ML20127B723
| ML20127B723 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 09/17/1975 |
| From: | Temchin M EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML17198A241 | List:
|
| References | |
| FOIA-84-455 QCIP-2, NUDOCS 8506220039 | |
| Download: ML20127B723 (25) | |
Text
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. WATEnt'ORD STE.VI CLCCTRIC STATION - UNIT NO 3
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PROCEDU11F. FOR: SOlLS CONTROL PROCEDURE NCISER:-- QCIP-2
'4 . ISSUE SIMIARY -
B so i go ISSUE /DATU PREPARED l APPROVED RDIARRS A/ Draft M. Temchin
. v.
A/ .9/17/75 M. Temchin J. O. Booth is - ti .~ g . .
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l . 8506220039 850222 PDR FOIA GARDE 84-455 PDR NHN OF INruhs,. . ,qn . EMI, romt No. E-1 (12-12-74) I4-C-[Vef
- . . .- -.. - . . - - . ~ _ __ _--.
e l e 1 7 . EnASCO SERVICCS INColtPole :D . NO. QCI P-2 l ISSUE: A . HATE!:rol;D STCAM ELECTIIIC STATION - UNIT NO 3 L'Acn: .1 op 7 jj i i 1.0 PURPOSE This procedure outlines a means to verify and record compliance with applicable drawings, specifications , procedures , codes, regulatory require- s ments and documented instructions relating to soils inspection at the construction site. 2.0 SCOPE The scope' of the procedure applies to safety-related items and services
! involving excavation and backfill operations. Any activities relating to all soils materials (sands, silts, clays) and to all rock materiais, k" or combinations thereof, are included herein, where applicable.
h The soils control activities will be parformed in the excavated areas, "a borrow-stockpile areas, the plant backfill and earth structure backfill
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areas. In-place inspections and tests as well as laboratory tests and h analyses will be performed as a combined program for control of inte-g grated activities in all areas. o g
3.0 REFERENCES
u -
- e 3.1 Ebasco Services Incorporated, o Ebasco Specification,
' 5 Excavation and Backfill, i
m ,! , Seismically Designed Category I Structures, T Project Identification No. S LOU 1564.482 Rev. 1 , Dated 7/31/72. E' N
. 3.2 Ebasco Services Incorporated '.
Concrete Hydraulic Department, I General Earthwork Specification including Field Control i 8 Procedures and Techniques for Determination of Maximum m; Density and Compaction (latest revision).
, MI N -
3.3 Ebasco Services Incorporated, 5 Concrete Hydraulic Department, m: Laboratory Apparatus Calibration Procedures and Data Forms
@ (latest revision). .
p- . 4 4.0 DEFINITIONS 4 E. . None
! t t .
5.0 RESPONSIBILITIES
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5.1 The Senior Quality Control Supervisor with technical assistance from the Site Soils Engineer,is responsible for performing the following' jobsite quality control activities: , 5.1.1 Performing all soils inspections and soils laboratory operations. 5.1.2 Enforcing quality control documentation requirements and preparing the quality control records required i , by this procedure. FOlui NO. E-2 (12-12-71.) l l
. ~ . . - . - - . - . _ . . . . _ . ._. . . . _ , _ . . _ .
9.
