ML18017A543

Tech Procedure TP-02,Revision 11,re Soil Control Program, Fill & Backfill for Plant Grade,Plant Bldg & Reservoir Concrete Structures

ML18017A543
Person / Time
Site:	Harris
Issue date:	06/28/1979
From:	CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18017A542	List: ML18017A541 ML18017A543
References
PROC-790628-01, NUDOCS 7907030500
Download: ML18017A543 (40)

Text

F0RM NO, l7i, 8A Procedure No Date

.CONSTRUCTION PROCEDURES MANUAL TP-02 ~Ae A roved TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND Revision DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING Page 2 of j3 AND RESERVOIR CONCRETE STRUCTURES CAROL R LIGHT. COMPANY SH N S POWER PLANT C PROCEDURE TP-02 W~ +~

Rev. Description Approvafs Date Originator General Revisions as Noted. Constructor g-4'- 7 CP&L Originator Revised as noted. Constructor CP&L io a' Originator Constructor Revised as Noted.

CP&L Originator Constructor Revised as Noted.

CP&L vaovoeOS~<

Originator Revised Exhibit 13. Constructor CP&L 7+/

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FORM KO.

P78-/'ONSTRUCTS"5 TECHNI~A'ROCEDURE PROCEDURES HAAMUAL SHNPP SOIL CONTROL PROGKQ1 FILL AND P~

PROCEDUR'";. "DO.

REVISION As A 0!A~E roved 11 PLANT BUILDING AND PAG" DESCRIPTION BACKFILL FOR PLANT GRADE, 3 OF 13 RESERVOIR CONCRETE STRUCTURES CAROLINA PO R L T COHPANY SHEARON CLEAR TQR PLANT kAL QOEh URE

• REVIEWED AND APPROVED BY EBC.SCO SERVICES, INC., FOR CONFOR,"ANC TO THE REOt.'IREHEL'TS OF PARAGRAPH CA-3310 OF ARTICLE CA-3300 OF AS'.LIE/ACI 359, SECTION III DIV. 2, WINTFR I975 ADDENDA.

REV. DESCRIPTION APPROVALS DATE ORIGINATOR CONSTRUCTOR v Adopted New Title and 10 Authorization Sheet. ESC Q.A.

Revised Exhibit 3.

CPGL DES. END.

ORIGINATOR CONSTRUCTOR Revised as Noted.

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CPGL D=S. ENG. ~ ~p /~

OR IGINATOR COMSTRUCTOR E 6 C Q.A.

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FORM NO. I778 8 Procedure ko. Dere SHNPP. roved CONSTRUCTION PROCEDURES MANUAL TP-02 As A TECHNICAL PROCEDURE SOIL CONTROL PROGRAM - FILL AND Revision BACKFILL FOR PLANT GRADE, PLANT BUILDING AND Pege 4 of 13 RESERVOIR CONCRETE STRUCTURES 1.0 SCOPE The purpose of this procedure is to define and establish the methods, standards and documentation procedures used to ensure the fill operations are performed in accordance with the design requirements and specifications and to establish the responsibility for imple-menting this Soils Control Program. This procedure covers fill and backfill for the general plant area, plant area buildings, and reservoir concrete structures.

2.0 REFERENCES

2.1 Ebasco Specification CAR-SH-CH-8, "Excavation and Backfill" 2.2 PSAR 2.3 TP-01, Test Fill Program Random Fill, Random Rockfill, and Rockfill 2.4 TP-04, Calibration of Controlled Tools 2.5 TP-14, Training and Qualification of Civil Construction Inspec-tion Personnel 2.6 TP-11, Gradation Analysis of Riprap 2.7 TP-17, Construction Inspection Non-Conformance Control 2.8 Ebasco Specification CAR-SH-CH-4, Embankments, Dams, Dikes and Channels R8 3.0 GENERAL 3.1 Responsibility

1. The testing of all compacted fill and fillmaterial shall be the responsibility of the Construction Inspection Supervisor or qualified personnel.

2. All inspections and tests shall be performed as required and in accordance with References 2.1 and 2.2, and as required herein unless directed otherwise by Ebasco Services, Inc. Required inspection and test results shall be transmitted to QA after completion, for permanent records.

ls FORM NO. 17788 COIlt'STRUCTION PROCEDURES MANUAL Pfocefftir~ No, Dese As Approved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAI1 FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND Pege 5 of 13 RESERVOIR CONCRETE STRUCTURES

3. The forms used for test and inspection results shall be developed prior to the start of work. Samples of the forms to be used may be found in Section 5.0.

