ML20195C632
| ML20195C632 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Shoreham |
| Issue date: | 12/22/1982 |
| From: | WISS, JANNEY, ELSTNER & ASSOCIATES, INC. |
| To: | |
| Shared Package | |
| ML20195C609 | List: |
| References | |
| FOIA-86-176 WJE-800137Q, NUDOCS 8605300413 | |
| Download: ML20195C632 (250) | |
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- O STRUCTURAL RESPONSE
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CF THE CONTAINMENT STRUCTURE
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SHOREHAM NUCLEAR POWER STATION - UNIT NO. cl
.I DURING STRUCTURAL ACCEPTANCE TEST _
a Y' LONG ISLAND LIGHTING COMPANY _
] .E I WJE NO. 8001373 s
; i December 22, 1982 n
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A s 4 S 0 ' ? 1 I- a t e S. 1 . p C. I i WISS, JANNEY, ELSTNER AND ASSOCIATES, INC. 330 Pfingsten Road Northbrook, Illinois 60062
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. o STRUCTURAL RESPONSE F
0,f, THE CONTAINMENT STRUCTURE W SHOREHAM NUCLEAR POWER STATION - UNIT NO. I j s S- DURING STRUCTURAL ACCEPTANCE TEST
.I a FOR H
H E LONG ISLAND LIGHTING COMPANY Y. E WJE NO. 800137Q I 5 I n December 22, 1982 e r l a CONTRACTURAL REQUIREMENTS Il l} Il The s t ructural . behavior testing described herein was performed o during the Structural Acceptance Test of the Containment Structure and E
.5 Drywell Floor Structures, Unit No. 1, Shoreham Nuclear Power Station, : .< n . : .n. '
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$, Long Island, New York.
Wiss, Janney, Elstner and Associates, Inc. ; i fr_ (WJE) was retained by Long Island Light Company to install the pre-scribed instrumentation, monitor the response of the instruments, con-duct crack surveys prior to and during the structural testing, and to report on the results of this structural ' behavior study. The location of test instrumentation was planned by Stone and Webster Engineering C'orporation, Boston, Massachusetts. The work was conducted in accordance with Stone and Webster Specification No. SH1-333, as modified by subsequent directions required by field conditions. . All installations were performed or supervised by WJE personnel. That i _ . . . . . . _. _ , . . . - _ - y. J part of the work normal to their skills (installation of electrical lead wires, etc.) was performed by tradesmen.
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OBJECTIVE OF STRUCTURAL TESTING The instrumentation and subsequent Structural Acceptance Test was l designed to accomplish the following: W - Measure and record the structural response of the primary j A. 3^ containment structure under 1.15X design pressure load-
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d ing. II y, B. Verify that the measured response is within the predicted E design limitations and tolerances. I 4 s i C. Demonstrate that the structural integrity of the primary n [ containment st ructure is maintained under 1.15X design j internal pressure load.
,1 D. Demonstrate that the structural integrity of the drywell s
s floor is maintained under a differential pressure of Il - t i 1.15X the design differential pressure. n - I , e
- s. DESCRIPTION OF THE' CONTAINMENT STRUCTURE
- n L The containment structure of the Shoreham Nuclear Power Station, Unit No. 1, is a reinforced concrete structure in the form of a trun-i cated cone upper section and a cylindrical bottom section separated by a reinforced concrete floor. The entire containment is supported'on a .
reinforced concrete foundation mat. The entire inside surface of the structure is lined with steel plate which forms a leak-tight membrane.
?!ajor discontinuities occur in the structure at the following locations:
n A. At the intersection of the containment wall and base mat.
B. At the intersection of the cylindrical and conical por-tion of the containment wall. C. At the thickened portion of the conical containment ' wall. W D. At the intersection of the conical wall and steel dome. j s S- E. At the equipment and personnel hatch openings. 4 a
" DISPLACEMENT INSTRUMENTATION e
Y. E Radial displacements, vertical displacements and tangential dis-I placements were obtained using Invar wire high precision exten-f n 2 someters. a The high precision extensometers were located within and without n d the structure. Those extensometers located within the structure were A l 5 connected to external power supplies and readout equipment by elec-n y trical leads which extended through penetrations in the cylinder wall. a j Each precision extensometer consists of an Invar wire spanning the 5. distance to be mea'sured. One end (the " dead" end) was fixed to non-
' n t moving support, and the "liye" end of the wire was attached to a spring-loaded frame, containing the sensing element, which was rigidly
, attached to the containment in the direction of measurement.
The precision extensometers use a Schaevit: direct current linear variable dif ferential transformer (DC-LVDT) as the displacement measur-4 ing device. The DC-LVDT used is of the infinite resolution type and i have a maximum displacement range of 1.0 in. The DC ,LVDT is an elec-I tromechanical transducer that produces an electrical output propor-
} tional to the displacement of a separate movable core.
t t Current was supplied to the extensometers by a power supply deliv-I
? The output ering +,15 volts to activate the amplifiers in the DC-LVDT.
[
Y * , from the extensometers was through a separate pair of 22-gage elec-trical cables. Each instrument was calibrated in our laboratory using a refer-The ence DC-LVDT and dial gages prior to its use in the field. W ref erence DC-LVDT and dial gages were calibrated with gage -blocks j s traceable to the National Bureau of Standards.
.I .i 11 n EMBEDDED INSTRUMENTATION e
Y. U In addition to the instrumentation discussed, electrical resis- i 1 s tance strain gages were installed on reinforcing bars during construc-n
$ tion of the structure. The strain gages were connected to the data These gages were d acquisition system and monitored during the test.
il installed by Brewer Engineering, Marion , Massachusetts. s O LINER STRAIN GAGES c i a Electrical resistance strain gages were installed at nine loca- , f 1 5. Rosette gages type EA-06-250RA-120E g tions on the containment liner. n Data f- option, as manufactured by Micro-Measurement, were installed. from the individual rosette gages was reduced to provide principal stresses and direction of principal stresses. DATA ACQUISITION EQUIPHENT A computer based automatic data acquisition system was used to obtain and process all strain and deformation measurements during the tests. The system consists of a Hewlett Packard (HP) No. 3497A data The sys-acquisition control unit and a Hewlett Packard 85 computer. tems are linked by means of a HP-IB (Hewlett Packard Interface Bus). 4 l l The HP-3497A is a microprocessor controlled digital data acquisition system, with a scan rate of 2 to 5 channels per second. The system is i > l equipped with a hard copy printer and can also serve as a stand-alone unit. The HP-85 is a ROM-driven general purpose computer structured W around a 16 bit processor. The data obtained from the test are j s
' 5- stored on tape cassettes for permanent record and further processing.
.I l1, All data acquisition functions were initiated and controlled from H
E the HP-85 computer. At any pressure level, the operator was required Y. to key in the current pressure and then execute the start command. The 2 E l I f computer was programmed to initiate the scan and check each channel for n y overload and store all the voltage readings along with pressure and time of scan on the tape cassette. After all the data were collected, g d the program computed the incremental strains or deformations for each - A f f, gage using the original "zero" pressure reading and the necessary cali-o f bration factors. a i e
, S. CRACK INSPECTION I
H ! t Prior to the Structural Acceptance Test, Stone and Webster per-
! sonnel surveyed the entire structure for cracks. In addition to the I
overall inspection, five (5) areas were chosen for detailed crack mapping during the test. Two (2) additional areas were chosen for i inspection during the drywell floor tests. Crack widths observed dur-h ing the pressure test were measured using a 6X comparator. 1
~
$ STRUCTURAL ACCEPTANCE TEST The Structural Acceptance Test was conducted during the period from July 3, 1982 to July 4, 1982. A time pressure curve is presented in Fig. 1.
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l measurements were Gross def o rma tion measurements and strain obtained at the following nominal pressure levels: 12.0, 27.6, 41.4, 55.2, 41.4, 27.6,12.0 and 0 psig (see Table 1.0 for actual pressures). Detailed crack inspections were made before and af ter the test and at W 12.0, 27.6, 41.4 and 55.2 psig. 5 l 3' At each pressure level where structural data was required, pres-
.I a surization was halted for a minimuma period of one (1) hour before n
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- e obtaining the required data.
i Y. E The data obtained at each pressure level was immediately reduced. I The reduced data was reviewed by the Stone and Webster representative f H increment. E prior to starting to pressurize or depressurize to the next I a STRUCTURAL ACCEPTANCE TEST RESULTS
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! Displacements o
t I Precision extensometers were used to measure all displacements. i a t
's, Containment radial displacements were measured along six approximate These meters, desig-f equally spaced meridians at six (6) elevations.
e nated W01 through W18 and W25 *.hrough W42, measure radial displacements f rom either the inner or outer fcce of the containment wall to a fixed 4 reference point. Fig. 2 shows the location of instrumentation measuring radial displacements of the containment wall. Radial and tangential displacements were measured at twelve (12) i locations around the equipment hatch. The locations of these points a are shown in Fig. 3. The containment vertical displacemenI" was measured relative to the i base slab ou six meridians at two different elevations. The locations C of the vertical displacement points are shown in Fig. 4. i t
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. e Of the eighty (80) displacement meters installed, one meter, located at W15, was classified as malfunctioning. Subsequent recali-bration after the test indicated the unit was inoperative. The data for this gage has not been included in this report.
W i Tables 1 through 3 present the displacement history of all the s S* gages during the test. Table 4 compares the predicted values with d
$ measured values for the peak pressure of 56.26 psig. With the excep-Il y, tion of Gage Nos. WOI and WO6, all radial and vertical deflections measured were within the predicted values. Appendix A presents the f
s I plots of containment displacements. H e r . Strains in Reinforcing Steel
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d ' Strains in the primary containment reinforcing were. measured at 4 s s various elevations at three azimuths. A total of ninety-five (95) () f gages were installed during cons truction by Brewer Engineering, a t e Ninety-two (92) of the gages were mounted on the reinforcing ein the s. l walls and three (3) gages (R93, R94, R95) were mounted on equipment Il C hatch reinforcing. Figure 5 shows the location of the strain instru-mentation. Table 5 lists the locations of the gages. Tables 6 through 8 provide strains observed during the conduct of the test. In Table 9, calculated stresses at discrete locations are compared to predicted stresses. The-predicted values have been provided by Stone and Webster l engineers. Nine strain rosettes were used to measure liner strains during the Structural Acceptance Test. The locations of these rosettes are shown in Fig. 6. ] Table 10 lists the strains measured in each of the rosette strain J gages at the test pressure levels. Positive strains indicate tension, l i
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t . 1 negative indicates compression. Cages are listed in groups of three which comprise a rosette. Horizontal, diagonal and vertical components ! of each rosette are designated. - The data obtained from the individual elements of each rosette Y were combined and reduced to determine the principal stresses and I s 5 directions at each location. A modulus of elasticity of 29x106psi and
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Poisson's ratio of 0.30 were used in the calculations. Reduced data H e H from each rosette is presented in Table 11. Cage No. 6 has been Y. [ omitted from Table 11 due to the malfunction of the gages. Figure 7 I 5 indicates the key to the direction of the major and minor principal t n e stresses and maximum and minimum shears as related to the vertical and r a horizontal direction of the rosette. n
'I Cenerally, the recorded strains and corresponding calculated ,
A 5 stresses appear reasonable. As shown in Table Nos. 6 through 8, the il 9 maximum strain recorded was-350 microin./in. This value occurred at I a I, peak gressures (56.26 peig). i Rosette data also appears reasonable with the exception of the I
$ gage located at Azimuth 281* and Elevation 114'. The maximum principal stress recorded during the test at peak pressure was 11,761 psi (tension) at Azimuth 281* and Elevation 63'-6". Ilowever, the majority of the rosettes showed much lower maximum principal stress values.
CRACK INSP,EqrtJQ1 Prior to the Structural Acceptance Test, the entire outside sur-face of the containment was inspected for cracks by Stone and Webster personnel. Five additional areas were selected for detailed inspec- , 1 tion. The detailed crack inspection areas had a 1-ft square reference 1 l i
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TABLE 2 ST Rl'CTURAt ACCEPTANCE TFST ,' ' T VER_TICAL Ti!SP1 ACEMENTS 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 PRESSUkE (PSIC) 7/3/82 7/3/32 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 1/4/82 DATE 0837 1428 2115 0342 0637 1056 1445 T1.6 1 (HOURS) 023S PERCENT RECOVERY CACE NO. AZIMUTH ELEVATION (Deg.) (Ft.) 0.0397 0.0685 0.0566 0.0421 0.0237 0.0096 85.98% W19 44.47 64.92 0.0106 0.0239 0.0478 0.0767 0.0659 0.0524 0.0327 0.0137 82.14% W20 95.00 64.92 0.0139 0.0292 0.0412 0.0684 0.0574 0.0437 0.0264 0.0123 82.02% V21 171.67 64.92 0.0105 0.0242 0.0225 0.0382 0.0648 0.0543 0.0416 0.0257 0.0125 80.71* W22 224.22 64.92 0.0097 - 0.0440 0.0729 0.0614 0.0471 0.0289 0.0125 82.86% W23 287.23 64.92 0.0111 0.0253 0.0303 0.0482 0.0767 0.0635 0.0472 0.0262 0.0100 86.961 W24 330.43 64.92 0.0136 i N o a 0.0690 0.1088 0.1556 0.1270 0.1001 0.0632 0.0316 79.7d: W43 37.00 148.58 0.02e0 0.0698 0.1092 0.1527 0.1264 0.0987 0.0617 0.0309 79.76 W44 83.50 148.59 0.0297 0.1578 0.1295 0.1013 0.0644 0.0337 78.64% 163.00 148.64 0.0273 0.0683 0.1087 W45 0.1067 0.1527 0.1248 0.0977 0.0613 0.0306 79.96% W46 220.00 148.56 0.0277 0.0672 0.1544 0.1254 0.0982 0.0619 0.0311 79.86% v47 273.00 148.55 0.0286 , 0.0679 0.1072 0.1072 0.1543 0.1253 0.0984 0.0617 0.0313 79.71I W48 345.00 148.57 0.0285 0.0679 I e 9 hmhme
. . _ . ~_ _
a ... TABLE 2 (Cont.) STRUCTURAL ACCEPTANCE TEST VERTICAL DISPLACEMENTS 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 PRESSURE (PSIC) DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 0235 0837 1428 2115 0342 0637 1056 1445 TIME (HOURS) PERCENT REroVTRY CACE NO. A2IMUTH ELEVATION * (Deg.) (Ft.) . DOME (APEX) VERTICAL 0.1291 0.1892 0.2794 0.2136 0.1505 0.0681 0.0019 99.32% W49 0.00 165.76 0.0603 W50 0.00 0.00 DELETED I
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- . TABLE 4 STRUCTURAL ACCEPTANCE TEST DEFLEC'IND PREDICTED VERSUS MEASilEED u_ _~
Defle'ction - inches @ 56.26 PSIG Elev. ~ Predicted Gaga No. (Ft.) Directien* Measured 0.1013 0.09 WO1 22.17 R R 0.0805- - 0.09 WO2 21.50 21.50 R 0.0Sf7 0.09 ' WO3 22.17 R G.0720 0.09 WO4 ' R 0.0872 0.09 WOS 21.50 21.50 1 R 0.0,986 0.09 WO6 34.00 R 0.1937 0.260 WO7 33.58 R 0.1725 0.260
, WO8 34.00 R 0.1771 0.260 l WO9 ,
34.23 R 0.1707 0.260 W10 34.00 R 0.1753 0.260 Wil 34.00 R 0;1987 0.260 W12 W13 64.17 R 0.1630 0.250 W14 64.17 R 0.1384 0.250 64.06 R 0.1680 0.250 W15 W16 63.50 R 0.1421 0.250 W17 64.17 R 0.1524- 0.250 63.58 R 0.1616' O.250 W18 64.92 V 0.0687' O.150 . W19 W20 64.92 - V 0.076h . . 0.150 W21 64.92 V 0.0684 0.150 W22 64.92 V 0.0648 0.150 64.92 V 0.0729 - 0.150 W23 e W24 64.92 V 0,.0767 0.150
~
W25 91.67 R 0.0835' , 0.280 W26 91.00 R 0.0714 0.280 W27 88.00 R 0.0844 0.280 , W28 88.75 . R 0.0867 _ 0.280 W29 91.00 ' R 0.0826 0.280 2
- R = Radial s
V = Vertical ,, T = Tangential /,
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t TABLE 4 (Continued) Deflection - inches @ 56.26 PSIG i Elev. - _ _ _ _ _ _ . _ _ . Direction
- Measured Predicted I Gage No. (Ft.) . -
R DELETED 0.280 W30 91.00 0.0223 0.240 W31 115.50 R R 0.0146 0.240 W32 115.50 l- 0.0104 0.240 112.00 R W33 R 0.0048 0.240 W34 115.50 R 0.0151 0.240 W35 115.50 R 0.0219 0.240 ' W36 114.00 R 0.0438 0.150 W37 148.58 R 0.0085 0.150 W38 148.59 R 0.0329 0.150 W39 148.64 l 0.150 148.56 R 0.0312 W40 R 0.0324 0.150 I W41 148.55 R 0.0466 0.150 W42 148.57 , V 0.1556 0.410 W43 148.58 V 0.1527 0.410 W44 148.59 V 0.1578 0.410 W45 148.64 l V 0.1527 0.410 W46- 148.56 V 0.1544 0.410 W47 148.55 , V 0.1543 0.410 W48 148.57 V 0.2794 0.570 W49 (APEX) 165.76 0.0017 0.0 H01 88.16 T T 0.0019 0.0 H02 92.58 T -0.0025 0.0 H03 94.85 T -0.0004 0.0 H04 76.90 T 0.0013 0.0 H05 71.58 T -0.0094 0.0 H06 69.35-T 0.0147 0.021 H07 82.35 T 0.0021 0.004 H08 82.35 A T 0.0169 0.020 H09 82.35
]
9 f ' TABLE 4 (Continued)_ Deflection - inches 0 5 .26 6 PSIG Elev. (Ft.) Direction * . Measured . Predicted Gage No. ' T 0.0014 0.004 H10 82.35 T 0.0125 0.007 H11 82.35 T- -0.0016 0.001 H12 82.35 0.1039 0.217 H13 87.68 R R 0.0880 0.210 H14 91.10 i R 0.0717 0.195 H15 94.85 R 0.1375 0.228 l H16 76.91 R 0.1505 0.220 l H17 . 73.60 0.1530 0.216 j H18 69.85 R R 0.1166 0 . 2 39 i H19 82.35 82.35 h 0.1041 0.243 H2O ~ R 0.1167 0 .2 39 H21 82-35 -* 82.35 R 0.0723 0.243 H22 32.35 R 0.1035 . 0.242 H23 82.35 R 0.1665 0.243 H24 ,
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TABLE 5 PRIMARY CONTAINMENT REINFORCING STRAIN GAGE LOCATIONS
- Circumfe ren tial Meridonal Shear Inner -Outer Inner Outer Bar Bar Bar I Elev. _
Bar Bar Azimuth 281' 10'-6" #1 #6' .,
#2, #3 #5 11'-0" #4 11'-4" #22 17'-6" #19 #24 #20, #21 #23 2 2 ' . 7" #29
#34 #30, #31 #33 #32 2 3' -0"
#69 #67 d41 56'-0" #43 #39
#50 5 8' -0" #61 #70 #60 #58
#48 #51 #49 #59 60'-6" #52
#68 62'-0" #57 #66 #42 #40
#75 #78 #76 #77 143'-5" #79 146'-11" #88 #84 #86 #85 148'-0" #87 Azimuth 221* 10'-6" #7 #12 11' -0" #8, #9 #11 11'. - 4" #10 17'-6" #26 #25 24'-0" ~
#36 2 4 ' -6" #35 568-0" #74 #71 -
58'-0" #54 #62 i 60'-0" #63 #53 l 62'-0" #45 #44 143'-5" #81 #80 146'-11" #90 148'-0" #89 , Azimuth 58" 10'-6" #13 #18 11' -0" #14, #15 #17 ' 11'-4" #16 s 17'-6" #27 #28 2 3 '- 6" #38-24'-0" #37 56'-0" #47 #73 58'-0" #56 #64 60'-6" #65 #55 j 628-0" #72 #46 143'-5" #83 #82 146'-11" #92 : 148'-0" #91 4 4 TAME 6 STRUCTURAL ACCEPTANCE TEST OBSERVED STRAINS - CIRCUHFERENTIAL REINFORCING
, PRESSURE (PSIC) 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 TlHE (HRS.) 0235 0837 1428 2115 0342 0637 1056 1445 i
CACE NO. AZIMUTH El.EVATION INNER BARS (peg.) (Ft. In.) . 10'-6" -2 7 5 3 0 -3 f ROI 281* -2 1 281* 17'-6" 8 20 41 66 55 . 41 23 10 j R19 .
. R29 281* 2 2 '- 7" 13 33 80 144 119 92 58 30 R43 281* 56'-0" 15 54 154 261 224 178 122 75 j
58'-0" - 12 .42 131 228 197 159 110 70 R61 281* l 281* 60'-6" 20 76 184 284 237 186 120 64 R52 281*- 62'-0" 9 28 99 204 180 148 - 106 73 R57 i R79 281* 143'-5" 7 14 22 34 26 17 8 -1
- N 44 31 13 0 i 146'-11" 40 58 p R88 281* 11 26 R07 221' 10'-6" 2 5 7 13 11 8 6 3 .
20 10
- R81 221* 143'-5" 8 18 35 55 45 35 R90 221' 146'-11" 12 29 92 130 108 85 54
- 30 R13 58' 10'-6" 0 1 7 l's 50 11 7 5 R83 58' 143'-5" -2 -2 -1 -2 -2 -2 -2 -2 R92 58* 146'-11"' 12 29 90 124 103 81 50 . 28 i
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. . . _ - -. . , . . _ . . , . . _ . . - - . - - . . . . . . _ .- . . _ -- - . - ~ . . . . - _ _ _ . .-
9~ 4 TABLE 6 (Cont.) STRUCTUltAL ACCEPTANCE TEST
}l OBSERVED STRAINS - CIRCtJHFERENTIAL REINFORCING PRESSURE (PSIC) ~* 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 ,
) 4 TIME (ItRS.) 0235 0837 1428 2115 0342 0637 1056 1445 CACE NO. AZIMUTH EI.EVATION OUTER BARS (Deg.) (Ft. In.) r i R06 281' 10'-6" 2 2- 6 12 11 8 5 3 R24 281* 17'-6" 7 18 38 64 53 40 '24 9 l R34 281* 2 3'-0" 12 29 58 110 94 71 43 22 ,( R39 281* 56'-0" 24 80 186 280 226 175 108 53 )
- 1 R70 281* 58'-0" 25 85. 213 298 234 173 97 38 R48 281* 60'-6" 0 1 2 2 2 2 0- 0
- 227 176 115 65 R66
- 281* 62'-0" 12 51 183 2 72 1 1 281' 143'-5" 9 18- 28 42 36 26 13 2 J w R75 e 63 99 82 60 29 6 I R84 281* 146'-11" 13 37 221* 10'-6" 2 3 7 12 9 6 5 1
, R12 R26 221' 17'-6" 8 21 44 75 63 47 28 12 R36 221* 24'-0" 14 37 87 155 128 97 58 27 R74 221' 56'-0" 16 48 135 243 205 163 108 27 221' 58'-0" 13 43 122 239 203 164 112 67 R54 221' 60'-6" 9 31 84 169 148 121 83 , 55 j R63 [ R45 221' 62'-0" 10 32 91 175 154 125 85 53 58* 10'-6" 2 4 10 17 13 12 6 3 i R18 58' -17'-6" 7 12 7 10 3 -2 -7 -12 R2 7 . 58' 23'-6"- 19 51 114 180 146 110 63 26
- R38 58' 56'-0" 12 53 135 262 229 187 133 86 R47 t
s a e TAhll! 6 (Cont.{ STRUCTURAI. ACCEPTANCE TEST . OBSERVED STRAINS - CIRCUMFERENTIAL REINFORCING PRESSURE (PSIC) 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 TIME (HRS.) 0235 0837 1428 2115 0342 0637. 1056 1445 CACE NO. AZ1HUTH ELEVATIDW OllTER BARS (Deg.) (Ft. In.) . R56 58' 58'-0" 9 43 113 253 227 IE9 136 94-R65 58' 60'-6" 10 41 113 212 177 140 95 59 R72 58' 62'-0" '10 43 123 273 240 197 142 97 I
.u 9
m '. . -
. - --Q, ,. . .- . . ,
v 6 - - -. .._. _._ _. ___. -_ TABLE 7 STRUCTURAL ACCEFTANCE TEST OBSERVED STRAINS MERIDIONAL REINFORCING PRESSURE (PSIG) 12.91 28.19 42.15 52.26 41.20 28.48 12.82 0.00 DATE 7/3/82 7/3/82 77 3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 TIME (HRS) 0235 0837 1428 2115 0342 0637 1056 1445 CACE NO. AZIMUTH ELEVATION INNER BAR (Deg.) (Ft. In.) R02 281* 11'-0" 18 23 42 15 68 53 34 23 R03 281* 11'-0" 8 21 38 64 52 37 19 6 R20 281* 17'-6" 5 13 27 ,43 35 27 18 11 281* 17'-6" 2 7 13 19 15 12 7 4 R21 R30 281* 2 3'-0" 5 13 20 32 26 19 13 6 R31 281* 2 3'-0" 6 12 18 28 23 16 11 5 R69 281* 56*-0" 8 17 57 101 83 64 37 17 R60 281* 58'-0" 9 26 49 75 61 45 ,28 14 R51 281* 60'-6" 9- 25 57 102 86 67 43 23 b R42 281* 62'-0" 24 73 118 168 130 93 52 17
'Y . Rh8 281* 143'-5" 10 22 33 56 46 34 20 9 R86 281* 146'-11" 1 2 5 15 13 9 7 3 R87 281* 148'-0" 0UT R08 221* 11'-0" 12 27 47 95 78 60 35 18 R09 221* 11'-0"' 12 27 47 S4 69 53 31 14 R80 221* 143'-5" 7 14 22 37 29 21 10 4 R89 221* 146'-11" 12 29 92 130 108 85 54 30 R14 58* 11'-0" 11 26 47 107 88 66 38 16
- R15 58* 11'-0" 8 22 37 61 51 38 22 10 R82 58* 143'-5" 8 16 27 40 30 20 10 2 R91 58' 14 8'-0" 0UT
. u
- . - , . - . , . ~ . - - . . . ~ . . - . . . - . . ~ _
. . . ~ . - .+ .. . - .