- l. EUASCO SERVICES INCORPOR* "D . NO. QCIP-2 ISSUE: A . WATERFORD STP.AM ELECTRIC STATION - UNIT NO 3 PACE: 2 Or 7 l 4
'5.2 The Site Soils Engineer, reporting to the Senior Resident Engineer and coordinating with the Senior Quality Control Supervisor, shall administer the soils control discipline. He shall be a qualified soils engineer familiar with the design intent and is responsible A for the following: -
5.2.1 Maintains liaison with the Supervising Soils Engineer of the Ebasco Home Offic'e in order to ensure that field* operations yield the design intent. j 5.2.2 Consults with the Senior Resident Engineer, Field g Superintendents and Contractors to provide technical T.- assistance, in accordance with the specification, in [1 establishing field methods and construction procedures g for specification comp 1tance. I M-5.2.3 Prepare a monthly report on the performance of the work. n o ku 5.2.4 The Site Soils Engineer shall have the authority to
- g deviate and qualify specifications when in his technical g opinion, the specifications will not yield the required
- s; results (design intent) in a,certain situation. He shall -
not in this case, establish detailed written documentation of i h the deviation encountered and the earthwork performed on i w a Specification Qualification Form (attached as 7.3). i E' 5.3 A Quality Control Civil Supervisor, reportinS to the Senior Quality. Control Supervisor will receive technical assistance from the Site Soils Engineer is responsible for supervision of soils O. inspector (s) which verify a satisfactory quality level as defined W in applicable documents. He shall also be responsible for i h
. Supervision and direction of the Soils Laboratory, observation of Field Testing as well as:
H . g: 5.3.1 Assuring that tests, certifications and examinations . o* are. accomplished 'in accordance with the applicable h design drawings, specifications and any other governing documents. [ ,
'5.3.2 Accepting or rejecting work / tests in accordance with the i
specifications and procedures and, documents same, in-ciuding prep *aration of Statistical Analysis of com-
. pected backfill where provided for by the Specifications.
5.4 Quality Control inspectodd, reporting to the Quality Control Supervisor for soils, are responsible for the following: 5.4.1 Provide inspections and performance of tests in the
- work areas.
5.4.2 Provide assistance during the performance of soils _ laboratory operations. TORM NO. E-2 (12-12-74) ,
. l ., ELASCO SERVICES INC0K1VM D . No. QCIP-2 l , ISSUE: A . WATERTORD STEMt El.ECTRIC STATION - UNIT NO 3 FACE: J OF 7 _]
l . < 5.4.3 Prepare documentation of all operations requiring specific reports and/or form completion, and submission of same to their supervisors for review and further i action as required, s 6.0 PROCEDURE N* ' 6.1 Borrow andfor Stockpile Areas - 6.1.1 Perform visual inspection to assure that all areas
! are cleaned of all undesirable material such as trees,.
roots, vegetation, muck and silt in accordance with k" specification LOU 1564 .482 and document results on ! g , form QC- 93. , w "a 6.1.2 Make daily inspections durin's active periods and !
" monthly inspection during inactive periods to verify B that ,ro,er area drainase is beine maintained and g record results on form QC- 93 . ,
o . g- 6.1.3 Inspect, sample and test all ci, ass A borrow materials o to determine compliance of gradation and moisture - ar content with the specifications and record th's results S on form QC-93. g! w 6.1.4 Monitor loading of backfill material to insure that . { only materials which meet the specifications are taken from borrow areas or stockpiles to backfill i @ areas.
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j 6.2 Test Fills ! 5( - j; 8 Test fills will be constructed for the purpose of determining - l d the optimum construct; ion technique to achieve the design conditions. ! lili . Test fills shall be conducted, inspected and tested as required i ! ** by the specifications and in accordance with the general require-5 monts of this Soils Inspection Procedure, 3 g:: o The Site Soils Engineer *shall observe, document and coordinate
- g the technical aspects of the following operations when required
( g - by the specifications: M. . - 6.2.1. Surveying and layout ! * ~ .-
-} . ..
6.2.2 Excavation
- 6.2.3 Backfill -
, 6.2.4 Compaction, including equipment performance and operational characteristics. 6.2.5 Field density tests 6.2.6 Trench' inspection
- 6.2.7 Mapping ,
rnus un r-? (12-12-74) , 4 s
e t 7.- . E11ASCO SERVICES INCORPOK? MD . No. QCIP-2 ISSUE: A . bifERFORD STT.V! ELECTRIC STATION - UNIT NO 3
, L'Acc: 4 0F 7 i 6.2.8 Laboratory Tests '
6.2.9 He shall act as a liaison with the Supervising Soils s.
- Engineer and the Senior Resident Engineer concerning j the progress of the test fill and obtainment of the re- t ,
quired approvals for any design changes. l
, 6.2.10 He shall be responsible for the maintenance of formal i,
records 'of all operations and observations as required , l } by the specification and any approved changes thereto.,
;I J
k 6.3 Excavated or Stripped Areas .