4. QA shall review all documentation submitted and develop the QA record file.

5. Before starting work all cognizant personnel shall familiar-ize themselves with the requirements of the referenced documents of this procedure, and shall meet requirements of Reference 2.5.

3.2 Inspection and testing as required by this procedure shall be documented in sufficient detail to provide adequate records to permit a thorough review of the quality and adequacy of the work. All test results and inspection reports shall be recorded and transmitted to QA as illustrated in the attached Documentation Flow Chart (Appendix A).

3.3 The format of the forms to be used for collection of test data shall contain the tool identification number when calibrated equipment is to be used.

4.0 PROCEDURE 4.1 Construction re uirements for placement of backfill and fill

'material for the plant area, plant building, and reservoir structures shall be as specified in Reference 2.1 and 2.2 of this procedure.

1. FRE<NUENCY of soil tests as required for placement of random fill shall be as follows:

1. Random fill placement shall be in accordance with requirements established during the test fill program of Reference 2.3 of this procedure.

2. An inspector shall monitor the placement of random fill and maintain an accurate account of the compaction to assure the method used complies with the criteria

FORM NO. I778 8 SHNPP Procedure No. Dere CONSTRUCTION PROCEDURES MANUAL TP-02 . As Approved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND BACKFILL FOR PLANT GRADE PLANT BUILDING AND Pege 6 of 13 DESCRIPTION RESERVOIR CONCRETE STRUCTURES established during the test fill program.

3. Moisture content checks (Exhibit 3) shall be performed periodically each day as necessary to ensure that moisture content of the random fill during compaction is within the limits established during the test fillprogram.

4. A daily inspection report (Exhibit 1) shall be completed by the, inspector to verify compliance with or identify deviation from the requirements established during the test fill program. The report shall also contain descriptive information pertaining to material types, placement and compaction procedures, and field control used if other than test fill criteria.

5. The test fill program shall be continued as necessary to assure the established method of placement and compaction will result in satisfactory density in case of material change.

2. ~FRE UENCY of soil test as required for material placement (including random fill) when a test fill program is not used shall be as follows:

l. Optimum moisture density data shall b'e determined in accordance with ASTM D-698 prior to the start of the filloperation and shall be checked for approximately each 25,000 cubic yards placed or as requiied by changes in material or sources of material.

2. Relative density data shall be determined in accordance with ASTM D-2049 prior to the start of the fill operation and shall be checked for approximately each 25,000 cubic yards placed or as required by changes in material or sources of material.

s FORM NO. I??BB Procedure No. Pate CONSTRUCTION PROCEDURES MANUAL TP-02 As A roved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND Page of RESERVOIR CONCRETE STRUCTURES

3. The field density control tests shall be performed in accordance with ASTH D-1556, D-2167, or D-2937.

The moisture and, density of the field compacted fill material shall be determined at the following frequency:

1. In large work areas (more than 20,000 square feet), where machine operation and compaction is performed, at least one test (water content and density) shall be made for each 1,000 cubic yards placed.

2. In small work areas (less than 20,000 square feet) where machine operation and compaction is performed, at least one test shall be made for each 500 cubic yards of, fill.

3. In smaller manually compacted areas', at least one test shall be made for every 250 cubic yards placed.

4. For pipe trench backfill a test shall be completed at least every 100 linear feet of trench.

5. A test shall also be completed at least once for each working shift or whenever an area is in doubt.

4. Moisture contents as required by tests described in Sections 4.1.1.3 and 4.1.2.3 above may be determined by the use of a speedy moisture meter, microwave, field stove or other suitable rapid methods. An initial comparison relationship for the rapid moisture determination method shall be established with ASTH D-2216 and periodically checked.

5. Moisture content of materials from the borrow or stockpile area to be used as fill shall be determined by ASTH D-2216 or D-3017 (nuclear gauge). If D-3017

FORM NO. I778 B Procedure No. peso SHNPP roved CONSTRUCTION PROCEDURES MANUAL TP-02. As A Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND BACKFILL FOR PLANT GRADEs PLANT BUILDING AND >>Qe DESCRIPTION RESERVOIR CONCRETE STRUCTURES is used, calibration tests shall be performed as required by reference 2.1. Rapid methods may be used for moisture content determination if calibration tests are performed with ASTM D-2216 as described in paragraph 10. 5 of reference 2.8 and paragraph 4.2.3 of this procedure.