. TABLE 7 (Contl STRUCTURAI, ACCEPTANT:R TEST, OBSERVE.D STRAINS MERIDIONAt. REINFORCING PRESSURE (PSIC) 12.91 28.19 42.15 52.26 41.20 28.48 12.82 0.00 .
DATE 7/3/82 1/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 T!HE (IIRS) 0235 0837 1428 2115 0342 0637 1056 1445 a CACE NO. AZIMUTH Et.EVATION OUTER BARS i (Deg.) (Ft. In.) i R05 281' 11'-0" -1 -2 -9 -17 -14 -12 -8 -5 a R2 3 281* 17 ' -6" 4 10 5 9 3 -1 -5 -9 I R33 281* 2 3 '-0" 19 35 42 64 47 28 7 , R67 281* 56'-0" 7 22 56 76 63 49 28 15 { R58 281* 58'-0" 4 11 35 55 50 39 28 18 R49 281' 60'-6" 2 8 15 13 7 4 -1 -4 R40 281' 62'-0" 8 33 46 65 50 34 15 1 R76 281' 143'-5" -3 -5 -6 -7 -4 -5 -4 -4 R85 281' 146'-11" -3 -7 -10 -17 -12 -8 -5 -2 R11 221' 11'-0" -2 -2 -10 -16 -16 -12 -8 -7 < l R25 221' 17'-6" 7 13 12 18 11 4 -3 -8 ta
- y. R35 221' 24'-6" 18 40 48 50 35 20 1 -12 5 R71 221' 56'-0" 12 30 56 65 50 35 16 2 R62 221' 58'-0" 4 9 23 40 35 28 18 12 R53 221' 60'-6" 3 8 17 30 26 22 16 10 ,
R44 221' 62'-0" 4 20 37 50 40 29 15 3 , R17 58' 11'-0" -2 -4 -13 -22 - 1,8 -16 -11 -7 R28 58' '17'-6" 12 26 . 52 99 85 67 40 19 R37 58' 24'-0" 22 45 63 85 64 42 14 -5 R73 58' 56'-0" 10' 30 62 84- 69 53 34 15 k i 4 4 L
-9 -
6 %. _. . . . - _ , I TABLE 7 (Cont.) STRUCTURAL. ACCEPTANCE TEST OBSERVED STRAINS HjRIDIONAI. REINHIRCING 42.15 52.26 41.20 28.48 12.82 0.00 PRESSURE (PSIC) 12.91 28.19 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 DATE 7/3/82 7/3/82 2115 0342 0637 1056 1445 0235 0837 1428 TIME (HRS) g-OUTER BARS CACE NO. AZIMUTH El.EVATION (Deg.) (Ft. In.) 55 47 40 28 20 5 8' -0" 4 13 35 R64 58' 33 32 28 22 20 60'-6" 5 17 R55 58' 1 3 2 -3 -4 -8 6 9 R46 58' 62'-0" 3 I w e
. ___,... m . . . _ _ . -m . . - _ . . _ . ~ , . . . - . - ._ . . . ._..m_. ._ . . . . - . . _ . _ . _ ~ - . _ . . . - . - . - _ . -......rm... . _ _ - . .
n k
, i
+
TABLE 8 ,, I STRUCTURAL ACCEPTANCE TEST OBSERVED STRAINS - SHEAR REINFORCING ) i 12.82 0.00 12,91 28.19 42.15 52.26 41.20 28.48 l'RESSURE (PSIG) F 7/4/82 7/4/82 7/4/82 j 4 7/3/82- 7/3/82 7/3/82 7/3/82 7/4/82 DATE 2115 0342 0637 1056 1445 0235 0837 1428 TIME (HRS.) 1 i CACE NO. AZTHUTH ELEVATION (Deg.) (Ft. In.) i 19 14 13 8 6 9 12 R04 -281* 11'-4" 3 18 14 9 4 -0 ; 2 5 7 R22 281* 17 ' - 6" i. 15 20 16 12 6 3* 281* 2 3'-0" 5 8 R32 7 13 9- 25 40 36 28 20 R41 281* 56'-0" 2 f 1 7 15 21 17 12 7 -5 , i 8 R50 281* .58'-0"- 2 7- -20 -13 -10 -6 -3 8
- R59 281* 60'-6" -2 -6 -20 112 177 144 -108 66 35 281* 62-0" 6 42 R68 6 11 8 6 2 0 143'-5" 2- 5 R77 281' -
13 10 6 '3' O RIO 221' 11'-4" , 3 7- 7
.4 8 6 3~ 1 0 R16 58' 11'-4" 2: 3-
)
i 4 1 k 9 4 i e r 9 t t. W e.-w $ _l----__--_-_-._c_a _ < . - , - , - - - , - +- w - -
___. . . _ . ~ --.-- , TABLE 9 STRUCTURAL ACCEPTANCE TEST MEASURED RESPONSE VERSUS PREDICTED RESPONSE STRAIN CAGES ON REINFORCING BARS Under 56.26 PSIG Test Pressure S Elev. Rebar* Measured Response *** Predicted Response Location _jrain Inside** or No. x 10 in./in. (Ft. In.) Direction Outside Stress - ksi Stress ksi R01 7 10'-6" C I 0.203 4.8 R19 66 17'-6" C I 1.914 4.8 R29 144 22'-7" C I 4.176 4.8 R43 261 56'-0" C I 7.569 13.9 R61 228 58'-0" C. I 6.612 13.9 R52 284 60'-6" C I 8.236 13.9 i bl R57 204 62'-0" C I 5.916 13.9 I R79 34 143'-5 C I 0.986 6.9 R88 58 146'-11" C I 1.682 6.9 R07 13 10'-6" C I 0.377 4.8 R81 55 143'-5" C I 1.595 6.9 R90 130 146'-11" C I 3.770 6.9 R13 13 10'-6" C I 0.377 4. 8 R83 -2 143'-5" C I . -0.058 6.9 R92 124 146'-11" C I 3.596 6.9
- C = Circumferential ** I = Inner Rebar *** Exceeded expected response
~ ""# * *#
- M = Meridional 6 Note; Stress Computed using E = 29 x 10 psi t.
' TABLE 9 (Continued) Under 56.26 PSIG Test Pressure S Elev. Rebar* Inside** or Measured Response *** Predicted Response Location _frain Outside Stress ksi i No. x 10 in /in/
. (Ft. In.) Direction Stress - ksi
'. 4.8 R06 12 10'-6" C 0 0.348' 64 17'-6" C 0 1.856 4.8 R24 110 23'-0" C" 0' 3.190 4.8
, R34 280 56'-0" C 0 8.120 13.9 R39 f
298 58'-0" C 0 8.642 13.9 R70 2 60'-6" C 0 0.058 13.9 R48 272 62'-0" C 0 7.888 13.9 R66 R75 42 143'-5" C 0 1.218 6.5 99 146'-11" C 0 2.871 6.5
, R84 R12 12 10'-6" C 0 0.348 4.8 f 4.8 R26 75 . 17'-6" C 0 2.175 R36 155 24'-0" C 0 4.495 4 . 8, 243 56'-0" C 0 7.047 13.9 R74
- 239 58'-0" C 0 6.931 13.9 R54 169 60'-6" C 0 4.901 13.9 R63 175 62'-0" C 0 5.075 13.9 R45
+
R18 17 10'-6" C 0 0.493 4.8 R27 10 17'-6" C 0 0.290 4.8 ,
***R38 180 23'-6" C 0 5.220 4.8 262 56'-0" C 0 7.598 13.9 R47 253 58'-0" C 'O 7.337 13.9 R56
- 212 60'-6" C 0 6.148- 13.9 R65 ,
273 62'-0" ,C 0 7.917 13.9 R72 M
- g g
9
.--.e - L .- .L i . _a,.---_ - , _ . - . - - - 4 _.-,-C iL - --
=
% _ ~ ~ . .__ . _ . . _ , .- _ . _ . - - . - . ___ . .- TABLE 9 (Continued) , Under 56.26 PSIG Test Pressure Location Strain Elev. Rebar* Inside** or Measured Response *** Predicted Response No. x 10 ~ in./in/ (Ft. In.) Direction Outside Stress - ksi Stress ksi , R02 75 11'-0" M I 2.175 5.9 R03 64 11'-0" M I 1.856 5.9 R20 43 17'-6" M I 1.247 5.9 R21 19 17'-6" M I 0.551 5.9 R30 32 23'-0" M I 0.928 5.9 R31 28 23'-0" M* I 0.812 5.9 R69 101 56'-0" M I 2.929 11.9 R60 75 58'-0" M I 2.175 11.9 RS1 102 60'-6" M I 2.958 11.9 y R42 168 62'-0" , M I 4.872 11.9 R78 56 143'-5" M I 1.624 7.1 R86 15 146'-11" M I 0.435 7.1 R87' OUT . R08 95 11'-0" M I 2.755 5.9 R09 84 11'-0" M I 2.436 5.9 R80 37 143'-5" M I 1.073 7.1 R14 107 11'-0" M I 3.103 5.9 R15 61 11'-0" M I 1.769 5.9 R82 40 143'-5" M I 1.160 7.1 R91 OUT --- 7.1
- 1
TABLE 9 (Continued) d, f,' a3 Under 56.26 PSIG Test Pressure Location S i Elev. Rebar* Inside** or Measured Response *** Predicted Response No. x10[ran _ in./in/ (Ft. In.) Direction Outside Stress - ksi Stress ksi R05 -17 11'-0" M 0 -0.493 4.6 R23 gy 9 17'-6" M 0 0.261 4.6 R33 64 23'-0" M 0 1.856 4.6 R67 76 56'-0" M 0 2.204 5.5 R58 55 58'-0" M 0 1.595 5.5 R49 13 60'-0" M 0 0.377 5.5 R40 65 62'-0" M 0 1.885 5.5 R76 -7 143'-5" M 0 -0.203 4.3 g R85 -17 146'-11" M 0 -0.493 . 4.3 7 10'-6" -0.464 4.6 Ril. -16 M 0 R25 18 17'-6" M 0 0.522 4.6 R35 50 24'-6" M 0 1.450 4.6 R71 65 56'-0" M 0 1.885 5.5
'R62 40 58'-0" M 0 1.160 5.5 R53 30 60'-6" M 0 0.870 5.5 R44 50 62'-0" M 0 1.450 5.5 R17 -22 10'-6" M 0 -0.638 , 4.6 R28 99 17'-6" M 0 2.871 4.6-R37 85 24'-0" M 0
- 2.465- 4.6 g -
TABLE 9 (Continued) . Under 56.26 PSIG Test Pressure y S Elev. Rebar* Inside** or Measured Response *** Predicted Response Location _jrain Stress - ksi Stress ksi No. x 10 in./in/ (Ft. In.) Direction Outside M 0 2.436 5.5 R73 84 56'-0" 0 1.595 5.5 R64 55 58'-0" M 0 0.957 5.5 R55 33 60'-6" M 62'-0" M 0 0.087 5.5 R46 3 Shear Bars 19 11'-4" 0.551 0.7 R04 0.522 0.7
, R22 18 17'-6" 0.5 80 0.7 f R32 20 23'-0" 56'-0" 1.160 0.4
***R41 40 0.609 0.4
***R50 21 58'-0".
60'-6V -0.580 0.4 . ene R59 -20 5.133 0.4
***R68 177 62'-0" 11 143'-5" O.319 0 . _2
***R77 13 11'-4" 0.377 0.7 R10 11'-4" 0.232 .0.7 R16 8 Equipment Hatch Reinforcing
't OUT 14.1 R93 224 6.496 12.1 R94 118 3.422 8.1 R95, L_____________._-___ . _ _ _ _ _ _ _ 91
. . - . . . . . - . ~ ~ . . . . ~ . . . - . . ~ . .- . . - . . . . _ _ . . . - . - ..-- - . . . . . - - ~ . . - . . ~ . 2 ,.
l i 2 TABIE 10 STRUCTURAL ACCEPTANCE TEST WALL LINER STRAINS (MICRO'TN/IN.) , PRESSURE (PSIC) 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 - 4 TIME (HRS.) 0235 0837 1428- 2115 0342 0637 1056 1445 CACE NO. AZIHLTTH ELEVATION (Deg.) (Ft. In.) i j LIA V 54' 63'-6" 6, 2 7 46 19 -6 21 -27 L18 D 58' 6 3'-6" 10 30 90 170 123 81 42 14
- f. LIC H 58' 6 3'-6" 17 47 161 335 269 207 135 81 L2A V 221* 6 3' -6" 8 6 19 76 32 2 -16 -26
. L28 D 221* 63'-6" 9 28 102 216 158 111 62 28 1
L2C H 221' 6 3'-6" 7 - 34 129 289 221 162 100 53 4
$1 L3A V 281* 6 3'-6" 7 18 29 62 35 18 1 -10 L38 D 281* 63'-6" 11 26- 97 196 151 111 68 36
'L3C H 281* 6 3 '-6" ,17 52 181 350 288 223 150 88 L4A V 58* 115'-7" 3 -1 9 68 29 1 -11 -24 L48 D 58' ' 115'-7"- 2 8 21 81 43 16 - -14 L4C H 58* 115'-7" I 4 9 21 73 33 5. -11 -22 4
L5A V 2 31* 115'-9" -201 -80 -20 -80 -40 -20 -201 -241 L58 D 231* 115'-9" -3 6 17 73 35 2 -15 -26 L5C H 231* 115'-9" 3 12 22 76 36 4 -12 -24 h e a
- r--, e . - . - g .
-.- .. --._.~_ ... ..-- .-. .. . . . . - - ~ . ~ ........_.-.._-._....-..n. . . . . . - - . . .. . - . . -
Q kw w - 1 ~ i TABLE 10 @ont.) g STRUCTURAL ACCEPTANCE TEST , WALL LINER STRAINS (MICRO IN/IN.) i PRESSURE (PSIC) 12.91 28.19 42.15 56.26 41.20 28.48 12.82 0.00 i
- DATE 7/3/82 7/3/82 7/3/82 7/3/82 7/4/82 7/4/82 7/4/82 7/4/82 i TIME (HRS.) 0235 0837 1428 2115 0342 0637 1056 1445
! CACE NO. AZIMUTH ELEVATION ' t (Deg.) (Ft. In.) . I i L6A V 283,73* 114'-O" 1 5 23 82 50 21 3 -17 L65 D 283.73* 114'-0" 14 21 33 83 49 21 3 -23
-164 I L6C H 283.73* 114'dO' 49 187 705 -- -- - --
t L7A V 52.25* 14 4 '- l &* -9 -19 -25 19 -20 -52 -57 '- 47 i h L78 D 52.25* 14 4'-lG' -9 -19 -25 19 -20 -52 -57 -47 4. I i L7C H 52.25* 144'-80' 4 16 17 22 15 11 4 -6 L8A V 216.45* 144'- 6" 15 31 57 110 94 76 48 27 i' L8B D 216.45* 144'- 6" 2 -6 43 83 66 47 25 5 L8C H 216.45* 144'- 6" -10 -13 26 25 14 7 -4 -12 1
.L9A V 281.00* 144'- 6" 11 25 40 52 38 31 15 6 L95 D 281.00* 144'-6" 10 22 33 47 37 26 13- 2 i L9C H 281.00* 144'-6" '8 23 33 49 38 31 19 9 3
. I i
e 4 4 .
. _ _ _ _ _ . _ _ - - . 9 _ ,-
F e . TABLE 11 STRUCTURAL ACCEPTANCE TEST LINER ROSETTE GAGE REDUCTIONS Pressure Strains Stresses Angle f2 ! (psig) (Micro -In./in.) (psi) (deg) Max. Min. Shear Max. Min. Shear Rosette Li (Elev. = 63.50' Azimuth = 58') 12.9 17 6 11 611 '363 124 9.0 28.2 48 1 46 1529 494 518 -7.5 i 42.2 161 7 154 5204 1766 1719 .2
-2 56.3 336 45 291 11137 4641 3248 4.1 41.2 270 17 253 8776 3122 2827 4.7 28.5 209 -7 216 6592 1763 2414 5.2 12.8 137 -22 159 4138 589 1770 5.6 0.0 83 -29 112 2368 - 120 1244 7.1
.i Rosette L2 (Elev. = 63.50' Azimuth = 221*) s 12.9 9 6 3 335 263 36 36.9 28.2 36 4 33 1185 460 363 -15.9 l
- 42.2 136 12 125 4457 1676 1391. -13.6 56.3 294 71 224 10047 5059 2494 - 8.8 i 41.2 226 27 199 7473 30 30 2222 - 9.2 28.5 167 -3 171 5303 1496 1903 -10.0 I 12.8 103 -19 122 3102 387 1358 - 9.3 0.0 56 -28 84 1503 - 359 931 - 9.8 l
4 Rosette L3 (Elev. = 63.50' Azimuth = 281')
~
12.9 17 7 9 604 394 105 4.3 _ - 28.2 54 15 39 1880 1010 435 13.7 42.2 181 29 153 6045 2641 1702 2.9 56.3 350 62 288 11761 5327 3217 2.1 41.2 289 34 254 9533 3856 2838 2.3 - 28.5 224 18 206 ~7305 2703 2301 2.6 12.8 150 1 149 4780 1451 1664 2.6 0.0 88 -10 98 2721 531 1095 2.1 l
TABLE 11 (Cont.) STRUCTURAL ACCEPTANCE 1TST LINER ROSETTE GAGE REDUCTIONS M Pressure Strains Stresses Angle l (psig) (Micro in./in.) (psi) (deg) s. jj Max. Min. Shear Max. Min. Shear , Rosette L4 (Elev. = 115.58' Azimuth = 58*) 8 12.9 5 2 3 179 106 36 27.4 28.2 10 -2 13 - 301 21 140 -19.2 42.2 24 7 17 816 444 186 -18.9 56.3 81 60 21 3148 2676 236 -38.5
,, 41.2 44 19 25 1572
- 1013 280 -41.0
! 28.5 16 -10 26 421 - 161 291 -41.2 12.8 -2 -21 44.3 1
19 - 250 - 674 212 O.0 -14 -32 18 - 755 -1158 201 -42.3 i Rosette LS (Elev. = 115.75' Azimuth = 231*) . 12.9 41 -240 281 -979 -7242 3132 -21.7 L 28.2 27 - 96 123 - 57 -2792 1367 -20.7 42.2 27 - 26 53 620 - 558 589 22.1 56.3. , 107 -111 217 2336 -2512 2424 -21.9 41.2 51 - 55 106 1088 -1280 1184 -22.2 28.5 8 - 24 32 30 -~685 358 -20.1 12.8 25 -238 264 -1469 -7355 2943 -22.1 0.0 19 -285 304 -2111 -8896 3393 -22.2
- M Rosette L7 (Elev. = 114.83' Azimuth = 52.25*) !
12.9 7 -12 19 97 - 327 212 22.5 28.2 23 -26 49 483 - 604 544 22.5 42.2 25 -34 59 487 - 837 662 22.5 56.3 22 19 3 866 811 38 22.5 [, 41.2 .22 -28 50 439 - 666 553 22.5 4 28.5 24 -65 88 140 -1831 986 22.5 I 12.8 16 -69 86 -136 -2044 954 22.5
.ti
'I -55 0.0 3 58 -447 -1740 647 22.5 i h [Ij, .a
/ ,./,e
,- - - ~ ~
7 s
/ N s
/
/ N. 4
/ ;
126 / i 112-27 j 110-17 / 109-17 F09 i i N7 F08 I F06 .
- ; 270 M1
{ i' Fil 12
- , 13
\9 1
i
' '\ F10 289-17 ,
{ 298-18
.\ ,,-
. r
-s .
.--/ -
t
...Q ,. -
t MARK _ (Deg. Min.) Radius Dist. I, 0* F01 .90 3' 3' ' F02 270 . F06 109-17 20' 4" f M7 112-27 25' 11" F08 110-17 33' 0" F09 126-22 33' 0"
. F10 298-18 33' 6" Fil 289-17 20' 7" 27' 6" F12 289-17 F13 289 17 ! 33' 0" Fig.10 - Vertical deflection locations drywell floor test J.
l Tables 17 and 18 list the strains measured and reduced data for i each of the rosette strain gages at the various test pressure levels. The location and reduction of these gages were previously outlined in 8 i this report. W
. i
[ Crack Inspection
.I 3 Two locations were monitored prior to and af ter the drywell floor n
", , test. The inspection sheets along with photographs of the areas can be f- found in Appendix D. The inspection indicated that if cracking l i t
occurred during this test, the cracks completely closed after depres-
, n I [ surization was completed.
n SUtt!!ARY d A s
- Interpretation of the data in light of design concepts is not n
V i within the scope of this report. However, we feel that a comparison of [S, the response of this structure with the performance of numerous rein-y forced and prestressed concrete structures, which we have observed n r- under many types of test loading, justifies the following general com-mentary regarding the behavior of this st,ructure under the application of the test loadings.
\
i A. 11easured displacements were, for the most part, uniform 4 ne ".we e n identien t ; ototr on vartou.: . z tnu rim. th 1.i.e observed displacements and recovery were typical for J structures of this type.
~
B. The strains recorded 'in the liner' plate were within the
- elastic range for steel. This indicates that the liner f
could undergo larger deformations without any significant sign of distress. C. Crack patterns were typical for this type of structure. Crack widths and frequency cracking were slightly less T than in similar structures. I 5 S. j The tests demonstrated that the containment structure and the dry-a R well floor more than satisfy the requirements for acceptance criteria e Y- of Regulatory Guide 1.18. E I 5 Respectfully submitted, n e WISS, JANNEY, ELSTNER AND ASSOCIATES, INC. r n ~k.'f . f . a? t- " Robert J. i'rause , A Project Manager 5 t S 0 ' C
$ Reviewed by:
I e F
$ Richard G. LindstroW Quality Assurance Manager G
g -- , , r,- n , ,-
-. . ..- -. ~ - . . - - -. - - - . . - . . . . . . -. . = ._ ;__. . - ---. _ ~ - n.-~. . _ - - ~ _ + . ... . ~ _ . --= --.
l Q % ,, L,re - - - - ~ ' ~ t 1 I i TABLE 12 i DRYWELL FLOOR TEST VERTICA1. DISPLACEMENTS
- PRESSURE (PSIC) 9.32 18.24 27.32 35.16 28.04 18.28 9.68 0.00 tate 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7/10/82 7/10/82 TIME (HRS.) 1659 1832 2008 2219 2326 0101 0235 0425 CACE NO. A"IMUTil -El.EVATION CONTAINMENT DISP 1.ACEMENT 4
(De g. Min . ) (it. )
. W19 ,
44-28 64.92 0.0396 0.0816 0.1266 0.1674 O.1396 0.0969 0.0568 0.0083 W20 95-00 64.92 0.0424 0.0867 0.1323 0.1597 0.1467 0.1045 0.0619 0.0098
- W21 171 40 64.92 0.0367 0.0750 0.1161 0.1537 0.1279 0.0888 0.0524 0.0079 W22 224-13 64.9,2 0.0362 0.0746 0.1163 0.1548 0.1287 0.0894 0.0528 0.0083 i W23 287-14 64.92 0.0398 0.0800 0.1233 0.1631 0.1358 0.0944- 0.0562 0.0084 W24 330 26 64.92 0.0391 0.0804 0.1247 0.1646 0.1369 0.0944 0.0552 0.0082 4
h AZINUTH RADIUS' DRYWELL E00R DISPLACEMENT f *F01 ' 90-00 3.00 0.0031 0.0070 0.0110 0.0149 0.0129 0.0093 0.0057 0.0012
*F02 270-00 3.00 0.0035 0.0076 0.0115 0.0148 -0.0126 0.0090 0.0055 0.0009 F06 109-17 ,
20.33 -0.0346 -0.0562 -0.0809 -0.1043 -0.0916 -0.0694 -0.0459 -0.0228 r F07 112-27 25.92 -0.0272 -0.0574 -0.0906 -0.1240 -0.1077- -0.0780 -0.0493- -0.0128 F08 110-17 33.00 -0.0282 -0.0599 -0.0929 -0.1265 -0.1101 -0.0795 -0.0505 -0.0100 ' F09. 126-22 33.00 -0.0161 -0.0447' -0.0759 -0.1084 -0.1010 -0.0713 -0.0447 -0.0109 FIO 298-18 33.50 -0.0273 -0.0576 -0.0375 -0.1153 -0.0993 -0.0720 -0.0447 -0.0116 t Fil 289-18 20.58' -0.0233 -0.0472 -0.0724 -0.0964 -0.0818 -0.0577 -0.0363 -0.0077 F12 J89-17 27.50 -0.0263 -0.0571 -0.0906 -0.1199 -0.1035 -0.0734 -0.0446 -0.0104 F13 289-17 33.00 -0.0281 -0.0578 -0.0894 -0.1201 -0.1026 -0.0732- -0.0458 -0.0086 j t
- IV1 and F02 use a different reference location. All Drywell floor Displacement are down.
i 5 s
..,-,e- - - - - _ _ . - . - . _ . _ . < - ~ . . ..,e~ ~ c , , , , . . ---t n , , - . - - , ,n. . _ ~ , . _ _ . , . . , , ,n . . v.,. , w.n
8 e I es e e @ 4 e e O % en O oe 4 - as -
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. Ns O. O. O.