^
I b 6.3.1 ' Prior to start of backfill operations, excavated or stripped
; areas shall be inspected to. assure proper drainage and i a sound base and for conformance to the specified re-h quirements, and the results recorded on Fora QC-93.
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N ' 6.3.1.1 Material that exceeds the permissable moisture content may be dried by spec 1fied means or , j . removed and replaced with new fin. Reworked . se fill material shall be tested for moisture f S content and the results recorded on Fora QC-89. 1 5' - I j ! 6.3.1.2 After satisfattion of all specified prerequisites,
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proof compaction of the final excavated grade may begin if required. After proof compaction, the E area shan be tested in accordance with the specifications. If rework is required, ratesting , I g. shall be performed and the results recorded on l 6 Fora QC-93. Documented release will be given l 8 on Form QC-132 after satisfactory completion of j e,3 . required te,sts, for the fin operation to begin. i li!! l N . 6.4 Soils Fill Operations - i ! N
- g. An soils placements, inspection and testing operations shall be
! o. conducted in accordtuce with the drawings and specifications. , 7 4 Inspections results aball be recorded on Form QC-93 and include at i . least the following requirements: i h.. 6.4.1 The proper class of fill required for use shall be de- ; termined from the design documents and verification re-j .i
. corded frem inspectior and test data in order to verify l
that meterist to be placed conformsI to these require-t moots. , j 6.4.2 Material to be compacted shall be spread and levelled in l
- smooth layers. The following items shall be monitored I for conformity to the specifications and recorded on form QC-93.
i i
. 6.4.2.1 Proper gradation of material i
6.4.2.2 ihickness of layers -- - - FonM No. E-2 02-12-74) t b
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. EBASCO SERVICES INCORNHA 1 . No. QCIP-2
, ISSUE: A . WATERFORD STEAM CLEC'"RIC STATION - UNIT NO 3 PAGE: 5 or 7 6.4.2.3 Limits concerning debris.
6.4.2.4 Moisture tests on the material after deposit and where required, moisture adjustment or replacement of material.
) 6.4.2.5 Weather conditions during placement of fill, for i i
conformance to specified limitations. ; 6.4.3 Compaction equipment shall be suitable for the intended work. l 6.4.4 . Compaction equipment usage shall be inspected for the following: ei 6.4.4.1 Proper speed during the compaction operation i 6.4.4.2 Vibration cycle for vibrating compaction equipment :
.E l $ 6.4.4.3 Prescribed number of passes aa
! 6.4.5 Small areas in which it is not possible to compact with large ! l scale mobile compaction equipment shall be monitored for i E conformity.to specified requirements such as maximum size of
$ contained material, proper type of compaction equipment, '
n! integrality with adjacent fill, proper lift thickness and l
.[u minimum compaction requirements. The results shall be recorded on Fora QC-93.
j f y 6.4.6 Where allowed by the specifications, initial fill lift data
- F may be reviewed similar to test fill data.'for arrival at 0 the best combination of equipment -types, speed of travel and
( ! n u ber of passes for attainment,of the required in-place densities. 4 m 6.4.7 All tests made in the backfill area s' hall be randomly located *
- within the area to be tested.by selection of points on a grid ;
I g system similar to the Typical 50 ft. Grid System for Test Locations, *
,: Figure 4.1 attached hereto. Grid coordinates shall be prefaced by
; g- the elevation +10 ft: "10 + M7 = 35N, 40W." Where "M" is the i W East-West Coordinate, "7" is the North-South Coordinate, "35N" is i a the offset to the North in feet from point M7 to the test location
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and "40W" is the offset to the west in feet from point M7 to the i [, . test location. (see sample location). ' Test locations shall be selected at random without the prejudice of visual observations e of the backfill area. Other test location designations may be ! j , established in accordance with prevailing specifications or l approved procedures. All test locations shall be selected by ! ( , Jaspection personnel under the direction of the Quality Control I i - Civil Supervisor. The Site Soils Engineer can provide technical - i assistance. . 6.4.8 Frequency of tests pertaining to each class of material shall be as delineated in the specifications and test results shall I be recorded on the appropriate QC forms samples attached in l i Section 7.2. . l [ . l i FORM NO. E'-2 (12-12-74) l
.- - . , . . - - , , , - . . + , -.-- ,,m-- -_.- , _.,,,,-.__ys
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. EBASCO SERVICES INCOR11)1U .) ,
NO. OCIP-2
. ISSUE: A , IJATERFORD STLVI ELECTRIC STATION - UNIT NO 3 PACE: .