1. Limits of deviation from the calibration curves (paragraph 4.2.7) based on 90% confidence level shall be applied to reduce the moisture tolerance of field tested material to assure material is within'the tolerance specified in reference 2.1 paragraph 10.5. See exhibit 14.

2. Periodic calibration check tests as required by reference 2.1 paragraph 10.5 shall be reviewed R8 and documented to assure repeatability as determined in 4.1.1.4.1. See exhibit 15.

3. Care shall be taken to assure samples taken for rapid method moisture determination are representative of the total quantity of fill to be tested.

6. Visual description shall be used to compare moisture content and density determination with the maximum density and optimum moisture of the moisture-density relation curves. However, "one point proctor" checks shall be completed in accordance with ASTH D-698 using a rapid method for moisture determination to verify proper selection of moisture-density relation curves.

1. Comparison of the "one point proctor" to the selected curve shall be based on limits of deviation with 90% confidence level as determined by tests on similar material.

I FOAM NO. 1778 8 Procerfvre No. Dere SHNPP CONSTRUCTION PROCEDURES MANUAL TP-02. As A oroved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRY PTiON BACKFILL FOR PLANT GRADE s PLANT BUILDING AND Pege 9 of 13 RESERVOIR CONCRETE STRUCTURES

2. To verify curve selection for moisture control R8 and density the "one point proctor" frequency shall be at the inspectors discretion.

7. 'ield permeability tests shall be completed in accordance with the Bureau of Reclamation Department of the interior test procedure designation E-19 in the areas and frequencies established in references 2.1 and 2.8.

8. Visual description where used on field or laboratory /Rs reports for the soils will be generally to procedures described in ASTM D-2488.

9. Inspection of riprap shall be completed daily during placement in accordance with Reference 2.6. R8

10. Crushed rock furnished by a quarry shall be tested for gradation requirements in accordance with the QA program developed by that quarry, and testing data shall be regularly submitted to CP&L for documentation.

3. CONTROL and CORRECTION as required by applicable soil tests and field inspections shall be as follows:

R8

1. When the density or moisture test indicates that a fill area does not meet the specification requirements or a random fill area does not comply to test fill criteria, the earthwork contractor shall be notified by the soils inspector and the questionable area clearly marked in the fill, if required, so that placement of fill in that area will be suspended until corrective action and further testing is completed.

2. References 2.1 and 2.2 specify allowable tolerances and absolute minimum values for the various material tests.

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FORM NO. I778B Procedure No. Dere CONSTRUCTION PROCEDURES MANUAL TP-02. As A roved Revision TECHNICAL PROCEDURE SOIL CONTROL'ROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND i'cise 10 << 13 RESERVOIR CONCRETE STRUCTURES

3. If the density or the moisture content is below the IRs required percentage, the test results shall be considered a failure. When a failure occurs, either of two courses of action can be followed:

1. Make one retest in the near vicinity of the failing test. If the retest passes, a noncompliance has not occurred and the area shall be accepted.

If the retest fails, the compaction of the area shall be considered a nonconformance.

Note: The failing test shall then be controlled by allowable tolerance and absolute minimum values.

2. The area shall be reworked by the contractor, or the fill material shall be taken out and replaced with suitable material, until a passing test is achieved. The responsible contractor shall correct the deficiency by methods acceptable with the specifications.

4. The inspector shall monitor the compaction effort performed between density determinations to assure uniform density (e.g., equipment, lift thickness, number of passes, roller speed) of material.

'. Control of moisture content shall be in the fill areas just prior to compaction and moisture content determined after compaction to compute density shall also satisfy moisture content tolerance required by reference 2.1 paragraph 13.2.

6. If the thickness of any fill layer is more than specified, the area represented by the check shall be considered unacceptable and shall be brought to the proper thickness.

I FORM NO. I778 B Procedure No. Dere SHNPP, TP-02, As Aoproved CONSTRUCTION PROCEDURES MANUAL I Revisiors TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCR I PTION BACKFILL FOR PLANT GRADE s PLANT BUILDING AND Pege 11 of RESERVOIR CONCRETE STRUCTURES R8

7. If discrepancies are discovered where routine cor-rective action is impossible or delyaed by the contractor, a Nonconformance Report shall be initiated in accordance with the procedure outlined in Reference 2.7.