O % o O. O.
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- s. - N O. O. O. O. O. O.
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.n h" O O. C. O. O. O. O.
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t
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% m O. e m O. O. O. O. O. O.
ep % N O O Q O O O es n e H r.. s g N e N + an n C e en @ C 4 p*Ce@
. w33 ' -e N .= C* ,4 ce N
< .
c 4 O M C m w a ~ e e x => m o e 4 ~
- a. H m c c a ;m *% a og =* en en a m E, . & O .I O.
< a N % N - C. C. O. O. O. u 3 ? d N h M b O Q O O O O a. > kA M Q ' M N m # .# .M W @ 4 co N O N en 4 e m "O % m O O O @ N. & G3 O" .J ao % n . . O. O. O. O. $ a N O O O O O O O h N N N , . - . . .=* N m. G3 e P en e N O N O O b M o N O e . O- O. O. C. O. O. e O O O C C O a O Z .-a C v3 . ^ N G3 O ao A F M* .N.e me m.e v A. < b o. an. en. M ** 4. 4. 4 - 4 m W ec ,wV @ 4 @ @ @ 4 D(. 2l: .* D %. En3 in M In3 g taJ H 2 E <
- e b Q 4-. A l M C A
** O C C C 0 0 E E. O6 O 4 O 9 O t 3 I O e.* eD en 4 e A m =.L e N N $ N $ N $ 4 %Q v H M et et M O. z m N 4 en @ G3 w - .e me .e ': 3 3 3 3 3 3 C . + w w m-- . ~, m en - . - - . - __. -. . +. . . _ - TABLE 14 DRYWELI, FIJK)R TEST , OBSERVED STRAIN - CIRCUMFERENTIAL REINFORCING PRESSURE (PSIC) 9.32 18.24 27.32 35.16 28.04 18.28 9.68 0.00 DATE 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7/10/82 7/10/82 TIME (liRS.) 1659 1832 2008 2219 2326 0101 0235 0425 CACE NO. AZrHttrit ELEVATION INNER BARS (De g. Hi ri . ) (Ft. In.) , ROI 281* 10'-6" -1 -4 -6 33 85 82 59 -1 281* 17'-6" -2 -4 60 60 87 45 48 0 R19 R29 281* 22'-7" -1 -3 4 18 79 -3 54 -1 R43 281' 56'-0" - 0 18 5 88 7 4 75 0 281' 58'-0" 2 9 16 115 18 10 100 0 R61 R52 281* 60'-6" 1 110 10 93 156 7 86 -1 i 281* 62'-0" 2 8 14 98 18 11 81 0 R57
- 9 Y R79 281* 143'-5" 5 11 17 22 17 10 5 -2 R88 281* 146'-11" 8 103 27 35 28 18 9 0 R07 2?i* 10'-6" -2 -4 -7 24 74 31 28 -1 R81' 221* 143'-5" 6 14 21 27 22 13 5 -1 R90 221' 146'-11" 12 82 46 62 51 34 17 0 R13 5h* 10 '- 6" 12 12 68 44 84 40 44 -3 R83 Sa' 143'-5" -0 0 0- 0 0 0 0 0 53' 146'-11" 14 78 48 8 63 52 34 19 0 R92 s
5 0 e . . -. . - - - - . . . . . . - . . _ . ~ . . . . . . - - - . . . ~ . --_n- - . - - - . . . . . _ . . ~_,__.a . . , - , . . . . . - . - . . . . . ~ . , -. . +--~...~-n . e i h 4 t- TABLE IS DRYWELL FLOOR TEST S OBSERVED STRAINS - MERIDONAL REINFORCING PRESSURE (PSIC) 9.32 18.24 27.32 35.16 28.04 18.28 9.68 0.00 [ DATE 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7s10/82 7/10/82 TIME (llRS.) 1659 1832 2008 2219 2326 0101 0235 0425 [ { i
- CACE NO. AZIHt.111 El.EVATION INNER BARS
,f (Deg.Hin.) (Ft. In.) . ! R02 281* 11'-0" 25 26 28 55 94 19 12 - 32 f R03 281' 11'-0" 7 10 15 58, 92 33 34 -1 i R20 281' 17'-6" 4 8 76 . 107 123 78 51 0 R21 281* 17'-6" 5 9 80 100 128 75 '54 0 R 30 2di* 2 3 ' -0" 4 10 15 42 95 11 52 1 3 ; R31 221' 2 3'-0" 4 9 14 40 88 10 61 1 q R69 281* 56'-0" 10 32 56 162 63 40 17 0 i R60 281' 58'-0" 8 18 29 152 31 20 112 1 ) R51 281* 60*+6" 7 129 30 132 31 21 98 1 i b R42 281* 62'-0" 11 .,4 7 56 162 61 35 87 0 I, i R78 281* 143'-5" '6 12 20 27 22 14 6 O K86 281' 146'-11" 1 91 5 6- 5 3 1 0' j R87 2SI' 148'-0" 0UT . + ROS 221' 11'-0" 5 11 210 62 103- 45 43 l R09 221* 11'-0" 5 11 146 43 107 44 50 _ -1 3 -- } R$0 221 14 3'-f' ,5 10 15 20 16 10 5 0-al4 58*- $1'-0" 5- 10 76 74 100, 55 ' 49 -1 $ kl5 58' 11*-O" 5 8 76 88 103 56 52 C i 3 - - R82 58* l'43' - 4 to 16 22 17 10 5 -1 ) %y R91 5 .*
- 148*-O" oUT
~. s 6
- 4. .
4 L . ~ . - . - .. . - - , ..m. .. . . . . , .,...-m . , a. _ ,-..... , - . . . ._ , , . , ,. . . .- - . -
- _ ., '. . . . . . _ .. ~ . .. _ ,--...., . . . - . _ . -. ~ . - -
+ M 6 . ~ e TABLF 15 (Cont.) DRYWELL FLOOR TEST Ot1SEHVED STRAINS - MEklDONAL REINFOkCING 18.24 2 7. 32 35.16 28.04 18,28 9.68 0.00 PRESSURE (PSIC) 9.32 DATE 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7/10/82 1/10/82 1832 2008 2219 232 f, 0101 0235 0425 TIME (llRS.) 1659 CACE NO. AZIMUll! ELEVATION OUTER BABS (Deg. Min.) (Ft. In.) 4 45 90 45 26 1 R05 281* 11'-0" 6 7 8 71 123 78 SC 1 R23 281' 17 ' - 6" 4 {80 21 32 67 119 23 63 2 R33 281* 2 3'-0" 10 87 13 8 2 1 R67 281* 56'-0" 2 6 12 2 4 89 4 2 79 0 R58 281* 58'-0". I 93 3 2 90 0 R49 281* 60'-6" 1 37 3 28 100 32 19 81 1 R40 281* 62*-0" 5 15 w -1 -2 -2 -2 -2 -2 -2 0 N R76 261' 143'-5" i 146'-11" -2 142 -7 -9 -7 -4 -3 0 R85 281* 86 55 94 40 52 0 R11 221* 11'-0" 2 p 60 131 87 51 1 R25 221* 17'-6" 3 8 14 23 59 106 14 59 -1 R35 221* 24'-6" 6 13 . 8 13 9 5 1 0 R71 221* 56'-0" 2 5 83 3 2 1 0 R62 221* 58'-0" 1 2 3 92 137 4 82 0 RS3 221' 60'-6" 1 150 5 112 14 8 88 0 R44 221* 62'-O" ' 3 25 12 87 73 95 50 48 0 R17 58* 11'-0" 2 4 19 98 -5 55 -1 R2H 58* 17'-6" -2 -4 -6 71 34 21 62 0 R37 58' 24'-0" 7 18 31 13 9 5 2 0 R73 58* 56'-0" 1 3 8 TABI.E 15 (Cont] DRYWELL FLOOR TEST OliSERVED STRAINS - MERIDUNAL REINFORCING PRES 5URE (PSic) 9.32 18.24 2 7. 32 35.16 28.04 18.28 9.68 0.00 DATC 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7/10/82 7/10/82 , TIPI (HRS.) 1659 1832 2008 h219 2326 0101 0235 0425 CACE NO. A21H'rrit .Et.FVATION OtJTEF BkRS (Deg. Min.) (ft. In.) - R64 58' 5 8'-0" 1 2 2 83 . I 1 o R55 5 6 60'-6" 1 1 2- 69 -125 1 79 0 R46 58* , 62'-O' 2 3 A 132 5 3 80 0 O . g* Ln CD 1 / \ a 9 9 k * / ~ A 9 er ',~ - % ~. c, %. h [ ^ i > . b a s e M " m - - - . . - -~. .. - s _ . , TABLE 16 DRYWEl.L F1.00R TEST OllSI:RVLis STRAINS - trilEAR REINID::CING 9.32 18.24 2 7. 32 35.16 28.04 18.28 9.68 0.00 PRESSURE (PSIC) DATE 7/9/82 7/9/82 7/9/82 7/9/82 7/9/82 7/10/82 7/10/82 7/10/82 1659 1832 2008 2219 2326 0101 0235 0425 TIME (HRS.) CACE NO. AZ1!!P]3 ELEVATION (De g . tfin . ) (Ft. In.) 11' 4" 4 6 25 81 38 37 0 R04 241* 5 , 72 118 76 50 0 R22 2At* 17'-6" 2 5 81 32 75 5 54 0 1 R32 PI' 23'-0" 2 4 7 u @ 4 96 5 73 0 l R41 281* 56'-0" 0 16 3 92 3 83 0 R50 281* 58'-0" 1 74 5 5 3 ' 5 9 101 9 6 93 0 R59 Al' 60'-6" 62'-0" 6 23 48 144 58 32 12 1 R68 'S!* 4 2 0 R77 1R1' 143'-5" 1 3 5 7 5 221' 11'-4" 3 96 43 91 36 52 0 RIO "8* 11'-4" 3 82 79 89 50 53 0 R16 , t . Tant.E 17 DRYWELL FI,00k F*T WALL LINER STRAINS (MICRO IN/IN) PRESStIRE (PSIC) 9.32 18.24 27.32 35.16 28.04 18.28 9.68 0.00 DAtE 7/9/82 7/9/82 7/9/82 {/9/82 7/9/82 7/10/82 7/10/87 7/10/82 T!!!E (HRS.) 1659 1832 2008 2219 2326 0101 e235 642} CACE NO. AZIHU111 ELEVATION (Deg.H!".) ( Ft . ) LIA V 58' 6 3. 50 14 39 59 63 49 27 11 -8 LIB D 58' 63.50 13 35 49 48 34 18 5 -9 L}B H SS* 63.50 13 32 43 38 26 13 3 -11 L2A V 221* 63.50 13 42 57 49 35 12 -5 -23 L2B D 221' 63.50 14 44 57 48 33 11 -5 -23 L2C H 221* 63.50 15 40 50 37 23 5 -7 -23 I o
- L3A* V 26)* 67.50 9 37 55 54 41 18 -0 -20 s
L35 D 281* 63.50 9 31 44 39 27 9 -4 -20 L3C H 281* 63.50 10 30 39 30 19 4 -6 -21 L4A V 58' 115.58 16 35 48 44 27 11 c -15 L48 D 58* 115.58 17 37 52 48 31 15 3 -15 L4C H 58' 115.58 14 34 46 42 29 15 4 - I t, L5A V 231* 115.75 17 44 56 44 26 5 -8 -23 L5B D 231* 115.75 16 44 57 44 26 4 -9 -19 , 1.5C H 2 31* 115.75 20 0 ?j 20 0 -20 20 ~20 m . - r - @ w a ~ .~ l M - wc - . -- ... -_ . .- , l l l TA!!! E 17 (Cont . ) 7)FYWEl.I. fLOO2 TEST WALL 11NER STRAINS (MICR0 IN/IN) PRESSURE (PSIC) 9.32 18.24 27.32 T35.16 28.04 18.28 9.63 0,00 DATE 7/9/82 7/9/82 7/9/62 7/9/82 7/9/82 7/10/82 7/10/82 7/10/d2 i TIME (tl*S.) 1659 1832 2008 2219 2326 0;01 0235 0425 PACE'NO. AZlHlfill fl.EV ATION-( De g. tt i n . ) (Ft.) L6A V 283.,3* -114.00 -- -- -- 2 8 3. y ,* 114.00 27 50 61 50 34 16 3 -27 L6B D 114.00 .15 37 50 41 25 6 -7 - 30 L6C H 283.73* 104.00 6 117 16 20 17 12 9 3 L7A V 52.23' e L75 D 52. n' 144.00 16 32 40 27 10 -4 -30 -19 e e ' 144.00 26 32 14 -1 -12 -17 -23 l.7C H 52.b* 12 L8A V 216.u,* 144.50 5 '109 16 24 20 -246 -254 -261 144.50 10 118 35 50 41 28 18 3 L8B D 216.43* 127 43 59 50 15 22 2 LBC H 216.l5* 144. 50 12 L9A V 281.00* 144.*,0 6 15 22 M ,27 20 292 3 1.9 B D 2 8 ;. . .u)
- I44. 50 9 15 23 N 27 19 2?1 3 19C H 2 tti . w' 144.50 7 !38 19 25 19 e2 261 1 3
. TABLE 18 DRYWELL FLOOR. TEST LINER ROSETTE CAGE REDUCTIONS Pressure Stfains Stresses Angle (psig) (Micro in./in.) (psi) (de g) Max. Min. Shear Max. Min. Shear Rosette L1 (Elev. = 6 3.50' Azimuth = 58*) 567 540 14 -19.9 9.3 14 13 1 0 1552 1380 86 -4.8 18.2 39 32 27.'3 59 42 17 2283 1911 186 -7.0 26 2393 1819 287 -6.5 35.2 64 38 28.0 50 26 24 1826 1296 265 -8.1 18.3 27 12 15 984 654 165 -- 375 185 95 -- 9.7 11 3 8 0.0 -B -11 3 - 357 - 417 30 -- Rosetta L2 (Elev = 63.50' Azimuth = 221*) 9.3 15 13 2 593 545 24 , 3.1 18.2 44 38 7 1765 1619 73 37.7 27.3 59 49 10 2334 2115 110 23.6 35.2 50 35 15 1943 1601 171 19.1 28.0 36 21 14 1344 1024 160 16.7 i 257 94 l 18.3 - 13 4 8 445 -- 9.7 -4 -7 3 - 209 - 278 35 -- l 1 0.0 -23 -23 0 - 961 - 968 4 -- Rosette L3 (Elev. - 63,50' Azimuth
- 281*)
9.3 10 9 1 412 380 16 13.2 18.2 38 29 9 1495 1297 99 -18.5 17 2116 1727 ') . 27.3 55 3F l' - l 35.2 54 29 25 2004 1450 277 - 7.3 28.0 42 19 23 1512 996 258 - 8.0 14 604 282 161 -- l 18.$ 18 3 9.7 0 -6 6 - 58 - 195 69 -- 0.0 -20 -21 1 - 620 - 846 13 -- l 1 1' . . I , 4 l TABLE 18 (Cont.) i ~ DRYWELL FLOOR TEST LINER ROSETTE CACE REDUCTIONS . t Pressure Strains Stresses Angle (psig) (Micro in./in.) (psi) (deg) I Max. Min. Shear Max. Min. Shear j Rosette L4 (Elev. = 115.58' Azimuth = 58*) 13 4' 677 582 48 30.5 I 9.3 17 6 1500 1369- 66 36.9 18.2 38 32 42 10 2062 1841 110 38.1 27.3 52 38 10 1900 1685 108 . 38.0 35.2 48 6 1234 1099 68 -36.0 l \ 28.0 31 25 10 587 469 - 59 -- 18.3 15 5 0 4 136 49 43 -- 9.7 4 0.0 --9 -16 7 - 435 - 594 80 -- Rosette LS (Elev. = 115.75' Azimuth = 231*) - 854 700 77 30.4 9.3 22 15 7 -9 62 1601 219 691. 22.1 18.2 53 12 53 2195 1020 588 21.9 1 27.3 65 1 34 1712 953 380 21.9 35.2 49 15 L 22.2 28.0 31 36' 942- , ,130 406. -25 34 55 - 703 379 -- ! 18.3 9 -15 41 696 - 218 - 457 -- 9.7 26 30 -39 69 592 - 940 766 -- l; 0.0 i Rosette L7 (Elev. = 114.83' Azimuth = 52.25*) 16 2 14 583' 219 160 - 32.0 9.3 11 121 4329 1621 1354 - 20.8 - 18.2 133 27.3 42 6 37 1398 581 409 - 31.9 35.2 28 6 32 944 463 240 37.0 I 17 -1 18 540 143 199 4.6 .) 28.0 - 18.3 13 -13 26 278 -292 285 -- 9.7 10 -18 28 145 -479 312 -- 0.0 .6 -26 32 - 67 -780 356 , j J -6 3- TABLE 18 (Cont.) DRWELL FLOOR TEST - LINER-ROSETTE GAGE REDUCTION Pressure Strains Stresses. Angle ! (psig) (Micro in./in.) (psi) (deg) Max. Min. Shear Max. Min. Shear i Rosette L8 (Elev. = 144' Azimuth = 216.45*) 9.3 12 5 8 443 272 85 -10.7 ! 18.2 127 109 18 5096 4700 19 8 0.0 i 27.3 44 17 27 1571 959 306 -10.5 j l 35.2 61 22 39 2157 1292 432 -12.5 28.0 51 19 32 1802 1091 356 -11.3 18.3 89 - 300 388 - 41 -8701 4330 -- 9.7 76- - 30 8 384 - 523 -9088 4282 -- i i 0.0 57 -316 373 -1202 -9529 4163 -- l j Rosette L9 (Elev. = 144.5' Azimuth = 281') - ! 9.3 9 4 5 334 219 57 ~-40.1 18.2 163 -11 174 5106 1221 1943 22.5,. . 27.3 23 17 6 901 '773 64 29.5 . 35.2 32 24 7 1237 1070 84 22.7 j 28.0 28 18 10 1074 842 116 22.7 I 18.3 21 11 11 777 540. 119 -- 9.7 293 260 34 11833 11077 378 -- ) 0.0 3 1 3 113 51 31 -- t i i i i i ? l ! }
- 9 4
i e APPENDIX A DISPLACEMENT PLOTS FOR STRUCTURAL ACCEPTANCE TEST I i i e ~ h A l J _m. 80 , ; . i I l C ; i l t n; -:^- i s 55 4- '- : ,t. - . ~i. a f 50 --+- & --- - - ,f t'- ' -- +-- - '! ! i . , --t . - 4, ' ' - 45 m X . ..,...i.$.. *- -- -a- - - i : r-1 ' (n -r c-li - n - - V
- o. 35 - ---
. / / 4 i / : . . . 9 30 _. . u. .a.7 .$. - x e L , a y- :/ - - m 25 c ,f----------- in ; i: a ' t l ( g . go I , CL . / , ,i r - 15 - - - - - - :-}:
- f
/ , Il {Q ,_../.'._ ...-......- y . . . i. .. i ; - i , t I / - 5 -- [- + - t y 1 i 'r- - + - - < . s I ' I / O :- O.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.160 0.180 0.200 Deflection (inches) W01: Secondary Radial Azimuth: 39 deg. 00 min. Eley./ Rad. 22.17 ft. I l e , - - < . - ..- , . , ~ . , - . , - , . , , - . - - - - . . C 60 , e ! + i - i : 55 l- - -- .. - , - -- - l -- i r ? ,i - 50 -l ;-- -t- - -l - - . / j , i i l I / l ! K r 45 -; - I -! i / ; .. i - j . ! i p 40 -4 i - - 01 -- 'M , i i l i i i ! , e (f) O. 35 ----i t : j -! -i f v : , i ie . i j i , J' I ! !- /' - - 30 - - G) L : i / . ] ' -t ! i i/ l 2 l i i i - 25 (n i te ! W ' - -- l -l 'f : i G) . i /! ' l L 20 -j - -} / j. ; < i , Q. - ; j .i 'l h ; 15 -! ,4- - -! . - / IL l : l
- - : t 10 - -i l-
/
- //
I j g i I I 1a /: i t - 5 - - - i/ ii I e i c i ; l 0 : O 000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 Deflection (inches) WO2: Secondary Radial l Azimuth: 101 deg. 00 min. Eley./ Rad. 21.50 ft. I' I 60 ,I I l 1 t l ? ! i i ! i ; l 55 f- - i -F - +- . r- , 4 e i- - - - i s f I l , ) i . , 's --~ 50 - -r-i - - - - , t -i ~ i ! r. n / - ~ -'- '
- A5 -
+ / i / m i i , x Q 40 + i- - -! -I r-r-t l @ , l , / e' --' ' v a 35 ---,- , --l - --- l t ./ / 3 I I l :/ g -4 ; p- . - r ,/ , 30 - g . 3 .j.. i . / i 6 g pg , . ., j,/ , l m ' i a) , . ! ' 1 I 20 ---!-- -i-i j L t. e , ,i { 15 - I- . + - -- /,N
- g
, x , i. l, 10 - -e- ' t 7,e - -i ; , /- r - ' I /l , 2 -,i ) ' 5 -- / t s / / 0 : O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 Deflection (inches) i WO3: Secondary Radial Azimuth: 61 deg. 00 min. Elev./ Rad. 21.50 ft. 4 I _ad l i 80 i ' ; I f . l ' l ! i , x , - ; -- L ~ -- . 55 4-- + - - '. r -/~'-'.--- a l ' /; 50 ' ~ - i- ' - I l' . ~~ '. ! , / 45 --- - - *- ! -- - i 5-i - 1 a ao -.... . ... . . . ,t . m , . ; ,i - ' / . h l ;- 4 -i -
- a. 35 - - - -
e - r * -/ ; e / - / / 1,_ . ,, f, ,, , , g gQ .. . L . ,
- , ,M . .' .
* / -i ' - - - - - 9 (n 25 - i . e . 6 (n , e i / . , @ r e .. .p y - QQ .. . . . . y .. G. . . / ' t i / +/ ' - -- - -i - ' -- --b 15 -- i . x . / /- - -- - - - - - - to . / /- e i / r - 1 .- t - - - 5 -- .i / r I l / f .l o 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.000 0.090 0.100 Deflection (inches) WO4: Secondary Radial ~ l Azimuth: 221deg.00 min. Eley./ Rad. 22.17 ft. I ..,. ..... ._,, ,,, . .,. - - -- - - . . ~ - . ... . __ 1 J 1 I ! l , l - 1- --- -----------F - a- -- ---- --------r-- ---i-' 55 : . I i r n 1 50 - - - l , i I X --- - 45 - - - - / / - ; . . A - - - - - - - - - - ---------/---- Cn 40 -- - - - - - - / / f"1 i ! u) / O. 35 --- --=-----:- , - - - - - \ / / e / . / _ g $Q ~_._._._.4 .._..y_. ..-... -. . . L , ,x ' / ) .. .. ,'. . . . . . . --- . . - . yy a5 ' / ; U) ' i G.) j L 20 - - - - - - - - - - - - i O. , / . / - - - - - - - ~ ~ ~ - L'- i 15 -- 1 / i X * / / _._--..1._.... > ..d.. . L - . . . . .. -. ! {Q / , s 't / ...,.....4 . , . . . . . . ._,_.._..j /.'__ k 5 .L... ...._7
- t
/ / / 0 ;- O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 Deflection (inches) WO5: Secondary Radial ; ~ Azimuth: 283 deg. 45 min. Elev./ Rad. 21.50 ft. l . e a 80 I i .+. 55 -"-- 4- --l- -' --L4-=' + / , . ; I ! . i 8 / ) l * /
- e e
= - - - - - - - -+---- --t r-50 t l , / ' I j- / 45
- - - - L - -- - ,- - A -- -- -
/ f p ; / / m , . /, .-x . . .._.L. . . ... Q fg . . , . i. .e I / / h) , g . r - - -----/- i - - - - - - - - - w a 35 - - - - - - - - - o . / r
- ' /s a
g ' * / g . . . .-..- 9 30 ---. - .
- l. . - . -. - . . -}-: . .. . 4 . . - .t. . j .-.
t - - ,x , J ! ; ,:' , U) 25 r--- r-- - - - - --- - -+ - - y + - - :- - - ' U) t ! l . / e ,/ : ! : L 20 L -- r - - - , '/ - - i - - r - - i -- L - Q t I / / / i i +i/ t- ~ - ' --- - - L -- - - - - - L --- 15 e - - - - -- -- t , i x _
- /.