6 0F 7 6.4.9 Compacted layers shall be tested in accordance with specified parameters and pertinent test fill data. Any material which fails to meet the specified minimum density shall be either recompacted or replaced until the specified requirements are met. Test results shall be recorded on the appropriate QC forms - ! _ ~ 7 samples attached in Section 7.2. 6.4.10 Test equipment for in-place density testing shall be as required by standards referenced in the specifications. Moisture indicator equipment used shall be in accordance with prevailing specifications and standards. ai 3 6.4.11 Samples from in-place density tests shall be sent to the laboratory, 1 for verification of moisture indications and for sieve analysis and 5, proctor tests, at the specified frequency for each class of fill. E 6.4.12 Relative density criteria, maximum density determinations and d statistical analyses will be performed in accordance with specified I I> requirements. Correlations and statistical analyses shall be
! g. , prepared by the Site Soils Engineer. ' u 6.5'. Records and Reports l
I U i y 6.5.1 The Quality Control Civil Supervisor shall review records relative g to soils control for acceptability.
- s; p 6.5.2 The Site Soils Engineer shall prepara a monthly report covering g earthwork operations. ,
8 g 6.6 Soils Laboratory - In general, the following functions are performed by the soils laboratory i staff under the direction of the Quality Control Civil Supervisor. i 8 ) w/ 6.6.1 Testing of materials to be used as backfills to determine their
) [ ,
suitability; materials are sampled from all borrow areas such as q ,, stockpiles and excavated areas and mechanical analysis and compaction ] M. tests performed to determine the moisture-density relationships with g- respect:to the specified standards. } $ - j g 6.6.2 Performance of mechanical analysis tests (including moisture
- g content determinations) on the materials from the work points
! = in the borrow and stockpile areas to determine their suitability for use in the compacted backfill.
}
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6.6.3 Testing of materials being used as " test fill" to establish the optismas number of passes of the compactor to obtain the required density. i - 6.6.4 Performance of field density moisture and mechanical analysis tests on materials from the compacted backfill in accordance with the specifications to assure the suitability of the materials and their proper compaction. 4 i FORM NO. E-2 (12-12-74)
2 r i . EBASCO SERVICES INCORIVlu i N0* OCYP-2 4 ISSUE: - A . WATERTOltD STEAtt ELECTRIC STATION - UNIT NO 3 Pact: y or 7 6.6.5 Performance of any additional tests as required to assure the adequacy of the tested material as required by the specifications. 5.6.6 Maintenance of records of all field and laboratory tests perfor=ed. 7.0 ATTACHMENTS g 7.1 Typical 50 ft. Crid System for Te'st Locationa - Figure 4.1 7.2 Soils Control Forms: M . QC-81 Density of Soil in Place - Sand Cone Method z! QC-83 Density of Soil in Place - Rubber Balloon Method E w a 'QC-85 Density of Soil in Place - Nuclear-Chicago Cage Method t 5 g QC-87 Imboratory Compaction Tests , O QC-88 Compaction Test (Graph) QC-108 Relative Dens'ity Determinations of Cohesionless Soil a: g QC-89 Moisture Content Data Sheet E ' ' of QC-90 Speedy Moisture Content Test Data Sheet H-
$ QC-91 Sieve Analysig E' . .