8. Field or laboratory tests performed. shall be recorded )Rs on the applicable form which shall include a unique test number, location with respect to a well defined grid system and elevation at which the test was performed.

9. Material samples shall be periodically sent to an ass independent soils testing lab for a comparison chech with CP&L lab results.

4.2 Control of calibrated equipment shall be as required by Reference 2.4.

Test molds, constant volume containers and constant weight equipment shall be calibrated prior to initial use in accordance with applicable ASTM standards or other approved procedures. Recalibration shall be completed if the equipment is suspected to be in error or damage has occured.

..2 ~ Field scales and lab scales shall be calibrated every three months by the North Carolina Department of Agriculture, Division of Weights and Measures, by the calibration laboratory or by site personnel in accordance with approved calibration procedures. Calibration dates and recalibration due dates shall be labeled on applicable equipment.

3. Prior to the use of devices for rapid moisture content determination, calibration curves shall be developed for each piece of equipment or method relative to the moisture R8 determined by ASTM D-2216. The curve shall be developed initially and periodically checked in the field as specified in paragraph 4.1.1.4.2.

FOAM NO. 1778 B Procerfure No. Pete CONSTRUCTION PROCEDURES MANUAL P- As A roved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND BACKFILL FOR PLANT GRADE, PLANT BUILDING AND Psge 12 of 13 RESERVOIR CONCRETE STRUCTURES 4.3 S ecial Control for areas where Class I piping and duct bank systems will be placed on fillmaterial shall require additional in-place testing as follows:

1. In-place density testing shall be completed in previously placed fill during excavation at 5 feet and 7 1/2 feet below the surface and at the elevation required for setting pipe or duct bank. This applies to all fill except blasted random rockfill.

Note: The 12 inch sand cone in accordance with ASTM D-1556 shall be used for ripped material.

2. The test frequency of tests shall be one for every 75 linear feet of trench approximately along the centerline.

3. A proctor Curve in accordance with ASTM D-698 (or a "one point proctor" to verify an existing curve) shall be developed for each density test.

4. A nonconformance report shall be issued and the Area Engineer shall be notified if the in-place density is below 95% standard proctor.

5. After density testing is completed and prior to placing bedding material, the entire surface area of fill material shall be proof rolled to identify any soft fill material.

6. ~ Proof rolling shall be completed with four passes of a sheeps foot or vibratory roller- under 100% monitoring by a qualified soil inspector. The Area Engineer shall be notified if any soft areas are identified prior to removal and replacement with suitable material.

5.0 EXHIBITS AND APPENDICES 5.1 Exhibit 1 Field Inspection Report (Rev. 0-4/79) 5.2 Exhibit 2 Moisture Content Determination (Rev. 1-6/79) 5.3 Exhibit 3 "Speedy" Moisture Content Determination (Rev. 2-6/79) 5.4 Exhibit 4 Field Density Test Sand Cone Method (Rev. 0-4/79)

FORM NO. I778 B Procedure No. Date SHNPP

~ CONSTRUCTION PROCEDURES MANUAL TP-02 . As Ap roved Revision TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADEs PLANT BUILDING AND Page 13 of RESERVOIR CONCRETE STRUCTURES 5.5 Exhibit 5 Field Density Test Drive Cylinder Method (Rev.

0-4/79) 5.6 Exhibit 6 Field Density Test Rubber Balloon Method (Rev.

0-4/79) 5.7 Exhibit 7 Compaction Test (Rev. 0-4/79) 5.8 Exhibit 8 Compaction Test Curve (max. 100 lb/ft3) (Rev. 0-4/79) 5.9 Exhibit 9 Compaction Test Curve (max. 120 lb/ft3) (Rev. 0-4/79) 5.10 Exhibit 10 Compaction Test Curve (max. 140 lb/ft3) (Rev. 0-4/79) 5.11 Exhibit ll Relative Density (Rev. 0-4/79) 5.12 Exhibit 12 Sieve Analysis (Rev. 1-6/79) 5.13 Exhibit 13 Field Permeability Test (Rev. 1-5/79) 4.14 Exhibit 14 Rapid Moisture Method ASTM D-2216 Comparison (Rev. 0-4/79 )

5.15 Exhibit 15 Calibration Curve Check Tests (Rev. 0-4/79) 5.16 Exhibit 16 One-Point Proctor Data Sheet (Rev. 0-6/79) 5.17 Appendix A Documentation Flow Chart (Rev. 0-4/79)