3 i . .-. s....y-..-..... /: . -..3..-. ..- . . $Q . /
- i e
,/ 1, i i i , 4 u -- 5 -4,------.---r'4---=------------+--- t i - - /- / / / 0 : 0.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 l Deflection (inches) WO6: Secondary Radial Azimuth: 338 deg. 00 min. Eley./ Rad. 21.50 ft. l t e. I - - - -- - - . . _ , _ . - _ _ _ . #~ " ~ * * ' ' - -' - . __. I I 80 . . . - . . . . - . - .i. -- 5g w....- . .. y --- . - , -. ..- I e 1 / ! l !' ! , I i. , i ,i i -- -i 1 - . 50 -t- - -i - -- -i r- -?- 3- - r7 / f ; i - ! - l. ' ! / l l / i - - - L - - - - ,' - L -- - - - -- L - - - J 45 / i * / g m . i i . f 40 ---- --- - - - - i --' - r- -- / i 01 i' ' i r-t j ; l l U) i e -l . ,' L - k- - - - ' -- - - - - -- +- -- ' - - - r - - - - ' - O. 35 : . . I e v ' . , I * ., / l / i g3 30 y. . . . - . + . -- 7 . . . _ ., - -7...,sL-' i L j l : l ' ,X i' / J r ! . . _ J,!. - . . . . U) 25 -- - --- s --....L l; . . . . . . 3 _. . - '.l I ! , U) ; i . e ' ! g) , : I i e - l J i - - - L 20 w --- - - -- y - -::- - - --- r '--- - r - # '-- - - - - . . , 1 a_ . , ti I / e l i l f l 15 4- - -b--- -]-- - - L - --f l- -- j - - - -- i- - - -} - i ! ! ; pl i. I . i , e l . . . .- . i i 10 ----k-- <----'---1------ -'---- -e ' I -- - - ii l /; /. e , e s - - 1 e / 1 l 5 - i +- -- L - - --- eal r' - -- - - i- -- I - -- L 1 -t - L- - / / / 0 . O.000 0.020 0.040 0.000 0.080 0.100 0.120 0.140 0.180 0.180 0.200 ' Deflection (inches) ,i WO7: Secondary Radial Azimuth: 43 deg. 00 min. Eley./ Rad. 34.00 ft. , i l l J i 60 . ~ L ' -- - - - -'-N-- ' - -- -- - I "---' t--l- -- 55 - - ; . 6 l # 4 i i . ; / i > . . I ; : I I ' !/ 50 ---.-- -: -- -:--~------ i . ; ,r - , ; i: s / t- -'"' -- - 45 - -- - I I = 1 / ^ l y - - - - , - - s -r i ' - - - - CD 40 - --- - -- t - r. / / r1 ; . : j ' i i f : I U) , 35 --+- -- --- - t- -- - -{ , v Q. : e . / e ; / l / f ,. - _ g gQ 4 . . . , /, /. L D , / - - -- - - - -- /: i - - - - - - T D 25 ~- - - - / I r g) ' !/ q) ! l - - - - - < -~ e -r- -------------l- + L 20 ' Q- : i /:
- / .
t-- - - -t r f - - i -- ! 1 - -- -- 15 e i ;/ : i. 4 ?. . .. ;. : gQ _ . . . . . _ ~ ....f.. ...f . . / - e / . l * / l i ;s - -- --+ 4 --> - ' t 5 - -e- ' / l 8 l l i /- l ', / / \ 0 - O.000 0.020 0.040 0.080 'O.000 0.100 0.120 0.140 0.100 0.100 0.200 (inches) l Deflection WO8: Secondary Radial Azimuth: 101 deg. 53 min. Elev./ Rad. 33.58 ft. l l 1 1 i ! I i 1 -- -~ - _ . _. _ _ _ _ . . _ _ _ _ _ _ _ , _ _ _ _ 6 } 60 l ! I, o i 1 i -- - - q - l- ,13-55 - -l- --- i - -- - l- ; i e i i : i l / , . 8 50 l -- -- - -
- - - - r --- -- r-- - - -- !
- - - lt * - l- - ( - l t ! [ I i/ i ! i l - -- r - - 45 r - - - / 3 -- - -- - - < - . / l ' / m . ; , x . ' ~ s-I Cn m 40 - - + - - - - ' -- -- f - - +' - - */-l- ~ ; . , I
- i. !. ' ,/
e l u) i i i . : . i-i -- 1 - - , - - h -
- a. 35
- - + - - - \- l / t.
- l. *
, / i i / l - L --- ----- :7 ' -- L - -- c) 30 ' - - - - - L / ' J l l . / . U) 25 -i------+.----v--- -a-/-+--' ' ; I i l l U) ' r ; I Q) . ..; . ..
- 4. . . . - . . . . -' 9..
I g go .- --. . . ,r
- a. ,
, ,/ . i ,. l . . . . _ , _ . _ q _. , , {$ 7. . ~ . . .....,.l. , . 9...
- * * /,
F . :. .i 10 + -- - :-. - !, , ,' -- ; / . e i i/ , , \, - l-1- --- { I 5 --/-V -- -- - j - -- - - l - ; l-- / / / 0 0.000 0.020 0.040 0 .080 0.000 0.100 0.120 0.140 0.100 0.180 0.200 Deflection (inches) WO9: Secondary Radial Azimuth: 161 deg 00 min. Eley./ Rad. 34.00 ft. e i I
- l 1
1 60 , I ; ; l. I I i r---'------------- 3 . f ' ' v--- 55 - - ,/ - I '/ 50 -- - I- - - b- -- -- ' -- 1-- -- -- - ' l - - t ,t . ' ! /: l .' --;----*----------+----- --)<'-------- 45 / / /_ . ' - - - . . - - - . . . . . . . . - . . . . - - . - +i. ..~==p - - I ; i i ,,/ I '
- r"1
/ ------r--+--------+---- - - - - m
- a. 35 4 -- -- -+!--- .
/ / : , i - i i : / g $Q _... ._.....4_..--_- _ _ _ .
- 6. f . - - - ... ._.- . _ .--
L ! ! / , 3 (n 25 - - - -- L -- - - +' ;' - -"- * ~ l (U , . ;f , / m . ..,n. 4 .. . . . ;.. . . . . e ao -_.- . . . . . . / Q. f ./ ! ! ! / f
- i l 7 is .....__.....__u...1......w__...._.__._.......___
t , ,#- - . ) 10 -- - --- ! I ,-/ - - - - - - r; - ---- -* ----- - - - -- ~ 'i- - - )' ,/ l/ I . - : i . _._.r.. . . . . ... _ . . . .. _ 5 __._..i...,...._,.e ;._____4__.____ l / ' / / - ^/ 0 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.100 0.180 0.200 Deflection (inches) W10: Secondary Radial Azimuth: 229 deg. 20 min. Eley./ Rad. 34.23 ft. . O I i 1 I I I l ! t i I t .i f i .- n i . '. --- - r - - - 1 ~ 55 *- - - - + - - - . -b-
- c !
1 - : - - ---
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- 0) 40 r- -<- .
; ' . / *d I * ,/ > Q. 35 +------0---'---b---~b--------+-------- /. , v . ' ' . e . , / ' i /
- s 0 '
-----/ - - ---- - ~ ~ - - - -- 03 30 -r --- M L ' ! 3 ' gg --4.. .- . .p. . . _ _ L . _- . . : . . ., / . . ,-. .-.2 - . . --- m W i ; i e' Q) ; ; ', / L---- L 20 - - - - - - + - - - - - ,' -L i Q. 4 / ' ; / 1 -.....-f...4.. .. . . > i .- X. , /* . . -- - ..A....; . . . . . . 1. . . . . . . . .. . {Q ,.. / i , t ,/ $ L........... ' ./ . . . . . _ . . / / I /
- I
/ l t I ./ 0 - 0.200 0.000 0.020 0.040 0.000 0.080 0.100 0.120 0.140 0.160 0.100 Def.lection (inches) i I Wii: Secondary Radial Azimuth: 281 deg. 00 min. Elev./ Rad. 34.00 ft. I J l I --------r-55 4 --- -F, -I b -- "l --- --- - t -- / f *l / , , i I e . i t 1 -- - 50 : -- --+ ' 4--- } l - --- -- r 7 - ./ ! ( , t ./
- l. . -i i
i i ' _f~~.-.~..--..._p - . . - . . . -- -- - ... / * / !/ m , . - - ' - -- - 7, * -l Cn 40 . Y --I --- - -- - - , t , , .n . j . . i , ' / - h-- - ; - --- ;- i '--+ -- - + - - l 5 3 ' ' l Q. 35 -; r, - . w ~ i ; : < . . . ./ = q3 30 -y- . - y-- _-.y--...+...---.,/,--... + . - ,M ' t i, i ! . . -! e . D ! i i ' i -- j --4 --/- -- -- F - (n 25 i . ~ ,i ! l i i (n ' l . i . a) . f, i I-- t 20 - 5--- : r- -e - - : - -- l-- ; I . e t i / s i 15 k-- :---i -- -- + - r t' - - 4 - - --- - - - -- [ - - - -- i i - X , ;/ l j . to 4 - -- -' r -~r- - r. - - - . ,i,--------t---- , r ,. I ,/ , . ., ~ ' &..- . ~ .3.. . . ~ . e..,. / , ...i - . s / ~' d 0 .- 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.180 0.100 0.200 Deflection (inches) W12: Secondary Radial Azimuth: 338 deg. 00 min. Elev./ Rad. 34.00 ft. l ! 60 I. l . i I ML -- --l-------- 55 . ; i i i i / I i / I l 50 t i' -{- -t-- t I i f2 - -! - -- - l I f/ i .t. - - - - - -- - - - - - - . ,/. m - i : y/ - , - - L- + - d '- -- - - - - - - c-
- 0) 40 -= - - - - -
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- li : . .
+- -L - - - - - - - - - - Q. 35 +-----:----- i e r, - - , v t r i / i , i # ., I. . . / .q . e 30 . p/ , L i ' i 3 '! j /l l - j - -- ' - - - !- n, --- -- U) 25 W- -- ' - e +-- - !-h. 4 / ".-- L l ' U) j !, ,/ l , i. . I I b I J / L 20 - ;-- i-- - r-/---f ---pl- - - f-- - E-- i O. /r, ; t l /! .' i--- 15 & f-- ' S-- i --i -- - - - - r --- ' '/ */ I l E i t L 4-- - -- If -- 10 ; , -- '}--- - -b- - - f - - ; . /:/ ! . ' ; i *
- I
/i ! J-- \ 5 - J -- -/---4 ~-- - l - --- - -l-- - 1i - - -- -f --- [ - - - r - - - . i / / a ; 0 : O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.080 0.090 0,100 Def1ection (inches) i W19: Primary Vertical Azimuth: 44 deg. 28 min. Elev./ Rad. 64.92 ft. 1 l 1 80 . , , , I l 1, 1 ss l .L , . _1. _ .. _a _._x. _ ._. , . _, .. 4. . .. 6 ' i # ! :- ; i . i. . ,/ , l i ' ._._._.pf , So I ..li . . __I . ._ _p . ._ , . i , l. l 45 I- - -- - - L - --- --!- -- - - i-- -- --- - - - -- ; - - <d - -.---- - -- i , i - / ' s i [, i CD 40 --i-i - P, --t, --i- l ; --+t i-i/ -r-- '- l .n i r l s l 1 l 6i y) ! l l ' O. 35 : - d -- ~~ N - - -- A -- --b- - -- + - - I- - + - - -- , I l / i : v i l / . l . > ; / , ; 1 - -----,'------?---i--r'---'------ " -- '- --- i-e 30 -- t ! li ir - i
- a i i '
U) 25 N-- -- - W ! -- - -- L-- -- ---- b -- - --- - i- --- d -- - I U) i , ! e' . i i
- 0 1
.~....s
- / i i i :
. -. . . . s l --(..-_. Q gQ - ! s : i o_ i i, i: - i i . ! 15 - - - - -b. ---- !,- ,' -+; - -4. - - L -- - - - '.+ - -- - I -- - id ! ! : i, !. , . .i : , i t i --+ 3 A i -- -----r-- 10 - - - - -- - -t - / -i l l : l - ' /- ; l {
- : 4 i / i- : i
- A' - - -- , -- - r - - - L- '-- - 5 l l l - - --{-
- i
/l l b o .. 0.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 ~ 0.000 0.090 0.100 Deflection (inches) W20: Primary Vertical , Azimuth: 95 deg. 00 min. Elev./ Rad. 64.92 ft. i - l 1 l ,v-.rw ,-g ,-w- w ,,,,---.-,,w-- -- -,,,--a-, - - , , - g.--a, -~ 4 - - - - ---<m- - p - t 9 i 60 l I - ,i - { - 55 f--- t -- -- h - ----- --------f ---- t - - - L-- / I ! I ; i, . -~--+- i -f - - - - 4- t -f--- 50 + g i i ;
- i I
l i, I, . i. l/ i. -i *,- + 45 --L-------'------- .- r i. , ' i . f-a I l / ! m i i -i - - - - , -- - - l-- -- - i- - - + - + ; -- CD 40 q - ' i e' i l l H : l l ' ' ID '-- V ; -' -- 1 -+- - O. 35 - - -- - -- ~l' - - e v . /1 i ? ' .~ i k / i I / 4 _ _! ..f. p-. - . _ g gQ l'/ ! I L ' -! ; I , a ;, . . -.;, - .4 .. .;. ...;- - . .; . . . . - . . m a5 .l........-. . . . ,/ l - i, * , t m . . i l i O I ; f i ! - -- ! a- - - :a L 20 - t - - - l- --- -F --r- I - - F-i , I O. ! i / . i . . . _( , .{.
- j. .f.'. .A . . . j. . . i . . . . . _
{$ . i. . * / ! ! f l X : / I- ! .. . ! .7 . . . . ... .t .. 1Q _ . - . ...g...f.. 3_ - * [ l . i/ i
- i :*
v i ' / . ( . i ; t /! ( ,! - 1- - - -- 9- -- --+------- - - r - - 5 - - - - t.- - - , e - F < l r l l e / I / # } 0 -- 0.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 4 Deflection (inches) W21: Primary Vertical Azimuth: 171 deg. 40 min. Elev./Ra'd. 64.92 ft. 4 e ] - - , -----_. _ _ _ _ _ _ ~ - - - - - - - - - _ . _
- s 80 ! l 55 , --
k-- ---m i : i i i t 1 i, ' '~- l - -I - 50 , --- -V- -- - i - - - - - ' I ! ! t 4 i
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- -- - 1 - - --I - - X L- - :- -- - 45 i -- - t , i l ; ! ! i . m ' i : ! /f,'rr -- 4 -- h - - --- ! - - ~^il - V - -l ; - -
- 0) 40 -- .
M f I ! ! i I Ul i i i i l l 4- --- ~ ~i- - r,jr-- - i -- 1-- L- ' v O. 35 + : L --- - 3 i e i i i / . ! , l ! m 30 l-. ' - f. (~j .x . ~ . I - . . (.. .' .a i --f ; t , * / l I l 3 l / i L - U) 25 --d -- - : - - i -- -f i- - -- - y - - -- } - I y) ! i, ; , ,e I . ! t j ' f l / f i L 20 - - -r - - - - - i -/-- - -j - - !' - ---- -- -. [ - --- - - . -- Q. li ; t t , {$ l l . . . . /r. ._.../!......'. i p ._ . ....,.' . ._ I h,.. . . ,g ... . . . _ . . . . . /l t . l l l f l i : , :, i l - L. . 10 . f. . t ,,..........f ; i ie : ; : i n s / l - I I f} - - - - - - - - - - --4 - - 5 - -- - t - / 3 / / / '^ 0 . 0.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 Deflection (inches) W22: Primary Vertical Azimuth: 224deg.13 min. Eley./ Rad. 64.92 ft. Y . t I j l 1 j f* e l 55 V --- - l - - - - lj - - -- -+ ---+ - --- - i 5* i * . v , o 50 --~i - --- - 1----'------- e --l- it . I r / I l a g 45 '----------v / / / m : , y '--- - - + - - - i.e Cn 40 -------r---- . , M $ /* ' / . t , l / ) l l +- - - - - -- ' r --w- . O. 35 - - - - - - - 1. , / v , I ;f f l l . -- - - - " - - --!- - L - G) 30 +--- - . L , ! / i J ; l / 1 - -- - - L - +-- , < -- W 25 -e e -4 v----Sa- / 3 * ./ { Q) i l /i -- i -l - --- -j l- - - - - - j -- L 20 r - - -- r.- - - - f -- ; a_ , / * . 8 l '/ ( . ...? g..- % . - - . _ . E. . - . . . . / . .g = . . / - . .4 {Q -- . .- .....j..'..~. . ' / . / , 5 - M--- - e>- / ----,----I----",.- 3 - -- i - -- i- - r - / / I / / 0 : 0.100 0.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 Deflection (inches) . W23: Primary Vertical Azimuth: 287 deg. 14 min. 'Eley/ Rad . . 64.92 ft. I r . . 80 5s -t s0 i- . * /,. / */ ,h , as r 2 --- I f / +---T \ / , ( ' / X . I a ao f) ._. _i 3._ _ . .. + ._ . .) . ; m l / 35 g -- l ----- f L ---- ;- , O. ,/r'---i. - I w l l , : i ;- : r . a) 30 l --ef g: i l t ! </' 3 y /! --. . L . I -( -.}._- y; 25 7. .- l ; U) i i , i / { Q) ' - - - - - - - L' - -- - -+-- l L 20 l-- j / l , I i o_ . ic i ' 15 :r ^- l . f Y lI. , -- r , 10 ,-- p//----- -- --j - -- - - I l ----- -i l- -- -- l. . l / l * .* / g f 5 r-i / / / 0 O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.000 0.090 0.100 Deflection (inches) ; W24: Primary Vertical Azimuth: 330 deg. 26 min. Eley./ Rad. 64.92 ft. h _ .--_m_ _ _ _ . _ . _ . 1 80 4 i i i i l i ! : i - -4 - - ! - --- - -- - - - -- i --- d - - / '- - : - - - 55 - - ! . I / ' * / i ; -+-m--- ;- - - - + - - - + - - - " ~/ 50 ' ; . ./ l l / ' ' / A5 - - - - - - - - - - -- - - - - - --f- / / , p . = - -- - - n - - -v - - cn 40 ' t / .rj . / - - - - -- i - - -- Q. 35 --- r---- . -, /- &. - . / / Q) gQ ._..b....l. ......j/~_....._...'..-. x 1 L . ' /I /- a h . ; ~- ..... m 25 - . . . .._j+..............L..... - y; . i ,i , ;/ ; l Q) f ; L 20 , -------/----'----. - r q, ,/: ; / 8 ; 15 -* - - - ----/-, / c -e-. - -- - - - - x /s - ' - - - - - + ---/ -- to - - - - - - , )' / i ' / l t / -- - -- --- ~ -- 5
- i. i.
-4., -- - i --- i / / l l l 0 - 0.000 0.020 0.040 0.000 0.080 0.100 0.120 0.140 0.100 0.180 0.200 Deflection (inches) I W43: Primary Vertical " Azimuth: 37 deg. 00 min. Eley./ Rad.148.58ft. ; l f J i - _ _ - . l r . , I l 60 3 i I . i l i . e-- & -' * - - 55 --4-----=-~--- ----- j - - - + - -
- i
. . / ! ! / 50 -{- - -l - - - - t- - - - - -l i ,- ^i--- 1 i : e i j' I . .. . L - . . .-..X. ---- - - fg _. . . c / e / . / m ,x
- 0) 40 .
& *
- 4 / !
.r1 ' \ 1 U) . / . Q. 35 - - -f - - : -- - - -- - L -- - F - ,' ; - "- ' "- - + " i i / ' / g . ./ i . _ . . . . - - . . .-1.- --_.-./. . . . - . . . . . - . . - - Q) 3Q . - . . . . . i l ! ,X ! L ' l -) l / U) 25 -- r - - - --+-- , - -- n ,' -- a - -- - T - - U) , ,/ !/ Q) l t 20 --[. . if - t Q. . , l I . / 15 - - - - - =------+l------ --------I-- -- - ! !/ - x , / ' . 10 - / ! L - - +---- +--- - > - ---(- ' / e . , / j ? . . I / ;- " 5 +/ -- , I 9 , . s / / ^ 0 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.100 0.100 0.200 . Deflection (inches) W44: Primary Vertical Azimuth: 83 deg. 30. min. Elev./ Rad.148.59ft. i i 1 i . . - . . - - , - - .. --.---.--,--.,,-----.----e. , , - . - - - - . - , - . , - - - - - , - - - n,,-e - -e- . - - - i , I l . 60 i I l l ! l ' ! ; ! ! i I l A - m-- H - ! -- - - - 55 -- 1 - - -b ---- b-- - - E- - l ! / j / . I # I ; . t / -- - -r - ; 50 --=--,----(---- - - -- - - .- - --: - - - l. -ii . r f . ./
- I t t
; -- - - r - + - - -- -)* +----- - - 45 ' ' * /. l / ^ . i 3 ._j-.......... / . .:. . .. g) 40 - ~ .;. . . w-. j/ .7 i r-t i - s ; ' s / ' U) . ---- 1- - - - - Q. 35 -4 --1------' - - - . - - - - - , --f.------ / i I l j . i 30 i - :- - - -- - r - - -- I ' -- -- - i -- -- . / - - r-a) , t ,x l I - - / .* i 3 .
- . .. ...i-~ .t --
y} 25 ;- - . i - .- . . . ......[--.l l/,' t ! , U) - I Q) : -y..... a - 4 . .- f' . ..,... _ -..-. g 20 ' ' I /i Q. . I . 1 . ,/ , - : - - --- 15 -+---- .--- - .-- x
- t i .
> t ' --- - h - s. --i----- - - - - - to e ? e i / 4 / . ' - < l l / a -- ,- i. -J--; -- - -- - S - ' ;- -- - m-i,e' - . g ' / ; O "1. I l 0.200. 3 0.000 '0.020 0.040 0.080 0.000 0.100 G.,f20 0.140 0.180 0.180 Def.Tection (inches) W45: Primary Vertical . ALimuth: 163 deg. 00 min. Elev./ Rad. f48.64. f t. f q t 1
- o 80 i i I
,r---]L . 55 - -*---+-------T--- 7- -- -t -- -- I , / i l */ I ' I tf '. --4------- < I 50 - I -- --- - - A i i 6 l /' i t' ' /j i -5 ' - - - 45 l--- +---r----+---<.-. *f s a-t i t i x i- 3 . at m 40 t - - -r--- t I - 'f - - -i -- ) /l t ' I ! /i i f -' - - i - - - -, - -- - f---------+-----*I-a 35 l - > ' - - H- - - - j e i . v ! i . .
- ;i - ;
. 1 e 30 i a _ . - .4 . ...,: _. + - _ f - - . i. . . - -7 2 7 .. 1: .-_ -
- i ,Xj !. ,
(_ : , - , i a : L -- - - ,L __ . k_ - e+, - .- - } . . . ;-_ ~ m 25 W I ' e' i !I ! ! e ; ------t------;----
- 3
--- t- --- -' - 20 L 0- ! --- --'.- b - ---- 7 -- -j - - '7'! < l-l. ; j i __q. _. .____ ... . j.. _.._ l_._ is . _ . . i .[._ _.. 7. ,. j . 3..__._ . :! I > i x . l /: i -' -N' -- r'-r- - h - - - 4 - -- i - '- 1- - - 10 ' /I 1 '/; a ! a i i i 8 / l ----------i l - - - ; r- - - 2- - - - - 5 , I' / / ^/ ' 0 , 0.200 0.000 0.020 0.040 0.080 0.000 0.100 0.120 0.140 0.100 0.160 Deflection (inches) W46: Primary Vertical Azimuth: 220 deg. 00 min. Elev./ Rad.148.56ft. 1 e l l . i k i I 60 . i , i , i I x - - -e --i' - -- -- - i- - - /t - - 55 - -- l /',i // so t ' e f ,. j. 45 - :- - - / f n / y /
- 0) 40 -; - - -
/ - i l r1 ;/ ' ,' m * ' / < O. 35 -+ I i / i - / / 6 l' q) 3o _. . ... . ... j e t L , ) ; / U) 25 - - - i = .. : 7 r u) ! / , / ' i i/ q) L 20 ' / , - --/- - i - - D. j l - - -k / - -- - - - 15 --- / x' i j 10 - - j- - - / 5 / 4 5 ,/--L, - ; / , h,-- * - 4 i- ' h 0 - 0.000 0.020 0.040 0.000 0.080 0.100 0.120 0.140 0.180 0.180 0.200 , i Deflection (inches) I W47: Primary Vertical Azimuth: 273 deg. 00 min. Elev./ Rad.148.55ft. I J ~ - - a_. - .. - o
- B0 -
t I > . : i g i e - *- - - i - - --- L- -- - - - ~^ 55 - l-- - l, -- t# IS - - - l : : i . t
- ,/ ---
- E - - - -- --- ! - - - -' ---------!---- -- *0 re - 50 ' f l l * ! /
- i I /
fg b. . . . . . . . , .s... . . . . . . . . .l. t , l / l m i f , -- -- i' - - , ' - -- -- 4r - Cn 40 t -- - --t ' - r-t , ; ,j i e! (D i ' = - - - - - - - - r - -m -- i - L -- - Q. 35 ' - - - - / f V * ' / / g . . j _ . . . .. . <. . _ , go g _ : L ' I e X J i i . ' l - --
- t '~ -- h - - -- ?