M
-QC-106 Mechanical Analysis Graph of Granular Materials
- QC-107 Amount of Material in Soils Finer than No. 200 Steve
- 8
,; QC-109 Log of Laboratory Samples T
N' QC-93 Soils Construction Inspection Report n
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E QC-110 Specification Qualification Foru i h QC-132 Site SoiIs Engineer - Approval Form 3 FORM KO. E-7 (12-12-74)
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**YPIOAL
. 50 FT. GK!G *.Y;77.M FCR TEST LOCATIONS . Figure No. 4-1 O
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< . WATERFORD STEAlt ELECTRIC STATION 1980 - 1165 MW INSTA1.LATION - UNIT NO. 3 DENSITY OF SOIL lN PLACE - SAND CONE MElHOD (In Accordance With ASTAt 01556)
TEST LOC ATeON ,, TEST ELEVATeON SOIL DE 5 C rt e P T s ON m
- C O M P U T A T,8 0 N N UM C re lC AL NO. OCSCRePTION - ukiTS
. eNDEX eNDEX 1 Weight of Appereews Filled With $end - lb .= 2 Weishe of Appereeus Plus Romeining $end . - lb 3 Weiske of Sead .a Hele, Piece, and Cone (1) - (2) Ib
. Calib i
4 weiske of Sead in Cone end Piese (121 ihees Ib 5 weighe of Send in Hele (3) - (4) Ib d Celib 4 Both Densley of Send (9) shees Ib/fe 3 3 7 Veleme of Tese Hel. (5) /(4) fe s 8 welche of Meise Sell end Can (No. ) - Ib 9 Weiske of Con (No. ) - Ib 1 10 weiahe of Messe soil (8) (9) Ib
- 11 Wee Deasiev (101/(7) _
Ib/fe 3 12 weiche of wee Seaple Plus Coneetnee - , 13 toiske of Der Semple Plus Conseinee - ,
~
14 weighe of Wesee in Semele (12)- (13) e l . . 1$ ' we.,he of Cone.inee No. = e 14 weighe of Dey Seil (13) - (15) e 17 Meisewee Ceneene Ms (nel 100' % (11) 18 Def Deeio6er 1.0 e (IT) lb/f 3 j 19 Mesimum Der Density - Ib/fe3 (18) 4 30 Peeeene Compeee6en . (19) a 100 g RSe4 ARet t n.e u eim e.us er m a1 tuvve c e su e r. e ,
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u.m 6 o e e ..si ris uz , c.-- - Foru No. QC-81 (9-17-75) ,
s gz___ . _ - u -3.r.- WATEITORD STEA.'l ELECTRIC STATION _-- - 1980 - 1165 FM INSTA!.1ATION - L' NIT NO. 3 DENSITY OF $0:1. It: PLACC - RUbi!ER BALLCON METHOD ,-- Un Actoro'once With A$T).i D2167) . TEST LOC ATION 9 TCsf CLCVAYaON TEST DCPTH 60tL OCSCRir* TION meng M N 1 Jt6 m . . . - kr .a - .- NO. DESCmlPTICM Q U A a( T I T y i i laisial I!eedings with Appe.etus e,n Test Hele Site: ,
- e. Volunee ladiseter su le
- b. Presepe en Liquid (some es (et Celib. Cheek) . psig
- e. Sveal eese weight (sea.e en fee Celib. Cheek)
- Ib . !
l . 2
- Yeleme ladiseiee Reeding wish Appeestus ever Tese Hele end o lf,esa inflesed in Hele ev f t 3 Vol of Test Hele (2) . (1) . eu fr 4 Weiske of Meist Seil Removed trea Tess Hele
- Ib s wei.i . ueis...e Cenien, sem,ie 6.re,. o ,in, (nefe, .. T.6:e :i, AsTti o2:47re,uin,w..) . ..