Rev. U 0

4 C HOLI.'A POWER 5 LIC?(T CO~0"':Y SH '90." ~-'~ZIS !i".'CLEAR PO:iER PL~-'iT FIELD INSPECTION REPORT Date Spec. No.

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t4!v. 1 6/79 Exhibit 2 TP-02 CAROLINA POWER & LIGHT SHEARON HARRIS NUCLEAR POWER PLANT MOISTURE CONTENT DETERMINATION DATE SAMPLE NUMBER SAMPLE LOCATION SAMPLE ELEVATION DESCRIPTION PRO TO OPTIMUM MOISTURE WT CONT & WET SOIL (g)

CONT & DRY SOIL (g)

WT WATER (g)

WT CONTAINER (g)

WT DRY SOIL (g)

MOISTURE CONTENT (%)

MOISTURE DIFFERENCE (%)

TOOL. I.D. NUMBER:

COOL I.DE NUMBER: Computed By:

Checked By:

Comment Q/A Review:

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Rev. 2 Exhibit 3 6/'79 TP-02 CAROLINA POWER & LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT MOISTURE CONTENT DETERMINATION "SPEEDY" MOISTURE METER TO SUPPLEMENT FIELD INSPECTION REPORT Date:

Shift:

"SPEEDY" OPTIlmM 0/

PFRCENT TEST NO. LOCATION ELEVATION READING MOISTURE MOISTURE DIFF.

REMARKS:

INSPECTOR:

TOOL I.D. NUMBER CHECKED BY:

QA REVIEW:

4 Re;. 0 TF-02 4/79 CAROLlNA PO'i EP. ('~ LIGHT COhiPA:lY Date:

SHEARON HARRIS Y'. LEAR POWER PLANT FIELD DENSITY TLST - SA>>D COiE h>Li'I'.<)i)

ASThi D 1556 FIELD "'EST NO LOCATION & STATION 0 ELEVATlON C3 O COLOP, &

TEXTURE PROCTOR CURVE NO.

hiAX DRY MT OPTINUN NOISTURE

1. MT FILLED WITH SAND

2. MT WITH RENAMING SAND

3. WT SAND USED (1-2)

4. WT IN CONE & PLATE (Calib Sht)

5. WT SAND IN HOLE (3-4)

6. BUL1 DENSITY OF SAhlD (Calib Sht) 7 VOLUhiE OF TEST HOLE (5/6)

8. WT NOIST SOIL & CAN M

z 9 WTOF CA% (N )

Cl '10. WT HOIST SOIL ll. WT DENSITY (10/7)

12. MTMET SOIL

• CONT

13. WT DRY SOIL & CONT

14. WT MATER (12-13)

15. WT OF CONTAINER M

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K ) 6. WT DRY

17. hiOISTURE CONTENT (14/16)

DRY DENSITY (ll/1.0 + 17)

PERCENT COhiPACTION INSPECTOR

( ~ Calibrated Equipment Used:

CHECKED Tool ID Number Tool ID Number QA REVIEW REhUQKS

CAROLINA POWER 6 LIGllT COMPANY SHEARON HARRIS NUCl.EAR POl'ER PLANT FIELD DENSITY-DRIVE CY1.INDER METHOD ASTM D-2937 FIL' TEST liO LOCATlON &

STATION ELEVATION COLOR &

TEXTURE CYLINDER VOLUME PROCTOR CURVE NO.

HAX DRY DENSITY OPTIMUM MOISTURE WT hET SOIL & CONT.

WT DRY SOIL 6. CONT.

WT CONTAINER WT WATER WT DRY SOIL MOISTURE CONTENT  %

WT WET SAMPLE & CYL WT CYLINDER WT WET SAMPLE WT DRY SAMPLE DRY DENSITY COMPACTION %

REl lARKS INSPECTOR:

Calibrated Equipment Used: CHECKED:

Tool ID Number QA REVIEh' Tool ID Number

CA NA POWER 4 LIGHT COMPANY Exhibi t Rev. 0 "i. P-O2 4/79 SHEARON HARRIS ?il.',.1EAR POWER PLANT FIELD DENSITY RUBBER L'!ILGON MiET110D A 'F1 D-2167 FIELD TEST NO.

LOCATION &

STATION ELEVATION COLOR &

TEXTURE PROCTOR CURVE KO.