(n 25- - e -- b - (n !,' g i .i -i t 20 t- - -- 4- --- ' l O. i 15
- i. !. _ .. . ;. j' .[. _ y . . . . . _ . . _ . . . . . . . . .
i
- i. :
. x i : ? ' e A ,. 1 . e i. . .- . .. . . . p .i ....-...,p.. .. . . . . . . . . , as , .p .. / I / ! t j , 3 - p _ . .. . p. / . {. ..-..i..._....... , 7.. .. . . . , . . .. , i l / - 1 - - 1 ~ --- .- o 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.f40 0.180 0.100 0.200 Def.lection (inches) W48: Primary Vertical Azimuth: 345 deg. 00 min. Eley./ Rad.148.57ft. . - - -,. . g i a 6 i l ! 1 l ' i l i 4 i j ~ g g t
- l, .l l t' ,
, : i . i 5 l .ss -_.i ',- ,i._s_ q =- ,!m a' i i ; i 1; s . 4 i e j ; 14 ) ..j.-~. i - ' su -- d . -g i --.. ! j fy Lv .2,. . . . -i -_ _ 3 I j ' ; . /1 t ' l . , / \ l -- i / 45 + ---~=- '. -4 - i , /. . ,,i . x o, 3o L _, ; - ,z - - +.-....+... . i i ., : ' j i j i 't m (f)
- a. ss r-4
,- 1- %,, L -&- i -i-- ;, ,. ' 4 l-- = - - - - - - - - - t ; i/ [
- L /
t > , . /. J 'm .*m..~ ,-f . .p.-p --m.- ..w- . . - - . - . - - - g % ,... - -..a-- . -. / I L ; . ; . a >
- : / . .
rn 25 , e F 4 -y - ! , -if-;-c- -- -- - - e i . L9 l 1 'i ; ; l hJ i l ' -s_ . - . . . - - . . - - . . -) - ( 20 . /- ,! +- g e, ' < < jj l j-i t/ , I : - - - - - - - - - - - > 15 q g~ q'- , - 1 - - -j - -
- . g:' -
i ! ! i , ( j to m t y ; ,< '-t ,--.1- -- -. -r - -; > I -
- l v .
l 3 ,- , 1- _ f, , 4._ ; ._ +. , 7 . __. ,! . ._ . 7 . , . . _. .m - t 7 l 1 o .. t g_ l - / , . _ . _ . l .l 0.000 0.020 0,050 0.086 0,0M 0.100 0.420 0 140 c.iGC 0.fa0 0.200 ' (2nches) deflection W13: Primary Radial Azimuth: 45 deg. 00 min. Eley./ Rad. a4.17 ft. 1 1 ] c . i l I \ l 80 I, J -A ? --- N -- 55 - i i i / s,,;! . i I i i i ; ' 50 i
- I I -- .
l l e e i 1 i i .i I. !. . 45 ,-----i------+,--- ' - -> 4- - - ; / I '# - l , m
- 0) 40 i
- + - --- l-- t ; l J,i- - - - -- -- ; ; .i i! . i t ! .M : 1 i. i $ l l l / ! 2---+---+---. - - Q. 35 l l ' v : i l / i - t i i,' . ca 30 i' /- a! --, i ; i - - - + --+- + , /' L .l l l l /! i D + (n 25 F- -- -- - ! -- --/ l --+ --t - - - -i - i W l i . it i i . i m , i -j-4 ; - - 4'- --i---- L 20 - l ' --+-l ', i 0- l . ,/; ! ; 15 - L---h --d: / ,2y- --k -- 4 -- ! l- - -- ~ ! ! ; i l i i ! ! 10 x -- l' 7 e
- I /: l .
r ; / - ; / 5
- /, .
i-- -H - -- y-- -- -- ----} } - -i --- -- -j - / / / 0 .. 0.000 0.020 0.040 0.000 0.080 0.100 0.120 0.140 0.180 0.180 0.200 Deflection (inches) . W14: Primary Radial Azimuth: 124 deg. 00 min. Elev./ Rad. 64.17 ft. . e t , , 60 l I i l i i ' . i . :g - . - . - ...-..;.......,....-r,-..-. l 55 +-._.- ' / . l ' ! ; 1 8; l, . ; i; . 50 2- - - - - - -- - - * -- -- - - - t -- - l- - - . i ; ; i : . t , ; ; < # 45 - -i- - -- -I- - ---- I - - - a / 8- -- n i i i - :,e' m O) 40 -- e - - =---i ---i----- -l- .m i f r . I . /. N ' 5 1 --- - L--- / v a 35 --t-------'-- 'L-- 2 i i e i i i / l . / - i ' / & --, . .-f..... ...p. .- } . .....y L ; i i / ; ! /, I 3 (f) 25 '-- -- l - -- -- - i- - - / t- - - - - ! i (f) ; / ! I l / Q) ; l- -- -{-l- L-L 20 - V ---k --- . : o < o_ . a / l 15 L- --- - - ;- - -- -l i- - -i- - i .. + - -- ; /
- i i /
, {Q _. l .. 'i . . . . . . / . L .. y. , . , , .. r : l . ,, 4 , . ' j l . / 4 -- - -l i - - - > i - . --. 5 - - - /
- e. -
/ I i i I / ' 'I l 0 :' l 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.190 0.160 0.200 Deflection (inches) W16: Primary Radial I Azimuth: 225 deg. 00 min. Eley./ Rad. 63.50 ft. 1 ] 80 . 1 55 L- - ! 1-r - -
- k-a t
1 !, / l / l 50 (--- - ; ---- i l-- ----- }- --- - - );' -{ - f-l r l l , A5 ! - - - t- - - r --l-- ;- 4- ' ' / t' I / 4 ! , ' l I i m l .. . ...L . i . . . . _ ._ . . -. . . - 7./ . ; .-.--- . - - _ 4Q u m . 4 - --- V- -- O. 35 4--- l - - - - :- - - -+ - - - y-- - - - <-f - r - - - , v , ; t ; , , j l / . . I / l i l ' / -- ,
- h. _
g gQ _. ......_..j...-. . . . _ ' ,-.......I X , - i ( j l# / j ' l ) - h' -) 1 , I ----h '-/l- -- -b+-- (n 25 :- j- ' U l l s i . a e i -- - / t , ' - - - l , L 20 - - -- Y I' ;'---f-- ' - - i, - - - - - + Q. , '/ ; j i { 15 N --- - b --- ,A - -N - i - - - , -- I !- - - -} / / , l , f l; . 10 - ---- - --i- f -- -- jj - - - - r - - + - - r - r- - - !/ . j i , t / I } l / : j j j 5 ---- - --/- !,, 1-- p -- - / / - - --}- - - h s I [ i ' t' i I " O . 0.000 0.020 0.040 0.000 0.000 0.100 0,120 C.140 6.100 0.180 0.M0 Deflection (inches) W17: Pr.iteary Radial 1 Azimuth: 263 deg. 00 min. Eley./ Rad. 64.17 ft. i e au d . s I B0 , ; , ; ; i ! l, i l ! ! 55 - --A - - - - - - - - - - - - - - x , 50 I-- - --- l - 4- - '- ----- ' - /- -- - - - - l 45 - - - - - ' - --' --- -4 - */ N --- t / J x - - - - L. - / Q fQ . . . - + . . . / /
- 'f'"i ,
/ .'.. .. .~.t-Q 'f5 - . . l \ I / ~/ t ' , Q QQ - . . . ./.- L . N i '3 : .4,..... / ~ g 23 _ .. i (n ' 1 (D l- ----------f--- j L 20 - - - - -- - Q i i 15 - -- - - - - -- - / s 19 -7 . . . .. . - . j . -.. . / h / , / 5 - -- - - - - -- - / 4 -- --{- i j { f l , ,/ }. ,j - . . i ! l / I' ' ' ' " I' I O '
- o. coo o.cao o.oe o.o* o.e.o o.m oma o.uo o.ieo o.iao a.aco Deflection (incnes) 1 W18: Primary Radial 3 Azimuth: 341 deg. 00 min. Eley./ Rad. 63.58ft.
4 ] 1 4 60 I - i , - - .- f- r - - - ~ ~~ 55
- l s 1 #/ .
I ' e Il l 8 f i : . i . t i .r ;g-50 - 4- --4--' -> ,p- - --- -- l f f / l i a- - . I- - - +I ' -- -- -- >- -~~x. 45 - -- / / .i I + . / m ; y 2-1- - i -- -- /' r --- --r --- -- 40 -- F -- - O) ' - - - - - r - -- i j ! l . / .M l t . .
- f s' i /* .
s . . t / -~---i- -n-----u- . O. 35 s c t- - - ',- -- --t----- 6 /' f I ! /' l / s ! -* t.... . . ./. , . . . . ..r--'* $Q -.,-..4 .f-... e i b i 5 ,X i ! l ] I ! . l k' i ; ..; ._._.ff4 . . . . . . . . 4. . . . ._ i . y) --+ .. . .._...l . 2$ ' I U1 i t !/[ ' i Q) i/ L . 20 -/!f --- -. - --i - - - - - - - -- Q. f ----i. l i /. t I i / ! l i 15 ----..+ . +.n._-..... . ,/ ' . .i l -l- -- - t - - 10 - --+- - - - /-f --i - - i- - - - ? - - --- t' f. . / -
- / l .
5 - /. if - - -) - - - -- -i- - , / 6 / 0 .; 0.100 O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.090 0.090 1 Deflection (inches) W25: Primary Radial Azimuth: 35 deg. 30 min. Eley./ Rad. 91.67 ft. I i . i so *he G l i -- - ; -- - l --- i -'s-- -- -- r-55 - i i : ' ' ' I i t
- i. !. i 1
' -- l -- ' - " - - + - - - I 50 . -i-- . - -- -f - - <t - e i ii i , I f . 45 ; - - - -- - E - - - - - ---- ' - - - - / - -- / f I / j - i i ; - r,f- .- -- .-- cn 40 .m m i ! ! ; /. : ct 35 ; -- r. / " -- - p i s I . g' 5 h ! ! l / ' - - - x4l- - - . -+- D t 30 l - - - - - -( - fi ) . , . / I l -------i------ O 25 -;- --l ---- -f ----- - ; . ,f' i- ---- 4 -- - - m . . ,i !. e ; i :- : i-- - -----+-- m - - --- L 20 ; - . l - -f c '
- i. . , n, . .
i i /- ! ; 15 -- - + - - r , L -- - - - - - - : -~ - - - - ' j . l l- l/ - e ! s i ' ._. -._.._j ' . - . . _.i.-.......... ..- .- __ {Q ' ,/ i I
- l. :
l i . i ,/ --- - i - - !- -- 5 -- ; ---- 5 i- - -- -- --- i i I g f / ! o: I 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.080 0.090 0.100 Deflection (inches) W26: Primar Radial 91.00 ft. ~ Azimuth: .106 deg. 30 min. Eley./ Rad. G A 6 . 80 i i i r-- - - -t - - ! 55 p- ! i, l l ! ' i ,t ! 1 ! ! l , l l 50 l. l l --- - - , - 4l ----- ff- ;I l . I 45 I --l-- - - r
- --- --h *
--- {- -- -h- ' l b '- I . ' ! ! / I ! l , >t m i q fQ -.._4.. !.. . . .. ..g.._ _ _ -_.. . . . ;1. .- .. - . - . - . . _ . ' / i .N l 6 I f , / 4 t }* ' '/ I h) I ! 1 l v Q. 35 - k ---- L-- --+ - - - l - - -( - r - - l . / f - - - - F -- - l . , i . l. I f 30 g ' - - - - -' --- 4 - ----- f - -- - --l - - -- - l - ; L -d :- -- - - ' - - +- L ! l l ! !,,* . l ; I / ; I ! ] 1 ---- $ -- v' il - -- -- j - - - ! -- - 25 i- - --- - y - - 4-- U) ' u) i ! e' ; , i . \ .i - / l . j . i ( 2Q 1_. ._l.... . . _i . ,d _.. ' ... ..t ... ---..t _ . _ _ _ . _
- o. ! j ,l j
'I i, i 4- ~~ - - " - " - - - - -+' 15 ~ t, - --'r^ - -- - ' l i , l t i /t 10 -- A - - ;- - --- - f. - - - ] . t e , ,/ - . e' -- - - - [ -- 5 -+ -- -- * / - , ------.---l'---------- - -- --i - I / I '/ 0 a O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.030 0.090 0.100 Deflection (inches) W27: Primary Radial Azimuth: 157 deg. 15 min. Elev./ Rad. 88.00 ft. O b I so . 1 i l l ; I i . L .. . .. .. / g .. - .j. . ; i s l ./[ i I 1 / I As , / i / - . . g .- I a 4o . . . . . e ,- ,/ *d Q. 35 , s / / * ., . ..l... .t . . . ../- QQ ' , / t . I ,i. 3 - ,' -- (n as -- (D . - l - GJ , . ,' '---------e--
- c. 20
--t- '
- a. "'
/ i e / l 15 - - , / s-t {Q _ .. ...........f f...... .. . . ,/ . / t e r , a . a. ,. .-.. { ---...{ ... .{.. ; ..../ e ...-..L.. ~ ~ i i i / / i 1 j . o :' ' ' 0.090 0.100 O.000 0.010 0.020' O.030 0.040 0.050 0.000 0.070 0.000 Deflection (inches) . l 1 W28: Primary Radial J Azimuth: 229 deg. 00 min. . Elev./ Rad. 88.75 ft. l . i , 60 i i I . l ' i i , i ! 55 i 1-- -- r--- -i - +: - - - - - / / r - ---- e ! I g / - -- p 50 - r- - -- - / * . I s - l - ;- -- -- i - X - 45 r ? e / / ./ m x 4 . . . /. .- q gg .. . . . - / r-t ' / / U) ; ' - - - - +- -- - 35 - Q. -- 1 w t . / * / ; / - , .- gg . . . . a. . .. .. , g . . ..} . . C . ,X , I / 3 ' U) 25 ---f - - - ! --- 4 --+'- - -- -- - -* U) i / G) . ! / . gg - .. . . . . .. .a. ...- 7 .s. ...s. . - ; / Q. i # I ' * /. I g .. ... . . . , . . .. /..... " . . . . . . . . .. . - r : . '. ,/ : . . . . .. .. . . --.i. . . . . . . . t - . . l /' ! i e ' /' . / - / l . . - - ; - -- - -- --- - -- - - i - - - - - ' -- -- --------J -- 5 i - i. - ' - - ' Iii - j l I/ l _t O .- / ./ i i. r ' \ I l t i. 0.09"i 0.100 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.060 . Deflection (inches) W29: Primary Radial Azimuth: 286 deg. 30 min. Elev./ Rad. 91.00 ft. . I i 60 l l i 55 l- , --t r--- 4 - r - ! l i i l j i- ! ti 50 l -- +-~ ~-f . j - f-- - - ; ~ i ! / l A5 - -- : - -- - ! I I - -ii - ; i /> g l l . 8 i 7 l ^ ' ! ! ! Y' I ? -+-- i +- -t - - ' O) 40 - 8 l l , i r-t i u) ' i ! / . l O. 35 - - - ~ ~ - y-- . --T . - -----l----*-- 1--- -;v i .' > g i , ! t . i I 4 s 03 30 -- j -- - f - i-L i i ! ; - l- - - -- -- - - :l . 3 ! '. ! / i y --- - :' -F - /;--- u) 25 : .------+ - - - i- - U) ! i i ' G3 L 20 -- l - 'a i : l . i l 4- -M- -4 15 i---', ; i- - . j i l I, r to --+-----+----+-4 - i- . i s e a I . * !' t ! ^ 5 ~ ~-- - - r' - - - - - - - - - -- - -+ - h-- - ' -- r J l ~ ' I 0 -0.050 -0.040 -0.030 -0.020 -0.010 -0.000 0.01C 0.020 0.030 0.040 0.05C i, Deflection (inches) i 1 W31: Primary Radial Azimuth: 36 deg. 00 min. Elev./ Rad.115.50ft. 4 i O so ; ; . I 8 i L l -...--.---.g-- - ~.-s. -...L..... ~ . . . ~ . 3 e l ;I - l' . _ . . . 7 . - . . - _ . - _.j . . _ . . . so __...j._. ....;..... - . ,.
- i I I i i
-- -I- - 45 l -- -- -- ----- - h M, j ie l m l . : .....:..,--.4... -.-...-.t ~ - . . - - . q fg , M , i , m i ; : . - . ,. . . _ .,/ . .; a .._ - 35 .. ,* 1- . l i----"--.--- '- - - - - - - -- - m 30 +-- r/ t p . . J ! : / i . - - - - --"----~--r-r------- - - U) 25 l } >f . $ I i ;/ e D ' - - - l , ~ L 20 - +- - - : - - - > i- - - -- - - - - - -i ' O. ~i . l t 6 4-- -m{ - - -- -- - A -l - - - - - . - - 15 . > t,% ;- - - - -f- - - - - - -- 10
- e. ,
. I , /. ' t l- -- - f -- =~ ~y- - - - - - - 5 -l- - 1,--- # i - l i 0 0.000 0.002 0.004 0.000 0.006 0.010 0.012 0.014 0.016 0.010 0.020 Deflection (inches) W32: Primary Radial Azimuth: 101 deg. 00 min. Eley./ Rad.115.50ft. S l 5 O O t,- 60 , , , , - I ! l i i 55 -N --- -l- . -{ E- r- - - - ;-- --- - i .sl , -- - - --*- V -~ - - - 50 s \ + \ ? 45 I ^ . 4 - - - - - Cn 40 -- - ~ s-- - l a . .m I b --; -- L - - - - --s-I ' v
- a. 35 - - - - - -
i l i --------,-v - - - t e 30 - - - + - - L ' h
- ]
U) 25 - -- = ---- -l - -- - - - - - I . U) , O . l -- - L 20 t----- r --v - - - D. - 1 l -4 15 - - I I I i {Q - .! . . . . , . . . . . . . .-..7... . g ... . . . . .. . . . . . _ _ I , I i--- ->- -------!-- - si - - -~- - -- - 5 I e p .' -- - I I l' I f 0 O.000 0.002 0.004 0.000 0.008 0.010 0.012 0.014 0.018 0.018 0.020 Deflection (incnes) W33: Primary Radial J Azimuth: 166 deg. 00 min. Elev./ Rad.112.00ft. e i 60 l I i 55 -- -l --+--=---+---r- ' h -- - h i - Wr- / / } . I . s , t i l r ! i '~ k- L -- i- --4 -- 4 --+ = r--- - * - - f , 50 - - I I t, , i I f t l, i t, 4- -- A5 ---- - - ,- i --4 I-- -r - ]-1 , 'i i i , . x m i i . .----+--c-+--- == . q . . - . .. . .. $ . . . . . . . Q dQ 7,..- 1 ! ll r-1 ! l ! , ! i ! m i 4 -- --- 4 -- - - L - ' - i } --- -f Q. 35 . v t i . q' ' 6 . I i e m 30 - :. .- ,. .- .p .-...-l .-.. l -.... l. ' - ..)-. . .. - . --l [ . . - . -. . ! ! ! - i [ l I f; L ! ' I i . i : J : ,
- -----,------*.--*i - - - ' - - + - < ---
(n 25 - L- -- -r - - I j : ! @ t l i O l ! ' t l-- ' - -+---- 20 - -i. --- - - n -- - $I - -- - - d,- i L . 8 ! l 1 : l !
- 8
- - },-- - - - - }-j - i i l - -n 15 ---- - - j - F -- - --- -l 1 i ! 2, i i . e 10 s F - 1, ----i- o - - r --- '- - - ; -- r1---- 'l, i 1 I t
- s .
- - - - - - --- --- - -{ - > ----t---- - - r- . 5 E o ra m 1 g -0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005 Deflection (inches) > W34: Primary Radial Azimuth: 231 deg. 00 min. Elev./ Rad.115.50ft. s t 60 i t - s i i, , x : . 55 - b - -- --r - - - + - -- m- - -- - t- - s -- - < -- - - J. i .e - 50 . - f- - ---- 'i----+--+-----.--4--- I i i 45 i , 1 - -- - - - - - = - ,4- - - - cn 40 ----1 r- - ; - - - - i 'ri ( . i i m . . +-----;.-----+-- 35 = ,------ - ,. s-m O. . . , l L.. . . . . . . . . . . . . . . . . . . - . . . . . . . . g...... ... Q) $Q ' ; c L . ) I l . / m 25 .;_ . _ y- ;4 -.
- 3. . ._ -. +. - ... .. ..
. .f.j ~ m . ' 0) , i / L 20 i- - -- - i - - - - ; e -- + -- - L - - --- - i-- - - - - ~ ; ---- - f k . } ' s / t {$ . _ . . . . . .[...._...-.I_.....'....._ y .. p .. . . . _ . 1 . : 1 x . :/ / fQ - - -...+. ... .. - . ~ . y' ....
- y. ....J..
/ I / . / i , / l / i l r- ?. - - - 5 3- - - - - + - - -- [. - - - --- -+-- , , s - - - I . i i i ~ - i 1 0 = 0.000 0.002 0.004 0.000 0.008 0.010 0.012 0.014 0.018 0.018 0.020 ~ Deflection (inches) W35: Primary Radial s Azimuth: 277 deg. 00 min. Eley./ Rad.115.50ft. , t 1 .i
- O 60 t i i t
] . 55 r' -- ---- ----=------v I - -!-- - r - - --V - -- E --- e i . ; ; i ! 1 50 ---+- - - - . i . p-----i--- -- -i l > i I 1 1 I g +- 45 ~ - - - - - - - - - - - - - - - - 4.- *: ---- , . c i ! i ' m ; l 8 : CD 40 - - -- r -- -- - - -- : , -t--- T----------- r-1 1 ! ! ' ! --!--- ! i - U) t ! !. / O. 35 k ----- -i- - - ---- -- fl --- - V - --- --b - - -- , - - - - + - - - v t.i
- t .
l i i i1 . I-1 q) .... .,. . _ :_ ____,/ , -__ j__ - +___.4..._.. 30 . I i L l l / i i i ' ! i i 3 i . i -.; . p_. . - 4 . - . ~ } , . - - . . - - - yy g5 -(l. y - U) ! / ' : 0.) L 20 f-- -h--/-t- , i i --+-- - - r - - E -- - ' i : i [1. / j- l - 15 , l'/ 'r -- i --F 1 I. l-- i 3 --- r -- -
- i s c I s, x t
/) e f ' -*-- -v-----4----- ---i----- 10 i- / ----i--------- - ' + i i i . l ' I * . I
- I .
i $ --- ---- ; - -- 4---
- /
5 *-- -b'- - iL-i k ---- --b'-- t --4 , I / I l 0 .L- _ a' i I 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 Deflection (inches) W36: Primary Radial . Azimuth: 345 deg. 00 min. Eley./ Rad.114.00ft. l O 60 55 !-----------------------f-- - , -T
- : e i
!. i- !, i : ,/
- I g 50 [- -- --- - -- ---- - - f, --- - -i - --- - ---- - j ' - - f '- - - - !, --
i /.
- l . . e i i ;
{ 45 -- - t -- - - t -- - - J! -- - -- -f-- . - >d i . I i - :e
- t -
p i l t i,
- ? .
I m ' t ; i xf ---,----H - - - - g 4Q .. . . .. p .. .- . ).. --- - . j/- j. r-i i I j : , ' l i V ! ! (D ! - !--j! Q. 35 4 ---- - t --' -- 4 -! - - - j '-/[ - -i- * ! j ' . i s / . . . . . L /-. - - .- . y -.. . e. - -.. L y $Q _7.. _ L . ! , *j l i J l : / / !
- I.
t (n 25 t - - + - ----:--- . 3--- --4--- --- ;. - ---- 'l/ ' i i (n i 1 A I i l O I / 'l I-- L. 20 -E
- -- ---i- - - - !' ,',
- I i
t--: O. I i, . i* i ' 15 L-- -- - ,e --"? / I } -----l------- ( - - '> - - - - il - - -- - b-- -- i i l'i /X 'l ; l . l 10 a4 +--- ---t- i--L --j - -j -- i- -- d , , ! ! l 1 i i, e I l 1 , i ; l . -- &- . . .}-, f- . . '_. .. .. . -s . .-- . - f 5 l / 0 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 Deflection (inches) : W37: Pr.imary Radial Azimuth: 37 deg. 00 min. Elev./ Rad.148.58ft. ! l I l I I 60 i 1 -1 I I l, ; I i I l t .l G 1 s- +- -- I 55 --- -I t ' r- 1'
- i .,
- I . / / I e - i '! 50 - - - - i I e l !, e . i . i - -...o . l .. . 46 . e i ; / p m l ! x I ! ,'- CD 40 - n ! ; ! y . m . - - -;i - ' -- Q. 35 -- v . . / O 30 -- ; ! j- k- ' ' x L : , f. . a - -- --- i - i i - --/ j m 25 - m -l l t . O i : i i' l l 20 - J'- 4 i C -- ,- 0- - ! /i /! i* i. t ~ j$ - - - . - .' 4....,'
- ,/
i, . 10 - t i : 1 r.- . . ,i . . . , ,/ : 5 -- - I l <- ! t - . i ; i < / ' le 1 : i i I ! ,f g l ' I ' 'l l 0 O 000 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.010 Deflection (inches) W38: Primary Radial ~ Azimuth: 83 deg. 30 min. Elev./ Rad.148.59ft. I l 1 l - --- _, _ , . _ t 60 , I i l I i - 1 ' I i l " 55 , . -----1----r------+ r 1 --" i -- - -! i ! '.i l l ; . , , , , ,t - 50 j-......b. .-}-.. .). .....[~ --.-}-l - ., . l-.
- i. . -- -
'l ; 45 i - -- I -- --- r. - d-i. , / , a I ! N . i -4 -- -L -+ ---4-- - r 01 40 - --!- -l i - - ; i i j , ! I j r-1 : (D i -m' -- / t-- -- t i t-i + -- Q. 35 + : ,r-- w ,
- j ,
. _ a. g 30 . _ _ . ;_ . _..; _q._. p ,i . 7 --_ if/ I l-L : , i : J ! : ; i --- (n 25 - t- - --r - ---{ -- -/t '- i CD , t
- I i O ! l .
L 20 t - - t- --- - i; 4 - -'/- r- 1 - i"-- -i' Q- , !/ i - g 15 <- - - --- -i - - - V -- - f gr - - V-- -- ; 't y I 6 ! t . . e .
