X Qualification documentation is under review. Hardware Control Valves (SH1-310) modification is required. 3 of 7 3-23 September 1985
' ~ - ,.
, \
I i i_, ' ( TABLE 3. .1-2 ENVIRONMENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS LOCATION Reactor Building (1) Balance of Plant (2) Emerg. (4) General Special Environmental Quali-Sp;cification Primary Secondary MCC D'sel Gens Plant fication for Equipment in Da cription Containment Containment Room Colt TDI Area (5) Potential Harsh Environment Air Operated Control X X Equipment is qualified V21vso (SH1-318) Auto Temp. Controls X X X X Some equipment is qualified, for HVAC (SH1-319) Qualification documentation is in review for the remainder of equipment. Hardware modification is required. R: diction Monitoring X X Reg. Guide 1.97 Syntra (SH1-332) Grs Analyzers X Equipment is qualified (SH1-344) Pressure and Temperature X Equipment is in test program Switches (SH1-348) Electronic Transmitters X X X Equipment is qualified end R:sistance Temperature D:tectors (SH1-406) R:sistance Temperature X X X Equipment is qualified D:tectors (SH1-406A) Level Switches X X X Equipment is in test program (SH1-407) Air Operated X X Equipment is qualified Butterfly Valves (SH1-423) 4 of 7 3-24 September 1985
l ENVIRONMENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS LOCATION Reactor Building (1) Balance of Plant (2) Emerg. (4) General Special Environmental Quali-Sp.cification Primary Secondary MCC D'sel Gens Plant fication for Equipment in Containment Containment Room Colt TDI Area (5) Potential Harsh Environment i D ucription , 6 X Equipment is qualified Automatic Transfer Switches (SH1-438) X Motor generators are quali-480V Motor Generator Sats (SH1-439) fied. Qualification documen-tation for control cabinets in review. Hardware modifi-cation required. ! X X X X X X Equipment is qualified In:trument Cable (SH1-455) X (9) X Equipment is qualified Elcctrical Containment Pcn:trations (SH1-456) L::ke:ge Return Pump X Equipment is qualified (SH1-457) Lcvel Transmitters X Equipment is qualified (SH1-473) Post Accident Radiation X Qualification documentation Monitorlag System is in review. Hardware modification required. (SH1-475) Control and Inst. X X X X X X Equipment is qualified Ccble (SH1-484) Th2rrocouple X X X X x X Equipment is qualified Extension Wire (SH1-485) Solenoid Valves X Equipment is qualified (S.15.54) 5 of 7 e er c- .--u-. inac
U
\
TABLE 3'h!.1-2 . ENVIRONMENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED-IN BOP SPECIFICATIONS LOCATION Reactor Building (1) Balance of Plant (2)
.Emerg. (4)' General 1 Special Environmental Quali-Sp2cification Primary Secondary MCC D'sel Gens . Plant fication for Equipment in.
Dascription Containment Containment Room Colt TDI Area (5) Potential Harsh Environment , Solsnoid Valves X Equipment is_ qualified (Field Purchased) Limit Switches X Equipment is qualified (Field Purchased) Colt Diesel Generator X ' Fire Protection - Actuation Systen (SH1-504) : NOTES: (1) Service conditions for qualification of equipment in the primary containment, secondary containment, and MCC rooms '[ ' are given in the Environmental qualification Report (EQR) (2) Considered mild environment (3) Deleted (4) Equipment in the emergency Diesel generator rooms (both Colt and TDI) purchased for , l, conventional industrial application with special consideration for temperature (see Section 9.4.10) (40-120 F) r (5) Equipment in general plant areas have been purchased for conventional industrial application (6) System located in reactor building but not required for pipe break in the secondary containment .; 6 of 7 3-26 September 1985
~
)
TABLE 3.11.1-2 ENVIRONMENTAL QUALIFICATION FOR CLASS IE EQUIPMENT CONTAINED IN BOP SPECIFICATIONS NOTES: (Continued) (7) Deleted (8) A subset of SH1-129 cable is restricted from pritpary containment class IE use (9) Except for Zone A-22 as defined in the Environmental Qualification Report. 7 of 7 3-27 September 1985 s
--.-..m- _ _ _ _ ._.m .