- f. Dry Weiske of Meisevse Con,ent Semple '
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> y.is...e Co .e .. W . '5lc,'n . i . s 8
; Wet Linie Weig*.e of Soil Removed from Tese Hele. 6,.h lb/sw (e
, o., un,. ei,i.. .. . 3, u.m..ed ,.. T e ss n.ie e ,,,(3), ,, e i .. l6es ..
e CauAnns . . wm- ..7-TMk~Ti"* iccrvt ... .n e TG :.... o47U.f4ti25.*Mih7.: c.M';"a"- m_,.,,. Form No. QC-83 (9-17-75) . I
.s WATERFORD STI'Mt ELECTRIC STAI i 1980 - 1165 hv INSTALLATION - UNIT NO 3
. DENSITY OI: 50!!. IN PL ACC - NUCL EAR - CHICACO CAUGE METHOD lire Accordance \'.'orie AS 1 M 0322. Metlood A)
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APP AR ATuS IOCHTIFIC ATION . TCET LOC ATION __ 80th DC&CntPTION TEST CLEVAT60N D E N81Tv C Ou N T
- WOtStuMC C o u M T, .
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- PCF 3 3 Der Densier PCF Svm * '. f Sem IMeissvee Centent ?*
Avg Avg Sed CT *
$sd CT CT Reele CT Rolle
- MEMaMKs oave v asi av so==vis o av cwac.aso av
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APPARATUS lOENTIFIC ATION ' TEST LOCATION . SOIL DESCRIPTION TEST ELEV AT80N
.oENseTv count uots f u mE count I
1 1 Wes Densley i PCF r 2 2 Melsive. PCr 3 3 . Dey Densley PCP Sum See Nelsevee Ceasene is Ave Ave Sid CT Sed CT
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Form No. QC-85 (9-17-75) ,
, . \7.7eU.T T.Ce'.VJl "'""""' VATElWORD S1EA}t ELECTRIC STATION ,,
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1980 - 1165 MW INSTALL \ TION - UNIT NO. 3 LAt10RA10RY COMPACTION TEST (In Accordance Wooh ASTAL DWS or Ol557) , T CST LOC AT EON TEST CL Cv ATION M AT ERI AL OCSCRIPTeON QQUtPMENT IO C N TIF IC A T EON
,,,,gg O a e e i se - D.se C.a.c. eed PREP AR AT4ON O rie oe'.d D.se Mia.d 5.' '" d 'a 5' -
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. w.eee AdJed w eewe,s.6 + u.id in ,
wee u.se la , , Wgt Wee 1 ell la g I ce Dea.ier ,% = 16/.. fe
- l COMP ACTION 3 WATER CONTENT SEFORC AFTER BEFORE AFTER OEFORE AFTER BEFORElAFTER ' nEFOMP!AF*ea 6 C.ne.6aee H.,
wet conseinee. wee Seit la o Wee C.ae.saee+ Dey 1.;lla e 4,e weeer sa ,
.co C.ae.ia.e sa e aos D.y S.it in e 8:eee ceasene, r. .
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un f..ede....a.6..e6 e 4i. ....t O r.e O a.*- O u -
- 2) Dege.. .I difais' ley la geeting nif. wesee.. 48 a.las .? H.ed O u.de - O s..,
- 3) Ae -6.e ...e 6.e 4. . psee C, 6, . p se. '
, s.se , s ,.a,y d) Wo. bleed.ag ese.J d ia, e,est .O ve. O H.. i'.. -h.ee..e -6 e.
- 5) othee e ene.e
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o c n 6.v._ Gtp 6V 1.msna n 67 yswom u vr..ar.rv.wi-
==~~~ ... sr-- ~ s - -- -~-~-=.t Form Noe QC-87 (9-17-73) , ,
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. 120 7 s I . ..
.. ... .. . _ ..\...'t WATERFORD STEAM ELECTRIC STATION
_ ,_ \_ , i 1980 - 1165 W INSTALI.ATION - UNIT No. 3
\ COMPACTION TEST
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1 l (in Accordonce With ASTM C69S er Ol557) l
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- Remedial Aetion: Ascepted Rejected
. Site Soils Engineer 4
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