- f. '
-r- / 'I -i - i- - -- --- -- . i-10 -- - , i ! t ; ; ; i
- /
i i / ! 5 ----h---- -J- - - :--+-- --- - - - - -- v --- - - - ; - ; -[ - - - } -~ f i l I . i g J < I I. > o; . J 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 Deflection (inches) W39: Primary Radial Azimuth: 163 deg. 00 min. Elev./ Rad.148.64ft. 8 1 ) 60 . I 55 '- - --- --I - L- - ~ - - r -- . - -- - N t l i' : I ! l l'
- l. -
i i ! i 'f ; . l 50 ^ .--- - i - - - - -- r - ' --ll . -+-' ; , i; I ! l ': : : t ; I' i I l t i , . 45 3- -- -- --', - F-- 2-- 1 -- -- 1-'-'--- 7,
- . i i
- 8 s
i i - i M, - ; j m ; , q fQ . . . . - . . . . . - _ ! . - - - . r-t t . . is l ! . I i I e' j y) 3 I , O. 35 - - l--- i t - t-i
- , - - -k------ <: - f, - - l -- f ---- i -
- I . i .
i i l '. I ; ' :i +----i---+-- I 3 m ao e -- - -- +- - - ; --+--'-t---"- ' ' C i l 8: ! l 3 i i / ! l U) 25 '--- i - - --- r - ) -- t - -- - - - U) l !' / i i I e ! < ! ! ---.------d-------,------ t 20 L- - - - - - - -' j' ---- - i - 1 ;
- a. ,
il !. i e i ! . d -- -- 2 -- - - - -- i - r-- --- t. 15 , 4,-- --j- .x ,r- "i j i 4 i i l / . l : ! i . ' . -~- $0 . . . L .. . .- . . . . .l. ... . . . - } . ._ .-. . i . . .. - f . . . .. . ~ . . .t' i ,e ! l l l :
- l. < : . .
i i r -- - - - l - 5 . \-- ---r - -- - -l<* 1 ,1 0 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 Deflection (inches) W40: Primary Radial - Azimuth: 220 deg. 00 min. Elev.[ Rad.148.56ft. l 1 l 6 I 60 ! I i l l I ! i i . ? -- 55 -------'----l----r----- - i . t / t ./ .-.-e -* - - * ~ . w- - e- ~ , . . . . f / ' i I -
- x- '- -
45 - - - - I a e f - a . .. g - . . d f.. r-1 ) - i' - u, ' i. O. 35 - i - ! / . I .a. .._ .. ..... . . /.... *-. ... g }Q - 4 . L !X i ] , }# - --;- r- --t - -s - ,-- r -- - -- ' U) 25 u) ,i i w - - -- L 20 -- - - -r -*------;--+---- D . / i 15 - -/------------- / X . / .. . . .- .. .a... {Q .. -. .J.,I..~.,...- a . -.. / / 0 . . . . . ...L . .y .. .... . - - . --... ; -., 7...., _ i ,e ~ j j I f - i o 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 Deflection (inches) W41: Primary Radial- . Azimuth: 273 Leg. 00 min. Eley./ Rad.148.55ft. I I l i l l-I i S 60 I i ' '--- ^ 55 --I------- 1--- ' i ! t l . . / I I . i l l / ' i ; p - -- ; --- - - ;- - - F -- - - - - - 50 - - - -i, i - ,i I , /
- - L / - --
-- b - A5 ; : / X,/ m t t ; ! , - -- i -- -- - i - - - - j - -- v'- - G 40 - - - - - -, ' r-t : I / , i
- 0) . !
'-- - L L '- - - , --l - -! - - O. 35 + ; , e , q) go . . . .. l -, _ . ___y.__ j.y . . 2 _. - _ L ' i i/ i . / r a ; . l -a. : -- h . . . . . . ., . . -- y3 gg a. . : .- ./ :.. - , U) ! i / ; ' I t - 0] i, L 20 l - - - :-- - -f - 4-- --
- a. '
i '/ . s i --l ' +- - - - - - - ' -t - -+----,- - , f-- 15 , ; , . . ? / x . e - e . i 10 - - -- ; /, s. y '-- -- -- j ---i--,---- ' e / .- , , ? / l 0 g 5 -y t -y- :- r - -- j - -- l - e ; --- / j / / / 0 . O.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 , . Deflection (inches) W42: Primary Radial . Azimuth: 345 deg. 00 min. Eley./ Rad.148.57ft. I f 1 f ' ' .I i ) ! i ! : ,'x: 55 - - - / 50 -- - --} - j JC: / 45 _ . . . . . p / l
- g. } t-
, 0) 40 --- ' - 1 \ e. (n l Q 35 - - - - I I - .l* g 30 -- . L a - 's , (n 25 --- 's - (n -'s s O , 's L 20 N a. 's, 's -g 15 't< / _/ .- {Q 1 / i \ s ,
- l. .
0 -0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005' Deflection (inches) H01: Equipment Hatch Tangential Azimuth: 341 deg. 00 min. Elev./ Rad. 88.16 ft. I i i I
- 4 J
80 i l --h - - - - - - - s;- 55 ;-- - h- s- ,- -- f- ~ - - b ,.c - -- ( h. - i - j s 8 . . sg . !. e i . i [ 50 . T -- - h' ;- - } -- --- - ' -- - - Y - - - y - -- --T-- -{~~ s i l t : . . :e.' i. g , I i
- . s . !
-- %, s- ~k - - - - - 45 -A-- v - - - - i i i -i b
- r. -
! .s s l !' ! I m I ! h. n-- , - -l- - u - -- i - cn 40 , 1 - ~ . .n ; . t i s a : U) , i ! i ! ! : . Q : ,. -- - y.s- - - - t. - - y -- : ---- 35 t , s s_,. . i s . ! \ ! i m 30 -i .. [ . . - . ...'- l - .. . .;- .. . ) . .\r .b- .l.. . . . . .. --
- I i i i.
c_ . -/ i. . , ' i - r ; i J L - ," ' ,V - - - + -- --i - -- - ; U3 U) 25 ------+ I -T-- ,: - jf ' ' l l 3 l ~. 4 @ ! ,' [ i a ( gg .f .....}... . . -ge ,- . 4 . . . . .. 1. . , . . . . . . . .. i . . . i : i Q. : t t,- - i . i, ; .i* I I a . . . .? a { . . _ . p.. . y . 4.. .4 -h. ... f t,' ' > 5.s . i ~ l - - e- A --- 10 . s ! \ w i - i. - - - r. -l - -+. - -- :.- ---- l l Y. ----- - h - 6 \ ......L.....4....- .4......- $ a. . $..'{ . ... ... . . _ . - . . . . . . . . - . . \a' l x j 0 :- 0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.0'10 Deflection (inches) H02: Equipment Hatch Tangential Azimuth: 341 deg. 00 min. Elev./ Rad. 92.58 ft. t I 1 I h 4 I 8 t I I i i I i ! i . j 's- - i - 55 - - - - - - - 's s, . ~A- .s s - s 45 ---- X s _ 's, x - - -- CD A0 -- . . \ .e m \ -\ Q. 35 - \ ' \ \ s O 30 -- - L . A a - m 25 -- m , -. x ,,, . L 20 -
- a. -
15 -- >( N , '~ 10 - --- \, N.\ h ' 5 - ~ ^, - .- t i ; ! ; N' I I ' 0 -0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.00. 0.004 0.005 Deflection (inches) - ^ H03: Equipment Hatch Tangential l Azimuth: 341 deg. 00 Jrain. ' Elev./ Rad. 94.85 ft. I , i 4 . N so I i . ; i : - - }- - ---- ---' - ib i -- - - - I - I ' 55 - i . . : i i t - - - -- ; - - - - /- - 50 - - i * / , 3 . ,i :. ' 45 - - - .- - - -f 1 i
- i m y .
O) 40 ----r - - --'-s-- -- i : .m i i - m . . , a - - - + - 35 - '. - s_ I I - '- +- -- -- 30 - - - - - G3 t : ks . 3 : - y n . . .. . : . . m - as - - . . . . . . . . . ;. . : s ,.: - m 's : G) s... ._ 4 . . . . ,; ( 2Q
- o. . ; '.s s
, ~ . . s is _ . . . . . . . _ . . . . _ .. ..
- x. .
. . . .s , x ' t 10 . i ~ / - - -- 1 --r- -~- - 5 --+--.--- *
- . i i
/ t s * * ! / -' I ' 0 -0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005 Deflection (inches) H04: Equipment Hatch Tangential Azimuth: 341 deg. 00 min. Eley./ Rad. 76.90 ft. I I l l O 80 i I - --- -I-r ~ 55 -----{- -i- -- 1 t .-I-- . F .,t-i I ! l ; l i i /; 50 ; ---:-- I-- ---! - .F -- /-j- -- i q *I / . y -- it - : ; C1 40 i s il , (n ! is ' --s-m a 35 . i -- 4 i [ .i. : i.-. -j g gQ t k
- 's, .
3 ---E h-s - (n 25 --- - i- - c- . (n ~', ~ , , e : ; 's s L 20 , t- + -. - - .- i
- a. .
t 's s . , s 15 - -- - -l - 2 - F i ~ s: 't f to i i i ; ' . -l / . ,/ i-- :- i s' - l' 5 1- - - -k - ' i ! i ! i l / i ' I l 0 l -0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005 ! Deflection (inches) 1 i . H05: Equipment Hatch Tangential J Azimuth: 341 deg. 00 min. Eley./ Rad. 71.58 ft. 1 1 i l 60 '> Y--- - - - - -- 55 t , i - -- 7---
- i i, f .
1 . i. . s , s 50 -+----}-----+---------- il.- f , F- r-~~~--- l, ; ! t l , 45 --{ -- i - - - --~;, - N, - k. -- - +j-- --ffb - --' ---- h. - . ! i i i-m : i i
- l L -+ - -i C) 40 - --
~T - -- '!- --- - "- } - y -- - }- I , - i : i i : , u) . . > . - - - - * -k -- .....,s.....>..m. . . . . -a. e } v : , , i l i !. !. ,l . , \ z9 30 - ... -... . . .. .N . . ... '7 l . .-- _ . . .] *s ' I i L - l -!
- l 4 i ,
3 - k - -- -N-- -k-- - - N-- sl ~-% - --- - i- J-U) 25 ~ U) CD l i I l \g's l ; L 20 4 -f- 'Rxd --- } - [1. t j f - ---- i} --{---- i i + ; {- .P ss s - - - - }--- 2-Q - , ---- '----- i' {!. - 15 -]- ~ -- - ,- - - ~ f-- - -- --}- - -- f
- : x,
- i. . . ]. i. i, \ t I ! 1 l {Q .h. . .. g(-........j. ..L ...n . fy ..... 5.... .... .I..........}.; ..\. s. rt
- t. *
- i
- \c i.
g- - - - - i - - - -- - - -- r- -- 1 i 1 --- 5 .. r, s \ i : o -0.020 -0.018 -0.018 -0.014 -0.012 -0.010 -0.008 -0.008. -0.004 -0.002 -0.000 Deflection (inches) . H06: EquipmentHatchTangential Azimuth: 341 deg. 00 min. Eley. Rad. 69.35 ft. l ! , 1 l , l l l i I i 1 t -w- - i - - ---~
- 60 l 1 ( --!- ! l i } }
) i . r ! i
- I t y. . . '
j - - - - ^ - ~ - -~ l - --- V - - - - - c r- . 55 - - -i. . f ' - " - - '------> -- - 4- ' . - -/- - - 50 * - ~ i n i . - . . ..' = * , / g f a ~ m >{ . . - - . . . . .i g 40 _ _ _ . . . f . r-, ~ ' W ' i -r - - - - - O. 35 -- 2 %e . . . . ~- .j. ... . .. , g3 30 , ' ~-- - -o- -- - - W 25 '
- i t . ,
GJ , 1- - - - -- 20 L 3 i 1 g P l-'- --4 - - - - - l- - - - - - - 15 - - - - - - - - - - - - -- - i */ . . . ;f'. ...r . jQ - - - . i. r / l----- --- - -- - -- + . 5 - ,- -- - -- -/ i i<' ' ! r. i f i. l l _ ./ l o .. ' 0.000 0.002 0.004 0.COS 0.000 0.010 0.012 0.014 0.01S 0.010 0.020 j Def.lection (inches) > c H07: EquipmentHatchTangential j Azimuth: 348 deg. 53 min. E. lev./ Rad. 82.35 ft. t . l , 6 - m 80 I ; i f 55 - - - - i- - --- -l-- -- --- --- --- - ,- t ~ --- i 4 ! i I l! t -i 50 -l 8 + - - - + - - - --- + -3C1-li--- l l : l i f l / 1 ! 45 --~- -- -- { - b--- .-- \~ ~ ~$*"<$ r"~" i. '
- i e c i
! i 1 { ! m ao . . .. ; . . . . .. . . . . . . . y . -. , - -. .--s , ..- . ;. - . ; : i . .r, j i I m i r.-- ,!!--------?.---~.-
- a. 35
- e. r ,
m I, ! ! ! . i ' d : ! ! l
- ; l i
+ ---~ T ~ + - - ~~t -- 0 30 - - - t -- - -- - - i --- - -L---i---$;s ' t i ! . j ' 3 i i '- --+- m 25 - - t -- - - = -- - a - --- - +! --c t- ' r, . m ! !- l ! ~ l'ss ,. : ! l e i - i i L 20 -j- ----[-- --t - -- l- - j;--- t ~ - K -"s ': : 0 ; : : i
- s .
j - -- i . i. , . . x F- -- "t, - ~1 ' C-15 - !. - -- .f -- - - .. ,x
- a
; : ( So }..-- j ....-..+...-. i j ---.1----- -[ ; + - --+ + 8 1 - s 5 -- - ~ h - ,l - - - i---- * .' + - -"---~-" n s I i 0 -0.005 -0.c04 -0.003 --0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005 Deflection (inches) H08: Equipment Hatch Tangential Azimuth: 359 deg. 58 min. jley./ Rad. 82.35 ft. . O D 4 , - - - - - . - . - - . ~- ,- - 1 80 l I I I . -. L i ss , 7, . _ _ . $ I \ 50 -- F - -=: -- -- - l ; --- -+i---s-----'*--- i ; .[ : 5 +-4-k-45 -- + - -i - -- - - - :- - - - - +, - - I f & I l g
- x, i -r - t G 40
-v m ; i j -----------*----!-------.-----'/ i i l i 7 (D Q_ 35 l g . + - -.-]-. - - -. .p. l- .. !l/. - - i i. , . i. 1 ,i I / - l .-_V y _L. . .. }- ,-. -- ; -_ m 30 ! ! ,x L ! . 3 1- : l i----/ ; / ------k - (n 25 , i (O -I !, l. I. V. t i e i . , i-L O_ 20 -- r-- i 0 --- - f t -' ! ! t 15 -r ---f. , .-f' ' -- j- f. -- - h- - i + ; x . si ' --- - ;; -- 'y 10 ,- , - 5l. y -k- . i - --?. ! l /; ', /l l 5 J - , -t - i - - . -+-------;-------- / / / ; O -, 0.000 0.002 0.004 0.008 0.008 0.010 0.012 0.014 0.018 0.018 0.020 Deflection (inches) H09: Equipment Hatch Tangential Azimuth: 332 deg. 31 min. Elev./ Rad. 82.35 ft. 4 ) 80 > l 4 - Y ) 1 55 - - - - s . i sl - 9 ! t, 1 , , f : 3
- - r 2 s
; i - 1 1 s 50 T v-- r -- m l l t -- --g /. - , s s I- ! 3 I st s, 4$ -..h_........-+.--.--....-..--...;.-----M---4----3G- g --' i-- - i . . I s + . : i t J s . h 't m l . f k
- 0) 40 -:;
- -- F - ----
- -t. - =+ - -t- ;
-- i-- - - - e t , - - - ae i .m : i
- , . i .
U) ! ! ! ! ; f 1 Q. 35 -- - F - - - --{- - r ti- - # -----~j- T- t j --- , s . i. r . . , ? . i l .~y m-a 30 ......L_ i ..}- .. --}~ .~ . - -- : - . . .--h, X i L ; i :. ; e 3 i i i
- i. i
', e e' !. ) ! ------i,- ~ ~ ---~-t---- U) 25 = +- . - -~ , - .s - i m . i, i ) / . G) ; : . ; / / -- - - +- L 20 -+----+ -- 7--- , ' CL i i 5 ./ , t / I 1 15 -- - r- - - - - - -{ -{-- -r-;L 1 - ---ii - - - - - - ~ - - e . l [ , X a - , .s t . =l- * ) -A - n -- -g ---1,- - --i --- 10 g -- V, - - +! t 6 s E l, l
- sl 4
s t s i j l *\ 5 .---------1-----:-----+i - - - -- --- --- - r "s --- -- ?, s : l-l s , i I 0 I
- - 'W
-0.005 -0.004 -0.003 -0.002 -0.001 -0.000 0.001 0.002 0.003 0.004 0.005 Deflection (inches) , H10: EquipmentHatchTangential Azimuth: 321deg.58 min. Eley./ Rad. 82.35ft. - h e I e 8 e ~m. _ , -. _ - - - , , , ,,- .- , ,,, . - ~ ( f 60 1 I I - - Y } }' 55 A --- l. -- -t t- - ;g # ; ! . g I i ! I t
- 1 -. ,
a . ,- L. x-50 . . - - --
- i s i l .
. i # l l ; ; s : i I *i ! : . --- L[---b - L t-i :: - - ! 45 - - r --- - t : : . . .
- ./ !
; I : ; ! h ri = - -- - - [- -- 01 .r1 A0 M.-- f-- +- : i i I (D $ ! i } . v D. 35 - ------{----+-- ~ -- , - - - - ~ - - + - - - - t+ - - - * -' - - ' ! i i ! . i e 30 - l---- --- i !- L' - - <- - t--: 5 L { 'l - e :-- -- - ! i 4!s. 3 : ! ! /: i (n 25 -t-- -h- ~ l -- L---> M -- -- '- ----------AL- t - i G l : i l i O i i i : i \ j J-i Hw-j ---L----- - -L---- L 20 4 . t n 1 - I , . ! ; t i 's . s ! 3 i i, - t \ r t t 15 *- : i - -- - j. . 3 ; , i , r
- I l '
l Y i , 3< ' i i - i i ; ; / l-- -- . l 10 = - - - - - - ~ na- ----+---- i c 1 1 ; i 1 , = i 1 . I : . . , i 5 -4 - .3 - ! - - . - - . - . - - i l e .4 I I s O . -0,020 -0.018 -0.012 -0 008 -0.004 -0.000 0.004 0.008 0.012 0.018 0.020 i Deflection (inches) I i Hit Equipment Hatch Tangential 1 Azimuth: 356deg.36 min. - Eley./ Rad. 82.35 ft. , 1 l ' G J I 1
- O 60 Y
55 - - 4- . - - t-- = .
- i s' l i
- l. .
i 1 " - ~ - - - - - - ' - 50 ' ' I f ,! l
- i ! l [
- : : , i
-.+--.---..- 4g . _ _.. . , _ . - j ;# I l - i i* ! I ! i os -
- c .
O) 40 i a---'= -- ? ,le i l rt I. s(. , s c U) Q. 35 + -- - j - -- + e - r j j - -i.- - +i I i I v 8 i . , c r , O 30 -- I l , , ---i-------'-- i L i i ! i ; ~3 ; ' L's
- i j i I
'%+j ' ' b. U) 25 --i.- .' 4, .s 's . i U) ! l a) t i 's. : : . 1 L 20 ,=- 4- L -- - - + '- z -l- J-- = - - 's[.s ! l Q. : i ! ; s ! 15 l i- --d-i, --i 'Nj's - -i-- - i - + ' l . ' x i s + i .i ' 10 l-~ l -E ; \-i-Si
- i l
, : 1 v t l \ . l . I e i 5 --- -; --L\\ -- \ \ 0 - -0.005 -0.004 -0.003 -0.002 -0.601 -0.000 0.001 0.002 0.003 0.004 0.005 Deflection (inches) H12: Equipment Hatch Tangential , Azimuth: 7 deg. 20 min. Eley./ Rad. 82.35ft. .] I 60 t l "- --+--; !- ! 55 - - " --- t-- - - r -- r,8 :
- i. : i
, i' ' ---+-----------;----f---------- ! 50 ------+--4 - i i .: . , i t 45 -L----+-------- : --- - --~ - +- --- l- - - - - - - - - l ! A t m -p-CD 40 - - - ---i -- -- L
- -/ - :--- - ----i------
; i r1 ! !. ,i . , in .
- - -. 'j. .
. i, .i....-_.-......-..4.......-.1_. 35 L-. . W a_ . l / 1 * / i - < - : --- - D 30 =- t-- - - = -l - -- - - ., L ! ,x . . ., t . 3 .....a . .l . . . . __ . ......) . . -. m 25 ....; -. - i: I m - D : / f 20 -- '--t--- N- : - - - :- --. t C.
- 0. !.---- 4 /
i i , 15 b t-- -- - - --- 1- - - - -- t w i-I 10 I ../..._. .w . I i r
- i. .
I ' . . . . . , l $ . . . . . .l.- . .. .. H ..... 4 ...4..... _ , . . . . . . i . t 1 t ; te I i i 'r l l I l ; l - 0 .- I 0.000 0.020 0.040 0.000 0.000 0,100 0.120 0.140 0.160 0.180 0.200 l ! Deflection (.in on e s) Hi3: Equipment Hatch Radial A7.imuth: 341 deg. 00 min. Elev./ Rad. 87.68 ft. 1 J t 60 g l i ! 55 . . -------i - -- L r-
- : : i 1 I
~ ,I 1 : ! l . -i, - - +- ----l--;= 50 ; t - -4 --t. . ; i , i : i ,/
- l. : : .
. . t < . 45 4.- a . 4.-- r -- --T ,-N- - - . : i i e. . t ; . . ; / m t s t . , )< cn 40 --+- M --7----,"-------- m ' ; i ', < l . y) . .
- i. . .
Q. 35 4 J- , + -- -- i - ei + - - - - - + - - - - - - v j , j ,e . ; t e ; i . i e G.) 30 3 -- - - X ' L I / i e ; e
- D ,
t ' ' ' l 25 ' -- - -- 4 --~~--+< -r - - - - U) . U) , l ! j,' i CD l ! i e'! ! i [ t 20 ,- -t --- l - / -t- e - t--- --- - - - - O- ;
- i. i e' i !
15 . \ -- - - - - - +i. t - i, 1 4,- - -- -F. -- . . . y . e i , e 3 , to l- N Y -- ; I- I -- b- -- - - - - -
- e. '
i , t-i ,/ i . . . - t - t 5 -- - 4,f - - -~ - l - - - -+ - - f - q - - , i- / ' I 0 : :' O.000 0.010 0.020 0.030 0.040 0.050 0.000 0.070 0.080 0.090 0.100 Deflection (inches) H14: Equipment Hatch Radial , Azimuth: 341 deg. 00 min. Elev./ Rad. 91.10 ft. l 80 i I , I I s g 4 . . .. .. a . . . . f. . . .-. .y. . . . Q.- - . ..J i - . p. ,/;. .' -M . . . . . . . . . 4. ,. .. .f.-.......--. . i
- I
' ~ --+-- - - - *- 4-- " ' - - - - - 45 -- / . s f
- x. .