. . m . _____ . _ _ . _ ... _ _.__ -._._ _. . _ . . _
- 3 O
\ .f i
' ) SNPS-1 FSAR
- I.Q V' TABLE 3.12.3-3 1 SAFETY SYSTEMS AND OTHER CLASS IE ELECTRICAL SYSTEMS j DIVISIONAL SEPARATION q
?
i Division II Division III L Division I
! Care Spray System "A" Core Spray System "B" i
i Autonttic Depressurization Automatic Depressurization ';. System "B" i l Systes "A" ! j l High Pressure Coolant- High Pressure Coolant i Injaction System - Injection System
; Inboard Isolation Only' i t
Residual Heat Removal R'esidual Heat Removal . Residual Heat Removal System-j j Systea "A" System "B" Pumps C & D only i Nuclear Steam Supply l' l Nuclear Steam Supply Shutoff System Inboard Shutoff System Outboard ^ Isolation (except RCIC) Isolation (except RCIC) 3 Prisary Containment Primary Containment i Atmospheric Control Atmospheric Control
- Systes "A" System "B" l
1 Reactor Building Standby Reactor Building Standby Reactor Building Standby Vent l Vent System "A" Vent System "B" System - Exhaust Fan "C" only i Reactor Building Standby Reactor Building Standby Reactor-Building Standby Vent Vent System and Control System and Control Room Air -[
) Vent System and Control Room Air Conditioning Conditioning Chilled Water
~
] Room Air Conditioning J Chilled Water System "A" Chilled Water System "B" System - Water Chillers 4A 1 - and 4B and Associated Chilled i Water and Condensate Water - I Pumps , 1 Ssrvice Water System "A" Service Water System "B" Service Water System - Pumps i C and D and Associated s Discharge Valves I 3-28' November 1985 ,
SNPS-1 FSAR TABLE 3.12.3-3
~
SAFETY SYSTEMS AND OTHER CLASS ~IE ELECTRICAL SYSTEMS DIVISIONAL SEPARATION 1 Division II Division III Division I I Reactor Building Closed Reactor Building Closed Loop . .Rarctor Building Closed Cooling Water Pump C only j. ! Loep Cooling Water Loop Cooling Water Systco "A" System "B" l t Control Room Building Air Control Room Building Air .; Ccnditioning System "A" Conditioning System "B" Safety Related Ventilation Safety Related Ventilation Safety Related Ventilation Systems "B" for: Systems "C" for: Syntcca "A" for: a) Battery Room A a) Battery Room B a) Battery Room C b) TDI Diesel Generator b) TDI Diesel Generator b) TDI Diesel Generator f Room 102 Room 103 Room 101 1 c) Screenwell Pump House c) Screenwell Pump House c) N/A , d) Colt Emergency Diesel .d) Colt Emergency Diesel d) Colt Emergency Diesel , Generator Room 901 , Generator Room 902 Generator Room 903 Class IE A-C Power Systems: , Class IE A-C Power Systems: Class IE A-C Power Systems: 4 . l a) Standby Diesel - . a) Standby Diesel , - a) Standby Diesel - , Generators 101 and 901 Cenerators 102 and 902 Generators 103 and 903 b) 4160 V Switchgear 101 a) 4160 V Switchgear 102- b) 4160 V Switchgear 103
-) 480 V Load Centers 111 c) 480 V Load Centers 112 c) 480 V Load Centers 113 and 911 and 912 and 913 d) 480 V Motoi Control d) 460'V Motor' Control d) 480 V Motor Control Centers 111 (x) Centdrs 112 (x) Centers 113 (x) e) 120 V Distribution e) 120 V Distribution e) 120 V Distribution Pane 1 boards R (x) Panelboards B (x) Panelboards 9 (x)
" * " W ,.e-A. 100C
(- s
- - a_
+
" ~. #.