MX DRY DENSITY OPTIMUM MOISTURE INITIAL VOLQiE FINAL VOLUME VOL%K kIOLE WT LiET SOIL & CAN WT OF CAN (NO. )

WT >.'ET SOIL WET DENSITY WT WET SOIL & TARE

'hT DRY SOIL & TARE WT WATER M WT OF TARE o

4T DRY SOIL MiOISTURE CONTENT DRY DENSITY COMPACTION Calibrated Equipment Used: Date of Test Tool ID Number Inspector Tool ID Number Cheeked QA Review MMES

Rev. 0 4/79 CAROLINA !'OWl' 6 LIGllT HAlJS SITE COMPAC'l'ION TEST DATA SllEET Sample Location Sample Elevation Da tc,.

Sample No. Type Test Soil Description DENSITY Determination Number Wt Mold + Com-acted Soil (Lbs)

Wt Hold (Lbs)

Wt Compacted Soil (Lbs)

Wt Density (Lbs/ft)

Dry Density

'.Lbs/ f t)

MATER CONTENT e termxna tion Number Container No.

Wt Container

+ Wet Soil ( )

Wt Container

+ Dr Soil ( )

Wt Container Wt Mater

( )

Wt Dry Soil

( )

Water Content 0/

Calibrated Equipment Used: Inspector Tool ID Number Checked Tool ID Number A Review Q

Tool ID Number

Rev O/79 E-..h~b~t 8 100 C "ROLINA P01 LrR r'. LiC!IT CO. TP-02 SIIE'}ROIS HARRIS ~'UCLEAR i 0'is'ER PLAX'I C01'1PACTIOX 1EST Inspector D'e COPIES TO:

90 r

I I I i CUflV';S OF lOO% /rjVliATjON FOR 85 SP- C.'ilC Gi"rl.},'ITY EQUAL.'O:

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• 11AX. DRY OPTI!I"8 TEST METHOD i'!OISTURE OIL DESCRIPTION OR CLASSIFXCATIO'.}r A.'ID S~'}.'!PLE LOCATION' DE!iSITY NO. OF TEST PCF CQ'.}TE:iT "/

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'"Tc 'OleTEliT PEA CLilT OF INEIQIIT HETHOD MX. DRY OPTI! ii!.'i iiiOISTORE i'OIL DESCRIPTIOii OR CLASSIFICATION Ai'D S.'IDLE LOCATION.

C'EST NO. OF TEST COiiTEiT

Rem. 0 4/79 Exhibit lO 140 U<OLlNA POLI"R ~ I.IGIIT CG. TP-02 S: ARON IIARRIS NUCLL'AR PO':,'I:R PLANT CO.'I. AC l"Iv.", ':

I'.S'!'35 lnspec'.~= D':c COP!i S TO:

130 125 CURVE~ OF IOO% SATURATION FOR SPEGF'I GRAVITY EQUPl. TG:

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110 I-X 105 100 0 10 15 20 25 WATER CONTENT-PER CENT OF WEIGHT OPTII IUI I TEST METHOD DENSITY MOISTURE SOIL DESCRIPTION OR CLASSIFICATION AND S'~1PLE LOCATION NO OF TEST PCF CO%a'TENT %

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t f1 i'! 0 S11EARON AROLINA POtER 8c I I('I'.T COl'lPz'.tx Y HARRIS t(LfCLtuK P04'ER PLANT TE'xhibit TP-02 U/,n D/

Calibrarc2 Equipment Used: LOCATIO:l:

Tool ID Number ELEVAT30l:

Tool ID Number F!~ALE ';O.:

TESTED PiY:

SOIL DESCRIPTION.

r/i' >> jn. cia~. r,;1;;;in' c'~ld ~

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iv. I NI iiiU".. DRY DEYS I '1'"

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0 scil "if. Cr> cenri:y -'r.'B/V (1C/cu ft)

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'Jl'i DRY Dc.YS I TY ORY TABLE t'ETHOD)

DRY METHOD QE i QPD 3

Left oi 1 Rich: Cial hR C C ~ I + 'i>>

>>v'ace ojai, ha 6 c initial oial (Average) h

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1'< h:vc+ft volu"e difference. (c.h/:2)xA AV vclu, e c'. sc il, V-av Vi

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Vi's Max Ory OenSity = VSIVl Max Dry Gensity ('v"..) (1D/cu. ft.)