Q dQ -....y..... .'.~~.1......44-.--.--...-.. - - , ...1 -- .n . $ a / - -l------ a 35 -- J --- - > - - - * - --- - ,L - - - - - v . . -. . - . .j- . :-- ... . . - . - ~ . . - - . . - m 30 -: - .- - . - . .. .q . . t t , . i ,x . D / -----u---- U) 25 , -/- - - - - --- -- i u) e -a ---r'----+-- / = - - - - - -- -- - - - - - - L 20 -- - - Q. ; 1- . . L. .. . . - . . - .y....~.4 - . - , . . . . . _ - . s . . . . . - - . . {5 .. -- .. . / / f b
- 10 - --- - / -
/ "-----+--7---+------- t ,/ . . I - / i l . 5 - - ---- - - - - - - ; p------ - /r - - - T - - - r- ,- --- - - I l/ l l t 1 ..l' i i i t i 0 .. 0.000 0.010 0.020 0.03') 0.040 0.050 0.000 0.070 0.000 0.090 0.100 ; Deflection (inches) H15: Equipment Hatch Radial l 94.85 ft. ~ Azimuth: 341 deg. 00 min. Elev./ Rad. e I - s J 80 i t !. i. !- l l. l 1 s i t . g + t . 1 - - - - - -- - r ; -- l ----~--->-------i-- r-55 I - i g i I . l ,
- - -- + - -- - +f 50 a 4----
- ~ -l -- I - - - -' i -- ' i
- i p
- ~ + - '-- -- -- - - ~~-----4---'- -- - 45 . / ' t m , - r ; - -- - - - - -- O) 40 , ri / , D O. 35 -- '- - -- -- - - - - - - - - - i-l "- - - - - -- -- w i i / L. ., . . . . . .. . . ._ . .f . . . .p . .. . . j. . . . . . - m 30 -.-- x . t ; / . , e--- ,I - / - , _ . . . ' . .. ..?...... /...,.. .. . .. Q f . m i / . C /. --- '~ - - - L 20 -- l------ 1 l '. . W ,. ' / ~? I ._ . . . ..../- .. . . . . . .; - . . . . {$ _ ... / t' i - . .... .... _ d. . _ . ..; . . . . . . . .. .. .- {Q '/ t / ' * $/ 5 ; -l---v- I -t l l 6 ]-- t r ,/:, , ; i ' i l i ' I ;^ 0 :: O.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.100 0.100 0.200 Deflection (inches) ! Hi6: Equipment Hatch Radial 76.91 ft. ~ Azimuth: 341 deg. 00 min. Elev./ Rad. I 60 l l-l 1 I i 55 - - - - i - r - - -$- - - . --+- * * -/ - - :-- - l- -- / a t . / j * - 2 50 -+---~--"--l----I---- ' f./---- g T / i . i : ' - - - - - --- * +- -"- - - 45 - - r- -- L- -- + g / <*9 / I I / m ,
- *x ,
_ . . ._ ./_. g 4Q y. 5 / } ; / r-t , s U) , i +-- ----- + - - 1--- - - O. 35 , / v / I / / Q) gQ _ _ . . . .,.. .p..~. ..L . ... ..hf. - . . . . .. - . . _ . . . . . . L i / , J : X - - - - - - : ---- /- - - - - - - - U) 25 - ' / ' / h) G) l -- -s--~ - - - - - - - - - - L 20 --- - Y -- e . s ,/ {$ . . +. . - ._ . / .. . q ... . / .Y . i / '. . 1 ...... . . ... . ' .p . . . . . .' . . . _ . . . . . ) {Q - . . i : . /, * , / t , i . ..a . . . $ - 6 . . t j' - -j- . t 8 p
- j
} e I /h 1 l l l _ _/ i 0 .. 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.180 0.180 0.200 Deflection (inches) i l H17: Equipment Hatch Radial l Azimuth: 341 deg. 00 min. Elev./ Rad. 73.60 ft. I 1 1 J 60 t --- - - - - - - - - - ~~ -- - - - - --- - -r-t - m 55 . l . i , i ; . j1 - ! ! : i ! 50 l- -- +L --t--- , - -F- - - --i-{ --J - - y ; l I ! l ! ['
- i
-- j l - *ii A5 --{-- .s a / e l ' / I I i I I l e f, : m : : 'x--- ,! . - -- -- - -- - - k - - - ~ - - - - - - - - i -' - -- - - O) 40 3- ! t / I e , r-t . . I U) i
- f :
-------e ~ ~ -- - +,i ---- i - - j - v O. 35 {- -- -- - > ! t ' i I. i. . i. , ,i I i i . + a,..- 4 4
- ; i q3 30 -+....s.. ...s.- - . x ... .-4 . . .
L l l ! l Y I , ! I a i i ; .'; -~ . -. ai - .._ _ [ --- - [ . . t y3 gg _L T - +. - -. + - ~ ~,.i' e i . . I / ; U)
- 0) !
- l. ,' I i L 20 -+------4--- ' '
+-"----r -- - +- -- - s' - - - - V - -- Q. l ! . / t . . ! } 15 - -- -- I- - -? . / - -' M* e -n-i - - --- l- ! i
- i/ e l
t i i-to + - - ,,,4-- -i --- - - - - - r - - . - - - - b -- t * /. . ; ! j < . -'-4 - ;'- -}- 5 --- - / t----- - / s1 0 . -- 0.000 0.020 0.040 0.080 0.080 0.100 0.120 0.140 0.180 0.180 0.200 Deflection (inches) Hi8: Equipment Hatch Radial Azimuth: 341 deg. 00 min. Eley./ Rad. 69.85 ft. l l . a f. d N l e t N 55 l . -- ;--- --- r - - 7 ,ry-- - - ;- -- p l l . ! i ' i e . i 1 : i ! I !' i 4 J.....'.------- . i l g -- . - - - . - - - - g - L .[ . . . I l I I . t I ' f I i f 1 --- -- - b' ----l, - -- i ; 4, i 45 , . i j , ;/ ) ; o - 2 ; e t ' G 40 !- - t - --- -- - - -M I I / ! I ( d l {- : ; .
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W . i ! s 1 -- - - - -- t i v D. 35 - +--; I 5 - -- - - L - - i *- I/ # I i < l : fi , i o 30 i i l .. ;-.- ...'.-u .. . . - . . . - ' -.7 ! i L I i <$ l, , ~'. J i ; } / i - W 25 -- I - - -i -r f J --- i- - - -- h- --- - :l - - - - / l ), m . l f j o O : i l L 20 i-- - --P --- -f . - - a--- ---f-- - - - t - - " 4 l /i l 4 j - i -- l-15 -l- I --- -J - -l - - - a ; .- } - -- q l - - -- -- ~ -- / i ! ! i i . t f ; ; i , ; -- - s - - - L - -- - l - - - ' - - - - ; --- - i - - - --"r 10 - a - - ' . t i 1 l . i: ; ; /! i . i . -- \ - 4 -- i - ---- ---f- j'- -( - -- --}---f b- -- 5 / / l' , 0 - 0.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.160 0.180 0.200 Deflection (inches) Hi9: Equipment Hatch Radial Azimuth: 350 deg. 50 min. Eley./ Rad. 82 35 ft. . b ] - - -- -- 8 60 i # 1 - -l - 55 -t -v - - - - -- ti- , g --ir ;f a j ! ! . 7 , j 50 -+-; - - -- - - l-- --- -} i e . - - lr-If j l - f t , l l /! ' ' 4- -t - - - - AS - -L f r--- - , i i i . - !a i , ; e ! ' i. n 1 s -- ;- 3 e --- A f 40 -{ - i - - -* O) -- i- ; 'i ! i r-t i / i ! l i (D ) + ' 4- ' - - - - * - -r - -- -i - O. 35 i . : v l /- ' . i i I i* i Q) 30 l --- -- -h- / ----j-L- }- --!- x - L . i
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.i . i '8 (D 25 -- - - r-- - -- f /' - -t - (D . .
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I--+- - I~ - -l -- to - - -} - -l-Ii ! ; / j : . ' t ; . "i !' . i . i- '- i--- ----t-- I - -- l - - - 5 i t s i I ' , ,i I I L l g .. l 0.000 0.020 0.040 0.080 0.080 0.100 0.120 0.140 0.100 0.180 0.200 Deflection (inches) H20: Equipment Hatch Radial Azimuth: 3 deg. 56 min. Elev./ Rad. 82.35 ft. ) I e i I t i i 60 r- - - - - - 5-- --- l 55 / t l l , , . t i
- l. l g .
50 - - - - - r --r - - - - - '
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i i m t C) 40 1x-- i- --- r-t I , # I 6 U) Q. 35 - -- = I------ - ,/ . -- -----+ - i --4 -- - 1 1 , 1 - j l ' i ,-.--..)' j l , -p_ q3 30 -. i L , M i a < ; -- A - -f :i----f,---;-- U) 25 ~ ~ - I e i i ' U) i ' 8 ! G) ! , ._ ._ lu . . _ I_ _.. _ jg _ . -_ .; _ _.. . I .e.____. _. _- t 20 -. .. o_ T I t/ . 1 ; j l i . t I t : is . . . - 4 _._._ 4 . _ __4 .__ - _ .4 .._ . p ....... p ._ _ .i.. - ._.. - /t t . s 7i t i 10 y' - L--q--..--h_- li -- - j -i---I - / i , t A l s ' l ! ( / 1 --- - - --- - 4 5 <- --- - ,+ : 0 I / o= 0.200' O.000 0.020 0.040 0.000 0.000 0.100 0.120 0.140 0.180 0.180 Deflection (inches) 1 ~ ~ H21: Equipment Hatch Radial Azimuth: 331 deg. 05 min. Elev./ Rad. 82.35 ft. ] t 80 I Y 55 - j,e l 8 i -- .. s.----.- 50 -.. i i: - 45 l- , -- +y l ['- - -~ *i - \ -- a r-t 40 l l lh p..-.q_._..,-- r , I j (D r /i ! : O. 35 L ---i - - !: _..s-. - , _
- I ;
w l - I g / f I e f ' CD 30 -I ' ,x / I { l L 3 j' i (n 25 ; ,e - t- - -F- - i m - c) ' L 20 , i-- s'- . - - .-- - . - - . - -y - Q i e' , J - i . ,/ 15 3 l - -- 3 ----- ! . / 7 , i 10 7 ,' -- r -- - l -- - - - j - - -- i r s l 5 , \ / 0 - O.000 0.010 0".020 0.030 U.040 0.050 0.000 0.070 0.080 0.090 0.100 Deflection (inches) H22: Equipment Hatch Radial Azimuth: 321deg.59 min. Elev./ Rad. 82.35 ft. 4 1 t t i 80 l ' N - - - + - - - - 55 -- 1 l - /' f? / --t---- -4 l -+ i ' 50 - - - 8 ; i l i . ,t I I i , 45 l = - fr- --fh- -"-j- ' -- - --!- t , I t X l e .i l m *;- - - -+ - --- i - - G 40 .[ I l ~ --- - -h. - - 3 ' } - H ,1 i . a l t 1 < O. 35 -- + 4----$li -- l . --~ - m i I l', j . , e g i. ,i_ _ - f 'l -- I _-t - - ; , 30 t ; : /,! : I , j D i I '! L i i ; m 25 - '/ 4 - -A- , -- : D [ -- - l l : ! '1 \ o j i +- .---a---- - - - - - -f= t 20 - Q 3 / / g l J-f - - --- - - i- - i-- 15 x , l --- - f. l l i / l .+,/__ a._._ a -
- ._.+..._.p_
to _ ! I + f s } /i I ! j i /l 5 = -- - -/- ^ - - l--- - - ~ - - ' - ~L- / / / 0 :- 0.200' O.000 0.020 0.040 0.080 0.080 0.100 0.120 0.140 0.100 0.180 Deflection (inches) l H23: Equipment Hatch Radial ! 1 Azimuth: 356 deg. 36 min. Eley./ Rad. 82.35 ft. )
- l i
60 . 55 /l \ L--- 50 / ,'l 7 r-- 45 - 7 l- - i ! ! li I i if I ^ l M C) 40 ,- i , s t-r1 l ,l 1 U) '
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-- '-- + - - - + Q. 35 l -t--- < ,f !' l : - -- O 30 , l L y / ' '3 c' i U) 25 i i -- J ]l'- ,' = I -f' ! U) ' ' O !' , l' L 20 - - - 1 I l l / } L----- 15 l- i I / - -- j i / l 10 f--- -- , i i 5 . ._ ... 7-- / s' 0 :. O.000 0.020 0.040 0.000 0.000 0,100 0.120 0.140 0.180 0.180 0.200 Deflection (inches) H24: Equipment Hatch Radial ' Azimuth: 13deg.21 min. Elev./ Rad. 82.35 ft. 4 l I 60 I i I I, ; 9 !. . l- - 4 :- - - - - - - 55 - - 1 i . i . . . / . l t ./ , 50 --- -+-- I b- -i - - 5' /' i t * /' . i / . : . ,A . . 45 .. .7 7 '- . l 7' ; ; i x m . . .$. ...j... . .j. . . . - ! Q
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4Q . .p/ . > .n ; U) : i /', i ; .
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- / .
n W , /' . /. i : / -- 15 ---+- / . s - --:- - ; / : ,/ . / - ; . - \ 10 I - / , /'; . . i . i ; . . ( - l- -. - 4- - - - - 4-- -- 5 - -- / i l ! r ' / 'l O .- 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Deflection (inches) i W49: Apex Vertical 1 Azimuth: 0 deg. 00 min. Eley./ Rad. 0.00ft. l l .i 1 l l Client: LiLco Elev. p g ', y " ( , / W__ '^ ~ -- \ / / ff / / L / / / , / / .t c / , , / ' / / / / / I'/ ,/ / / , / / / / : / Elev. y p ' y // / / A::imuth : 39/ Er //erre./r Pressure: =27 pf/f c-e : ? - s -a ; . .,. ,,, d. k:.. Time: 0 638 Reviewed by: N ebE% ( j . Client: LiLco WJE No: 801279 Elev. fg,' p , APEA iYo (- ! U \ / . / E' I' h - _ - --#h , \ , \ \ . i l / / i / / / ' / / / / 3 / / , / / , / , / / / / i ., / ' / , / 4 / . / ) Elev. yf '. V / # ! / . ) l i Azimuth: 39/ Er //nch Pressure: /d o ei o - Dato: / - J ~ 9 *l. Surveyed by: . , At . . Time: /f J * /r R ! , . Reviewed by: [. I - , . _ ,, _ ,-,.m-_m.. . ..r-. , , ,_._.,..._,..--------r - - - - - - - - - , - - - , - - - - - - - - - - = Client: LiLco WJE No: 801279 ~ Elev. f 4 9 '# - I 1 ( ) />/! s j K___ - --r - s \ ' ' \- / 1 / ' l / / / . / , / / / , a / / / / / , ~ ,/. / / / / ' / / / . / / / / Elev. y y !.y * / / Azimuth: 39/ Ep p, 7 c/, Pressure: fd a ti e D.2te : 7-3-#1- surveyed by: PL , Time: _ 2. "2 2 4# ##J Reviewed by: . Im [e -2, ,J~ ']. -7 Client: LiLco idJE No : 801279 i x AEEA No . & Elev. 94 "Y p ! i fj , ( ~- _ - o..., . . . . . - , , ',Nm \ s 7 / ' / > J. l \/ / / / ;; [ .. l- /
- < / '
j i , ~ / / / / / ' , / , / '~ / / , / Elev. 77 ' V" A L t-(, ,,, j e u C. , L c. it.f_ _ _ y a y e J. $ , o o r~ /ob /ei< I 39/ //s4 rc/p O Azimuth: 87 Pressure: . Date: /- f-8 2 Surveyed by: d.e ". , o c Time: /ff> // RJ Reviewed by: M ( - L i Client: LiLco WJE No: 801279 Elev. g y ' y Sb ' .t ; i l ~ ! / o.o of e ~ ~ .i ' s l I / l n l
- O PPl!V R
\ s / i n // \ - 1 i /{ l / . / / / / x, ln n e,lc / , / Elev. 'g t g g y,4 j g,(, yy/ g g ,7, g 2 ya ' y
- Azimuth: 3V/ 8e // . -d Pres'sure: O Date: 7-9-S L Surveyed by: f. [ CN ., . . ,
p / ' Time: O P O O_ #RJ Reviewed by: I i a J L Client: LiLco ' WJE Mo: 801279 Elev. 7 7 ',, y // / / . ~ ~ ) -- n i ,r o.e ) ) ~ \ - o.oef^ ( . /0 % , APPIM,e' y - r (. . l RL. l l h O' / . 8 j . l . h '/ / Elev. / 'A ).L C A A s)c. s le s) x, /nn e,f M oe ****r sonic 1r , / . !* *1
- L '
/ - 3') ' '/
- Azimuth: 3M/ 6 0-
, // o <r4 Pressure: _ Jd p r /,* _ ~ j Date: 7- 3 ' 8 Z Surveyed by: 6 ) [ M< s a t ~ c, 'D y Time: 7. 't. o 0 ff-R f Reviewed by: m I /' '/ ~ .m Litco Client: WJE No: 801279 gf(( g [ Elev.pp8,y * , 13 - , I . \ jlS / l .! l'? 1 _ , 8S j % O-
- S F
{ V I , \ . \ .j l \ i t l ' % a , % \ f f '."D yi p q \ U >! \ - t l ; i ~ ; l l .-W
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I I l i ' y Yb Vt << f r o we y . . ssl Elev. g p t. y !! "' Azimuth: '/ Pressure: Date: '7' [.'/I- Surveyed by: . , , . # I Time: A' " /' Reviewed by: . J
- 1 4
Client: LiLco* o WJE No: 801279 Elev. , 77 '- y # b ' 'l / t -s/ ~ ___ ~ ./ _ .- s l / r i 'lo - 1 9 , \ i neow/ \ . '/ (. ,/ t / / I / /m ln, ,,l / / Elev. g,$ #_ y
- Azimuth: 3Y/ 6 o. // , ,._f Pressure: [d /
ore c ' Date: 7-3-82 Surveyed by: m -p_ Time: /530 #Af Reviewed by: kb ..* 1 1 I l b i Client: Lilco WJE No: 801279 Elev. 77 ' y # f ( / I / E \ g - l f } _ t. I / ; - ' ,- ( \; ' j ~ l RPPm n' \ { , f \ '/ / Jl c- / . l Y i / / '/ ' I i , ) bh? ?/ $ Elev. ', y 4 Azimuth: 3Y/ E o- // o -4 Pressure: /3 7 .t i,. Date: 7- 3 -B 2. Surveyedby:[/5' "(- _ 4' - - Time: O3 W //EJ Rev.iewed by: ,b.w e ] - . . Client : Lite.o - WJE.Nc: 801279 Elev. p p t, y " .f t
- \ 1 l
Y i j . 1l I - l ! I l ~ ' [ / 9 /o , l h e pj ri x ' 1 { NO C R. b C. 53 . 1 . l , t .i l . ) / ! k. , / / / - l !/ . I j/ ! / / i l ) . _ . i I / -l ] < ; j' /f 2 ,l MPP Ply C j li Elev. g'p L y " Azimuth: 34/ E o. //. - a Pressure: O Prc - W> 7 Date: 7- 1-8 L Surveyed by: I. b me: 0 90 e #A.r . Keviewed by: I/8e ~ _ - 4 4 ,- .,,.,t -, * - ,, y C11snt: LiLco ** 00IIN I Ho , 8 Elev, gyLy# ff R EA ...r \ / - e a ~ j ,/ ' ~ / I ' / / t C.I / / /- - / / 7 - 7/ c ro c-kg j e ,, g. A , o , n o 3- ,,,,, g,y,,, EW'Y $ L L. Azimuch: 0Y EP. SA rch Pressure: O Date: 7- P - 8 Surveyed by: [ , -2m Time: /53e /RJ. Reviewed by: - Dd J . ~ LiLeo r Client: WJE No: 801279 Elev. g p ',, p #/ ' / C \ p- ] ~ W M ^- NL / l' / / / i / I I / l * / l t / / / Elev. gp'.y
- Azimuth: 3F/ E ,. N,e c. A Pressure: Ed p ri e '
v i j Date: 7-3-62. Surveyed by: 6 ) / ' W w ..- - e q Time: 7,2 o o # 2.J Reviewed by: / m__ b , 1 l l .- 1 _ _ _ - - . . . ~ . . - . ~ - . . _ I . s client: L1 Leo U E No: 801279 Al? EA # 0 S' Elev. 77 -y , ( ;f ' L ~ - / / z / i) ,,, l 0 l / . > -). .. h . I I . 1' / \ /. > , ( , Y 'k I , . i l P i l . ; i t / I . / / / _ ~ / / d , Elev. pp . y 8 . Azimuth: 3 F/ f,, f 4,. ,,,4 Pressure': 9.2. ,, e i e __ Date: 7- 3 -S surveyed by: I/ -% ~ Time: /f 3
- r 2J Reviewed by: NMm ,
1 l J L11.co *
- Client:
WJE No: 801279 AREA F0 8 EMv. J ,* '- y " . / / \ . / I g I . l . I b I i 1 i / / x.l . / - / - l ~ / ' / ' ! / / / f - l / Elev. gp '. y (r Azimuth: 3t/) E.e # 4 rc A Pressure: - 28 oc > e 4 o j Surveyed by: pd_ Date: 07-3-Bt_ a #- m Time: 083o # ff Reviewed by: a s , b -e ~ . ma x , VU o # Client: LiLco , ,, RREA NO' Y I ,l ^ ~ / , / / I l / / ' l/ / / / / / - / Elev. gp'.y4 / - / Azimuth: 3 y/ E,p - //+rc.4 Pressure: /3~pf/o Date: 7-3-6'2. Surveyed by: df/e( < , f Time: O3V Reviewed by: _ (, .Q J ! ~
- Client: LiLco WJE No: 801379 AREA Ho . 8 Elev. 77 '. y "
( N.L . / f H. L. . ' i s i l ? t / ' / / / i l / / r I I . / / / / ~ / - / / l Elev, gg *_ y n , ff - / 4., o 4 _ O Pre _ - n; 7-Azimuth: M N/ Pressure: Date: 7-d'6 Surveyed by: MM , . Time: O 708 # #f Reviewed by: [e o. f y \ w $eMp , e %C - - -M- ,9%ggggeggh,g ggg te9t gt %%%Mf9M{gl3 q8g,% *g y 't,M 't,%"t, Clisnt: LiLco WJE No: 801279 Elev. /f i0 ( t ( t I i I. 1 I l i i ff \ l O ! Ilo - ,f - i l ~ l i i A l . i ; a. Elev. g ig p 7 o . Azimuth: 33o Pressure: o - Fe r - res /- Date: 7- /- 82. Surveyed by: [ Time: /8 00 #[f Reviewed by: m '(( //hs r/ d ed - - - - w Client: LiLeo WJE No: 801279 ir Elev. /f -i 0 _ t I l, . ,~,~ . I I i i i . I i Elev. g'o* , . Azimuth: 33o Pressure: /3 o cf o ij Date: 7-3-62, Surveyed by: . Ps. m . J Time: o E 3o arf Reviewed by: b - - - ^ _ .62 #w. us ab Client: LiLeo WJE No: 801279 Elev. /f 'o /' .. 4 j" ' ~ \ i i ,, Elev. g '.a 'e . Azimuth: 3 So * ' Pressure: kc2 of f a ] Date: 7-J-S2. surveyed by: [ , [ [ m m Time: ' /f3o g/2J Reviewed by: Mh + -.e._ Client: Litco WJE No: 801279 Elev. /f~ { o < e i t i I t i . , I ! I ' '[ (i! 1 I - e I' l I Elev. 7Lo* Azimuth: J30 Pressure: .2 P o e s e / / Date: 7 8 "L, Surveyed by: [/ b.o .-a . Time: d92.0 // Ps. Reviewed by: N Jcd u t- / t k ! M Client: LiLeo WJE No: 801279 Elev. g .o
- p. . , . -
\ - \ 0 0 e f~~ Ley th*' O.0 0$ V \ /lw .e e,. a, . \ 'o e f A __ / l[
- o. e er I
Elev. p',9 l Azimuth: 33* Pressure: S /, m,, e v - i Date: 7-J-SZ. Surveyed by: . N-m . _ l Time: 22.2o Reviewed by: [M 1 Client: Litco WJE No: 801279 Elev. g '.o ' \ l \ G \ l / f ) 3 i l 1 _- s - s N- ! / \ ~ / l 4 ALL ltACKJ 1eu L-h a, o, c o f- e I, Elev. y'a" Azimuth: 330 Pressure: 0 . Date: 7 E L Surveyed by: f7 ,,,,y, , Time: / 9 9'> NXf Reviewed by: [ b -. . m e Clisnt: LILCO . l e- WJE No: 801279 Elev. 47'.o Leu (Au i x. o. es. - H. ru e o , 1, ) s.. a r ~ l . Goth Ian H.L. ~- s' fr o a 0.c o f ln.u H. L. rhy ovy L Po m r G i-f3 t o Azimuth: 2 ff Pressure: o P r ., - r",, 7 Date: 7-/ - g 7.- Surveyed by: [ M
- /Ff" N/21 Reviewed by: M ,7,7
t C11snt: LILco I WJE No: 801279 Elev. (.7-o i i l I l .a 5 f M 'I r e Cy- e " Azimuth: - Z ff Pressure: / 3 p.ri 4 i i Date: 7- / - 8 7. Surveyed by: b, _ /b ,. , . 4 .e m Time: / F#s N E_t Reviewed by:. [ ,v e * , ' Mammm_qq Clisnt: LiLeo -w WJE No: 801279 Elev. f7-O 30 05 ~ 0:liss 0.010 . _ 13 ' O.oro 3 i. i I i i l- - t I. . I i i l 1 M ??f.~ l .. g ~ t { Ts - T' E Elev. 76 -o " # .J l* Azimuth: x I '- > Pressure: 28 o e, , * *
- E Surveyed by: M J' , , .y I"** ' # Reviewed by:
- i ~ Cliant: L1LCO . WJE No: 801279 Elev. 6 7 -o ' ~ t f \ - / N f ( ' l . { / )
- f. f~~~ f
) \ r l \ ** - ' ~ (' l I ._ , p - i ( ) ( -/ .._ t Ax n .. J / f ; t hi
- w. .
O Azie.uth : Mf Pressure: M Date: 7- J -8 Z. Surveyed by: ./ ~ n=: /ffs #af Reviewed by: # h - - - - ~ - - - . . _ m __ __x I Client: Litco WJE No: 801279 OREA U# V Elev. g _iff it k, i ( [e/. - j / < ( ._. _ - ~ { -) !( ) ' i f / ' / \ r ~>. . / ( / / , / I ^ / [ ^ / ( i i / / , x . l / l ! t / / / \ / \ (_, / j 1 \ j u .. J , , .. O i l , Elev. y 7 '. y " Azimuth: 3 F/ E,9 . // Arc h Pressure: .2 (( o f / e I / Date: 2'3-82 surveyed by: , J', , ; . Time: 0 ? t/ o N/U Reviewed by: Me s. "i J Client: Litco b'J E No : 801279 u SE E /9 10 V Elev. pg '_ /' ? ,-e ' I \- iC f . r ll (r- / ' l \ ~~. l ~. l / \ / / / / m - q - ,) - / / . / / / ' ,I " !f] / / r j '/ m } , , j j b j A , M - l l ; / \ t ._ ~ m - / \ Elev. y p '. y // Azimuth: 3 f/ E9_ // Arc h Pressure: [M / o c1 o - l Date: 2-3-82 Surveyed by: / [' // .