- --q e [K <
v SNPS-1 FSAR )'f '*
~
\ '\ TABG 3212.3-3 t SAFETY' SYSTEMS AND OTHER C W S IE ELECTRICAL SYSTEMS
+
DIVISIONAL SEPARATION ' [
'.s
{ Division I Division II Division III~ 3 Class IE 125 V D-C - Class IE 125 V D-C> Class IE 125 V D-C j Powar Supply - Battery Power Supply -j. Battery Power Supply - Battery Bus "C" i Bua "A" Bus "B" , Reactor Core Isolation Reac' tor Core Isolation , Cooling System - Inboard !. Cooling System Isolation only -l
}
Prorpt Relief Trip Prompt Relief Trip Systes "A" System."B" i Standby Liquid Control Standby Liquid Control Systes - Pump A and System - pump B and Explosive Valves .I Explosive Valves Spent Fuel Pool Cooling Spent Fuel Pool Cooling , System "A" System "B" i NOTE: (x) denotes sequence number, i I i 1 i l 4 3-30 November 1985
l APPENDIX 3C lT ANALYSIS OF F_PE FAILURE OUTSIDE CONTAINMENT i l
\_,/
Section 3C.1 INTRODUCTION (Second Para- The high and moderate energy systems are graph outlined in.Section 3C.3.3. The high energy pg 3.C.1-1) systems (Section 3C.4) are the main steam and feedwater lines, the high pressure coolant , injection system (HPCI), the reactor core ( isolation coolant system (RCIC), the reactor i l water cleanup system (RWCU), the control rod l drive system (CRD) , hot water lines, the main steam drain ,the MSIV leakage control lines, and the Colt emergency Diesel generator (CEDG) air start system. The methods and procedures used for these evaluations are presented in Attachments 3C.1 through 3C.4. As there are no safe shutdown equipment / systems located in the turbine building, high energy and moderate energy piping ~' located in that building is excluded from the detailed analysis.
-~ ............................................
3C.3.3 Identification of Energy Systems s l 3C.3.3.1 High F3;ygy Piping Systems The pipinc py2tr s or portions of systems located 1,2E j3 .e reactor building secondary containmer.c but satside the primary
, containment and within the main steam tunnel i and meeting the definition of high energy systems, defined in Section 3C.3.2.1, are:
ll3 1. ......................................
- s
- 7. Hot water system,
- 8. Main steam drain and MSIV leakage control systems, and
- 9. The CEDG air start systems which are
[\~-') located within the CEDG building also contain high energy piping systems. 3-31 November 1985 4
-- ~
3C.4.9 Colt EMERGENCY Diesel GENERATOR AIR START SYSTEM ; 3C.4.9.1 Break Location [/ N-
)
The high energy portion of the CEDG air start I system is ASME III, Code Class 3 piping. The system has an operating pressure of 380 psig to 425 i psig and an operating temperature of 105 F. Circumferential breaks are postulated at all fitting welds of the normally pressurized 2 inch lines. 3C.4.9.2 Separation Each CEDG has its own air start system contained within its respective CEDG room. A failure of one air start system only affects components in its CEDG cubicle. A failure of one Diesel to start does not affect the remaining two Colt Diesels. Consequently, no protection from pipe failure of the CEDG air start system is required. 3C.4.9.3 Pipe Whip / Fluid Jet / Environmental Effects No protection from the effects associated with a pipe failure of the air start system is required due to the separation of each of the three CEDG
- rooms and their respective components. '~
3C.4.9.4 Structural Analysis A pipe failure of the 2 inch air start system can not damage the walls isolating each CEDG cubicle. 3C.4.9.5 Conclusion The air start system of each CEDG is physically separated from the safety related equipment of the remaining two Colt Diesels. Breaks in one air start system produce only local effects upon the adjacent safety related equipment of its respective Diesel. ' Sufficient redundancy exists with the remaining unaffected equipment to safely shut-down the plant. Section 3C.6 CONCLUSIONS 3C.6.1 High-Energy Piping Systems Following the criteria described in Section 3C.3, the main steam, feedwater, HPCI, RCIC, RWCU, CRD,
/T hot water heating, main steam drain, MSIV leakage (sl control systems, and CEDG air start system are evaluated for the effects of pipe rupture 3-32 November 1985
- --- - -- - m - ---
. 3C.6.1 High Energy Piping Systems (Continued) I- h outside primary containment. This evaluation, described in Section 3C.4, encompasses the effects of pipe whip, jet impingement, flooding, and environmental effects. The conclusions reached are described below. I 4 e 1 ) \s 1 I i 3-33 November 1985
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