Remarks.'NSPECTOR.'HECKED.'A PZVIEt,t

Rev. 1 Exhibi t 12 G/79 TP-02 CAROLINA POWER 6 LIGHT SIEVE ANALYSIS SAWLE NU."SKR DATE LOCATION TEST METHOD DESCRIPTION Sieve Weight Percent Percent No./Siz Retained Retained Passing Specifications Calibrated Equipment Used: Inspector Tool ID Number Checked Calibrated Sieves Used:

Tool ID Number QA Review Tool ID Number Tool ID Number Tool ID Number Tool ID Number Tool ID Number Tool ID Number

I 1 Rev,, 3, Exhibit 13 5/79 TP-02 Page 1 of 3 CAROLINA POWER 6 LIGHT SHEARON HARRIS NUCLEAR POWER PLANT FIELD PERMEABILITY TEST TEST NUMBER DATE LOCATION OBSERVATION HOLE STRATA DEPTH (ft.) SOIL CLASSIFICATION FROM TO I ~ ~

1. DEPTH (ft.) TO WATER TABLE:

2. DEPTH (ft.) TO GROUND SURFACE

3. DEPTH (ft.) TO BOTTOM OF WELL:

4. DEPTH (ft.) TO TOP OF SAND:

5. DEPTH (ft.) OF SAND (3) "(4

6. DEPTH (ft.) TO WATER SU ACE 'ELL:

7. DEPTH (ft.) OF WATER I h=(3) -(6);

8. DENSITY (pcf) OF STAND AND

9. WEIGHT (lb) OF SAND + CONTAINER BEFORE FILLING WELL:

10. WEIGHT (lb) OF SAND + CONTAINER AFTER FILLING WELL:

11. WEIGHT (lb) OF SAND USED (9)-(10):

12. VOLUME (cu. ft.) OF WELL (11) -. (8):

13. RADIUS (ft.) OF WELL r ~12 (5)e TOOL ID COMMENTS:

TESTED BY:

CHECKED BY:

QA REVIEW:

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) ~ AJ'I . ~ 4 Rev. 1 Exhibit 13 TP - 02

>/70( Page 2 of 3 CAROLINA POtiER 6 LIGHT SHEARON HARRIS NUCLEAR POWER PLANT FIELD PERMEABILITY TEST

.Test Number TIME WAVER VOLUME ACCUM, DRUM NUMBER DRUYi NUYiBER TOTAL ACCUM. TEMiPERATURE CLOCK (YiIN.) READING DIFFERENC READING IFFERENC DIFFERENC FLON Tested By:

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Rev. 0 Exhibit 35 4/79 TP-02 I)5' CAROLINA P01KR & LIGHT CO!1PAKY SHEARON HARRIS NUCLEAR P01'ER PLANT CALIBRATION CURVE CHECK TESTS Rapid Hethod I.D. Number Note: Record field test number each time device is used and submit identical sample to laboratory for comparison check at required frequency.

1 21 41 61 2 22 =-

62 23 43 63 24 44 25 26 46 27 47 67 28 29 69 10 30 70 hSTH ASTH ASTH D-2216 D-2216 D-2216 31 51 71 32 52 7')

13 33 53 73 14 54 74 15 55 75 16 36 56 76 17 37 57 77 18 38 58 78

19. 59 79 20 40 60 80 ASTi~1 A STi~1 ASTH A ST."!

D-2216 D-2216 D-2216 D-2216 Inspector Date Checked QA Review

V Ci Rev... 0 Exhibit 16 6i 79 TP-02 CAROLINA POWER & LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT ONE-POINT PROCTOR DATA SHEET Sample No. Date Sample Location Type Test Sample Elevation Sample Description Densit Wt. Mold & Com acted Soil (lbs.

Wt. Mold lbs.

Wt. Com acted Soil lbs.

Wet Densit lbs./ft.

Dr Densit (lbs./ft.

Moisture Container No.

W C i tSil(

Wt ~ Cont Dr Soil ( )

Wt. Conte ( )

Wt. Water )

Wt. Dr Soil (

Moisture Content (%

Test Reference No.

Maximum Dry Density (Optimum Moisture)

Calibrated Equipment Used:

Tool ID No. Inspector:

Checked By:

Tool ID No.

QA Review:

Tool ID No.

Comments:

Laboratory Technician Senior Soil Engineer Cognizant or Quality Engineer Senior Assurance Civil Engineer Field Technician Lines of Documentation Lines of Communication DOCUMENTATION FLOW CHART

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