- I 30 M//J Reviewed by: f 8
N e m - - - - - + - - _ _ -- 3 y _ _ , _ , _ _ , _ _ -yy - Client: Litco WJE No: 801279 /7R e n s'o Y Elev. gr,y" -< / \ l l( / 2 .... ( ; _ N c ,, ,e ( ir i a / / ) '). ( 1 ( , e ) / / / i- , s \ / / / / \ i t \t l i N / - / l / i /. W' / i / D / / ./ _ i e / / / T r' i 1 (.* ', ~~' ,f ,\ , . .c __th' I l l. \ l / ( X i \ Elev. py q_ ,_ c y a ,_ g, j,,, g-j e , o , s e s- g gj g y, p e 7 ,4 2 7 :. y " Azimuth: 3 V/ [9" _ // Arc h Pressure: d~d of f 9 / / Surveyed by: 6)A * ~ Date: 7 8 2.- _e . Time: ? loo M 4_J Reviewed by: .. ry L, . - d J Client: LiLeo ICE No: 601279 Elev. g;y ' I ( / \1,.. .f l ....r__ .- , -- o*! , "\ ( )- F { (; {\ ($ ) ) ' ' ) ~~N. , ) / j - ) , / / / l' , i1 ! V / f f / / ! , l ,/ i / / .'j I / / l t' ' 9 l l // / y .} 4 x
- l. <' \
j ,/ k _A ~ s / / i ') % f 1- . , i nev- #;((" i e n e as Ie.ss u.~ o..s . ~1 s nr' Azimuth: 3 M' Ey Arch Pressure: O Date: _ /- [ -8 2 Surveyed by: I [ [ ',f* , ,t__ Time: /f 7 o ~ )//2 f Reviewed by: f, bw r b Client: Lilco WJE No: 801279 Elev. y ', y
- A ,Q l' jf NO $
_ ~ _ _ e I /. t f N \ / / ,! j i g / , l ( / / i (! ! ,/ < / %,f I l \. \ \ i h / Elev. 77 L y Azimuth: JY/ Eg percy Pressure: o - Pr - Te s r Date: 7- L- S 7, Surveyed by: ~ Time: o faa B RJ , Reviewed by: s .[, .w- , - -v - k <, "j * . Client: LiLco k'JE !!o :< ' 8012 7 9 Elev. 93'y" /)L f& C ,4 Me [~ (' . - ! 1 -( N -. -N_ _ __ I t ( 1 i 1 / . / -v % f I ' l ' v , / . 1 l l.' ) , e d i / / L [) \ } / ,e / / ./ / / N / / 't / ' / / / / l / i l , / l / / / . e^ / / / i n . j / / / / / / . ! / l / l / / Elev. y y '_ y4' Azimuth: J Y/ Eg pu t. - Pressure: /3 ,c/, + i - 7 Date: 7 9 z. surveyed by: _, , t Time: 039T Reviewed by:. / ,
- u. , . -n __
%, o k t Client: LiLco WJE No: 801279 Elev. fg Ly A (d C fl iffa. $ O ~ - - ~ l n ~ / I [ ,N % , ,; } l J ,I ^ / ' n) < N / / / - Z L / . / / / / - !/ "t / / ' / / / \ - / .I i . / l l - "~ Il' ,I , l / Elev. p p ' y // ($ / / ~ / Azimuth: J Y/ Er /Grcp Pressure: S pf/9 , oate: 7 9 t surveyed by: [,[ese.a. _ Time: O 9,30 A RJ Reviewed by: bM r i 3 6 ;; r ,
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s Client: LiLeo __ WJE No: 801279 /i-l Elev. fg '.y A 2 8f // a . [ r . c r l7l/_sw \ )L c v - l - ~- ~ _ > - e. ) , - I e ,e \ " ., s f i - w-, , *- N , g . ,'J ~g< _ m 4 . *= 7 % ; .. , <j' ' Y / i 'l. J ,. f \ j * / / .. ,- M - ? I /, / / > f k l / s- - .,n r N ,f, - ~ ) < ~, g l l: ) ~f ( l l l _/. ,! l / . 1 , -/ \ l l 1 i l l / ! : m-! . / / / ./o / ' / 1 ] ; / / Elev. y y '- y '! Azimuth: J y/ - Ev //n c.p Pressure: [.2. ,1 D 11 0 - i v / Date: 7- O - 8 L Surveyed by: C- V a4 be . _ _ Time: /f30 28 //1 Reviewed by: O e Client: LiLco WJE No: 801279 Elev. p g '. y A fd C f No. [ f f , ( I t I \ . l . % i / .' ./ )~ _ t / l k !jIl \ l / / / l ~ / f ' ) ! !' ~( l / / l / ; / / \ / / \ / / . I ! l l l l .o l l / / / Elev. ff 7 !.y Azimuth: J y/ Eg #gr e.p Pressure: [d off'Q v i j 1 Date: 7 B L surveyed by: ; _t Time: .7) o o /+ AJ Reviewed by: d _ [ p s.c r p_ l J . 3 Client: Li Lco b'J E .No : 301279 Elev. ,)g L y A2gp No , [ l , \ / ~ l( \ j -/ / l / '\ / % j' / j \1 ~I / / / / / ' \ j /
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Azimuth: J Y/ Eg pe ep Pressure: O Date: 7 ff 2. Surveyed by: [, bz, ,i, e. Time: /5/" // O Reviewed by: l ~ 9- +o * " * -
- Client: LiLco WJE No: 801279 k.EE A i Yo & \
Elev. J g ' p ,, ' 1
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/./ I i (. ' p,. t t - / ; (. v%_ - h 1 8 a ~ M ,l/ / j f - / !/ / / / \ ;( / / / / / / / ~ / / , / ! / / ,/ ,/ , - / / / ,/ , / / / i /; / / / , Elev. ? ? . y Azimuth: 39/ E, //erc/, Pressure: O /Dr * - IC > 7" Date: 7- 2, - 8 2. Surveyed by: 2 j Time: O 9 00 g- R ,$ , Reviewed by: _[d! [m%,x ~ t _ . _ . . . . . . _ . . _ Client: LILco t!JE No: 301279 Elev. y,; , p ,, s9FEA No . 6 T < /./ \ / i , \ m -- ~ - -m \ t \ , _ r l ' . / . l'/ // /\/ l / / ', j / 1 ./ / / . i i
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/ ._ r / j , I ' / l 7 l / / . p e 8 / l/ , / i Elev. yy L y 1 Azimuth: 3 P/ Er //ercr> Pressure: M o r,a l Date: 7-J - @ L Surveyed by: /_,, i zt _ Time: /5'J a N RJ . Reviewed by: , l b .-...___,_m _ -- ; -Client: LiLco r si AREA No 6 , - 1 1 / / ( '%/ % K _- r - s \ l I N- I f - . / 1 \ !/ / / , 1 / I I / / . Itj . / / / , j ! / - / / / / / / \ / Elev. yfiy* , II ,/ l l / , Az iciuth : 3 P/ E2 y,a rc h Pressure: f4 oteo Dato: 7-3 Surveyed by: [b Ti:ne : 7 ? 7# //RJ Reviewed by: . I _[ aw.2, i d J Client: LiLco WJE No: 801279 Elev. 24 [-f w /.I ( s i w ._ f \ O*00,3 fe ? d, o s h \ ] /. / , l // / / / ~ ;/ i' / A / /' / / / , , , (,. i t / 7 l / / / l ? , / , I /{ / / / / , l ./ / . ] / ALL C. Q M e- k t do 00 V o eet / Elev. 77 ' y " y ,,y y , 7 ,j_ Azimuth: 3'// E7 //srch Pressure: 0 - Date: /-f-82 . Surveyed by: 6 [ w ,'_ ,. Time: /9fd B RJ Reviewed by: 'M b ' 4 I 4 g Client: LiLeo : ! WJE No: 8012M . i Elev. g p ,, y ,, RRen ko 7 ' ) i ! l l . / / i o.o of e ~ ~ t / i , I F ( I i ) ' l. ,) i ! I i 1 l , / , I , l l \ i ' ! \* \ f[0 , (% ! \ \ , t neowl> 1 . i .t 4 1 . ~t / l j / ll
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Cliene: Litcc WJE No: 801279 Elev. g 7 '_ y II / I / . i / l /\ 0*] / A_ s \) ~' \.... r 0 \ , I l A PPldl, \ >
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- Azimuth: 07/ Sd p f /,f (0- // o 't'4 Pressure:
Date: 7-3' 82. Surveyed by:.C) [ M<Jaz--c,' >
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J Client: Litco j WJE No: 801279 4 f(( g, f Elev.ppiy# . E // 13 - / / J15 / .I \t ' 11 - 1 __ ,
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- I t . ' l i l l -W i a j . I I i . t l i i* , l I Yo wuryn. ., y y-nl j Elev. 7 p /_ p // ., Azimuth: '/ - Pressure: / // Date: ..[,/f. 7 . i Surveyed by: .-'. - Time: B i ' ' ," Reviewed by: d . h>"'* d ] -. Client: LiLco' WJE No: 801279 Elev. 77 '- y I (. / , \ ~N / "~ ~ # 9 s r ( o r -7 /
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10 Q I A PP)tv ! \ / \ l/ (' " / / / \ i / / l r / . / / ~ / i / Elev. p h '- y / .j' /( 2 l M V7 P > M. G < I i . Azimuth: 37/ 8 0. //o e2 Pressure:, fd or> c Date: 7 g 2. Surveyed by: Mw-Time: /(34 AAf Reviewed Sy: b *e t Client: LiLco l 1 WJE No: 801279 - Elev. ?p ' y # / l . i / / s -- } .
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- Azimuth: 37/ 80- // a e4 Pressure: / 3 ,, e >,o' Date: 7-3-B Z. . Surveyed by: C ,', '
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Time: O3Vf //EJ Reviewed by: ,b i. J . Client: LiLco *
- WJE No: 801279 Elev. pply" ,
e /\ 1 ' r ) ~ i l j' - lo ' ; l R PPI M\ {w' NO C R. h C 53 (- l l ' I - l l l / x, /vn e,lc / ~ / / , / Elev. g') L y - Azimuth: 39I 60 // o -el Pressure: O PTc - N J 7* _ Date: 7- 2. - B L surveyed by: 7 b Time: 0 fd 8 #R.1 Reviewed by: ] h ~f _ f 4 , _ , _ , _ . _ ,---r . - - - - - Client: LiLco WJE No: 801279 Elev. 89 LY" l SE #*S ~ .uo f bl , l < l ,y ~ . ~ j / , t / I. /
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I. - r i / / / / / / / / Elev.gg,y a p L (. n y, ,, g r , e ,) t,p o 4 9, n o ( ,,,,, , , 7, 4 , l Azimuth: 8 V/ Ef. #A rc4 Pressure: O Date: 7 - f - 8 2- Surveyed by: [ , -2 m _ I Time: /53= #RJ Reviewed by: d J + . Client: LiLco WJE Ro: 801279 FA 'O Elev. g p ', p // [ (.. \ L ~ K- / NL -/ / / . / / ! / / (. ? ;,/ . / i / f- 7 7j / / / / Elev. yy'.y E , . N ,,r e. A 6~ d pr>q Azimuth: 39/ v Pressure: ../ Date: 7-3-s L surveyed by: (4/4' c o. c_ q Time: 22 oo y gJ Reviewed by: .[/ [_ % g ., o e t t o CIAent: L1 Leo . WJE No: 801279 g , Elev. gf -y '{ / ( i i ~ - ._ r i / / ! / / / L /' / / / / < / / / // // Elev. 73 . y '/ 8 Azimuth: 3 Y/ f9. // 4,u4 Pressure: 9.1 ,, e i e Date: 7-3-8 Surveyed by: ;_ / h m Time: /f 3' F RJ Reviewed by: 5, , 4 J Client: Litco - tJJE No : 801279 gggg ffg , g Elev. f f - y c / / t , I / / 1 / ( / l / h / x - / / 7 / 7/ Elev. pp'y// Azimuth: 3t/) E, J./ A rc 4 Pressure: 28 oc > e a .,o j Date: 07-3-gL Surveyed by: e r #d n Time: 083o N ff Reviewed by: [ e t 7 Client: LiLco i HREA N*
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,N- l \ l/ / ! / / \ / l l l / l l l , Elev. yp '. y * /301/o-j Azinuth: 3 Y/ 89_ //+rc.4 Pressure: , , Dato: 7-J - 6 'Z. Surveyed by: dMd < . Time: O3V , Reviewed by: 1 g- . J Client: Litco WJE No: 801279 Elev. [f 9 '~ y c / M.L . N . L. i / 1 / ! / I / ~ / ( / . l / / Elev. g;'y' d / / /// . t Azimuth: 3 9/ f ., o ., Pressure: o Pre - n s 7- . ff Date: 7-2-62. Surveyed by: N M Time: O 708 # N/ Reviewed by: es / / I I 4, . b i , e-- Client: Litco j WJE No: 801279 /5~ i 0 Elev. l I t 6 i t j i - t = i. i* I i
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o Azimuth: 33o Pressure: O - F 8 (' - 7'E4 /- , .Date: 7 - /- 8 Z- Surveyed by: { Time: / 8 00 //[f Reviewed by: 1[N'b.p-y i f J Client: Lit.co WJE No: 801279 Elev. /fC 0 i Elev. g'o" Azimuth: 33o Pressure: /3 o c; o 1 - ) Date: 7-3-62 surveyed by: b /h t.,. d Time: oE2o /rpJ Revicked by,: b 1 i Client: LiLco WJE No: 801279 Elev. /fio !, l / I I x n _- s- -'u I . .e. / l Elev. g '. a 'e . Azimuth: 3 3a # Pressure: M ,o r / 4 Date: " 7 - J - 8 2. Surveyed by: [g/ mm Time: /f 3 o #/2J Reviewed by: M J o j 4 , Client: 1.itco WJE No: 801279 Elev. j fC o 4-Y 6 1 i i . 1 1 i lJ t i a i I t, I. 1 1 I s 3 ! I 1 . . 1 i i i i e [ - i e i 1 t l I ! . 'l ; 1 1 ! I i , i i r l 4 i l I i
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1 l l Elev. p'o* - s i Azimuth: J30 Pressure: 29 of;e ) /. / a Date: 7 8 *l, , Surveyed by: -[ / A_ m.e - 1f_ . . f . Time: 492.0 N # 1. Reviewed by: N M__ _- '_ - !k 9 1 1 4 .e . . . _ . . . _ _ _ _ qm m-- . s ' Client: LiLco l WJE No: 801279 ' l Elev. jp~ 'u 3 J i 3 .,o.eme .(~_ .l Ley tL**
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- 6 Azimuth: 33* Pressure: 5 (, m,, e v - i Date: 7 - J - S 7. Surveyed by: .[ O m y,.
Time: 2 2. 2 d Reviewed by: fb j ' b 4 - - , - -- - . . , - . - , - , - - . - . , _ . , _ . _ - , _ - , - _ . . , + , . , _ -- - - . . _ , . . _ - + - - -' - .--v, - - - -w, .r- , Client: LiLco WJE No: 801279 Elev. g ' o " \ ) s N \ ,1 I i \ v_ _. --_-_ f N /
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1 k E. L 2 t A C KJ 1ses k-laa, C, a o !" ! Elev. f '- a " Azimuth: 33o Pressure: 0 Date: 7 fd t , Surveyed by: _I _ [se, Time: / 9 99 px; Reviewed by: N,br_ -_ - e l ' Cli2nt: LILCO ,, WJE No: 801279 Elev. 4 7,-o teu +4 % He ro n o of e i isw T* i l - I - 13o th jet / H.L. ~- 4 /rn o. c o f Ia.e H. I. rA v auy L Pr ie r Q i-53 t o " Azimuth: 25T Pressure: O P r. fef r a Date: 7-/ - B E Surveyed by: [ M Time: /250 yrt3 gey$eyeg sy: Q ,,_, J 1 ; Client: LILCO / '4JE No: 801279 '~ Elev. 47 o t 1 t i, l ~ i M ' F , l s'3'- *
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/ Date: 7-/-S7. Surveyed by: [b_/Je',i,4.r.., Time: / 9#5 N Fi$ Reviewed by:. ,% l I .t . 4~ I C11atn t : LiLeo WJE No: 801279 Elev. 64-O' nO*$ 9 l:21 0.010 . I 3 .' o.oro 9 , I I I i i i i "?h ,! I i i I, I T .. L E l Elev. 8'3 -o " # . ~ Azimuth: a. 5., Pressure: 28 o e, a Date: /T[g2- Surveyed by: (() , ,p Time: 9,'pJ' Reviewed by: - J Client: LALCO , WJE No: 801279 Ele _v. G ? -o A _ t_ e 6 ) . \ i / N \. , / .. ,\ 1 t F \ ) ) . [ . ): . 1 - / k / / \ l \ \ / \ l I / - (. . l _p ' ( / 1 ! l ( -/ ( -. - X T t ) / / g -- 7 i J 1- h 53LO O Azimuth: M ,7 Pressure: M 'Date: 7- 3 ~8 2- Surveyed by: / Time: /Jf's '/'<? 1 Reviewed by: [ b .ed w - -- I ', Client: LILCO ,. WJE No: 801279 Elev. 67-o l i / r k f / ) \ , \s > ( L , j \ \ / 4 c - , x / 1 ( - ou e,. z, un fLpy 0,00 b~ VHYCJJ . r. s . 7 y y <. ..< , z , , , s. . $i x \ \ (t N b _ -=^= I s f I \ ! [ \ -/ 1 12 y \, (_ f f " J \ 53'-o Azimuth: J5f Pressure: [d Ri/ ) Date: 7-3 -B L Surveyed by: 6. F . . ,2 Time: z 2 yr u r/3 Reviewed by: 8-u 4 mm
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^ Client: LILCO , , , WJE No: 801279 Elev. /fJ-e t , r ; / ) f\ (\ r / L f f \ f I { f 1 [ \s ' /' s t ( > k ' ) ( - t' ( ) ) 1 f [ / \ - \ / nit c. <- uxi c los e ' \ t \ )$ 4 is. t . a tt h.u <Aa~ 0. 0 a r l, ( k / .\- m i \ \ . , g 7 (' \ SJ LO Azimuth 2 f5 Pressure: J p f 1,f Date: 7- P -8L Surveyed by: b_ .m rime: /fJe //MJ Reviewed by: MP"S . 4 l Client: LiLeo ' WJE No: 801279 Elev. 9g '.o ] i
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h i l wo (r i G . l I l l o .o of \' l I %. - -- . _ i i , \ t \ ~~ l g g,00 V l e { ~ ! v l 1 1 , i ! A1 t I .l i Elev. p ' , Azimuth: l' Pressure: /3 pr/ -. (##"'I#d') naie: 7-3 -8 L surveyca by: I b
- Time: o3o6 Reviewed by: I/. [A -2a --
e ] . + . Client: Litco WJE No: 80127') Elev. fg'o i 0,00'f ! I j i 1 i 'l . I f i l 3 4) . ? , ' I l l i I { ;L-. - _. __ t i - 'l / i (s i l i W IOI 1 1 ~ l-Elev. ff /.a Azimuth: k[ __ Pressure: c28 95i i Dats: 7-3-82. Surveyed by: Md_ . . - nme: o 9 er Reviewed by: # e , 4 ! Client: LiLco WJE No: 801279 Elev. f y '.o ( fe l F I i 4 ! h ( 4'r k 1 LQ f i l s t 1 , g. i . i_ - ) ! \ h k ? i ([ i = I (' i l . I i I I - - - - I ~ ~ ! i, . Elev. fj'.0 Azimuth: f Pressure: 92 a.r1 9 Date: 7-3-82. Surveyed by: , J 5. . . . . . / / Time: /[38' Reviewed by: M ,O - - a l 1 i J . = . . . . . . . , Client: Lli.co ' WJE No: 801279 Elav. Pg'o - y 1 O oof 1 M- ' OJ , . h , i p ' EJ j b ,, 5 , i o.oof o r s*- id h rch < J l L ~ _ _ _ . - - - ) 1 _n 1 v TA u t er a ur.s Leu CAes e.e o f fT s Elsv. ff '- o f5 O Pressure.. O -f)?E ~7757-Azir.uth: 7' 'O Surveyed by: Dita: 45 Reviewed by: -u - Time: l i l .. 4 Client: LiLco j. WJE No: 801279 Elev., pgic 1 1 ' l l h l \ / 1 4 r 9 I 4J l I % ) ( k 5 5 l 1 ) ' + . o.< Y o. c' 1 I - _ #- , , F ; q f T s \ i 4 i i i i t t A L t. c ro kj ),t . -. . J < f* r WJ es) p*T*L \ a. _# . ] ; I. W cpq a .a j' i l Elev. pf f a i e s # I Pressure: O - A 4 if- e >- We;< . Azimurh: 7*f *8 t Surveyed by: [ [ ,,- _ f/ Date: / f Time: __ /9 90 8R ," Reviewed by: I. 3d sw. Client: LiLco WJE No: 801279 Elev. fyiO
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S ts l 4 k ($ 7 ( ' \ ' i l f ) 000[ ,,D' , j ( f ( 1, ) i ! f ( N i l - - s i & l I + ; ..e' l l ! l Elev. pj <_ , Azimuth: 2[ Pressure: [d ! oc,o / Date: 7 B 2 Surveyed by: I domo Time: 2 /fo y es Reviewed by: __ e_ > c , a Client: LiLco WJE No: 801279 I' lev. /f,1 g g g, e R p s.k 2 fo r a t*
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/* tie n ., o . o u t' ' h ' f ', l ! g' __ -. i 7' I ' l' A t i - S 'j % .oof Y l t . i - r- tm < f I ~4 .m -% . -~<, / ~' , \ ,s-s ee , I I Elev. /jg'o Azimuth: .2. S'f Pressure: N - 8 * - 78 ~ T Date: 7 -/ -f Z Surveyed by: Nb Time: /9[3 Reviewed by: [ M M/- ' O 9 i . Clisnt: LILCO WJE No: 801279 Elev. /4~ 7.- f Lim o f oL Se + /<4 f ( - t f ^- ~ . . . 9 . p ~ f I r --r,~, ~# l 13 8 '- 0 Azimuth; 4Pf Pressure: /3 ocf 9/ ' Date: 7-S-82. Surveyed by: @ M e -- Time: - O 7 f 2. #Rr Reviewed by: _ ,U-i l I Client: Litcq,. WJE No: 801279 Elev. /,$'). ( i i i I i I,. . , .. j 0 N Y t A l l' l l0 1-l 9 N ino W# e ~ I 1 \ l i y - t .. NO:2.ost l c ]" 1 c ] . 6] l0 I ,M . %> #o I ;s 1 *:- . I i Elev. /38 l l 1 Azimuth: '- Pressure: -9 8 /' ' ' J' Date: 7/9/f2 Surveyed by: [ ./(4,, ,., ,4 / / Time: 8 f /C Reviewed by: M*'~ s ( ,- ,t: /. , - i w. e m v; 7/3 13 ,, - o 2. 7 40% *!'I 28 - 69.'O l. F E Client: L1 Leo , WJE No: 801279 .t Elev. /fA l .I t i i I f 1 1 f I ' . $ 1:< < r ~ c f ,r , . . .g j f / 4 - yT l. lo I (0 ' I Lv - pS_. r r -- u C . O ~ V. r=. l I - *o: o.ca 4!7' Cj , O! IO I 1 il M p 1 ~ ;, s.o:, yn "a t.r. Elev. /38 Azimuth: OEI Pressure: #/[ r> /(ef I - .eer d Date: 9/7 //2 Surveyed by: /f30 Reviewed by: Time: ( l . 7/t Op: :- )533 e ;y/ 71,3 l* 8J\ ~//5 13 o - 02f2 ?/! .2 C - 0910 LFE . 7/3 426 - 1530 LPs . . e l ! Client: LILCO
- l WJE No: 801279 )
Elev. /f2 l 1 1 l t L n , -r- o .t s o ,- , .1 f 1 m- _. - --- J - k 6 4 I -x o,aof J l' I i - . - _ _ w f A f~ lJ flf V /$ / ' Azimuth: .776' Pressure: f 4 a.r j o J Date: 7-3-82, Surveyed by: NM Time: /f30#11 Reviewed by: l \ *9 e Clif.nt: LILCO WJE No: 801279 Elev. /ISL L,n . ,- oL tava. 4 I (* 1 l s' f 4 LL Cv . k. t N,i. . / 8 \ f ) i J I i t ~ ~r ,- (~ \} l Azimuth: 7 Pf Pressure: O sr1 e .J Date: 7- f'-8 7 Surveyed by: I_vfMC. f ./ f Time: /9Jo #4f Reviewedby:f Y e . = l I - #s j ^~ as_ x \- -. .- .' ! ._ _ _ I ~ j l 5- - Gri ' t A ,- . 1 =< - --- -. 4 fb! ; l } M -- j '- ' ~~. [ .- A ?.. .-. , ' [ , - [ .-, b i > d ke c.:. ,X e "- i i l l Crack Inspection Area l on I Containment Wall Azimuth 300*F Elevation 8'-0" l e l 1 1 4 1 g' + . . . .. . i i E4 I l l / [/fa.T ib M M m m, i- . t CedIBrnea% ) . .y., 'Ve. _ u' '"[ ,~ 2H" l . /. , . g \ J .I .n - .,~ ** \ , .' "L ~: ~ _} _ t__ F,,,T y k, \ ! i h \\ t 'I ) -- -- I .. _Q L_ \ i 3.N h, ' '\ -hy ' ~ " I l' 'can i. ; . ., ,, q < ., , r ! 1 w_ . __ __. j \,
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-- - - -- I' -- - - - -- - - t- l - - - i- - b -- I I / 5 --,'-- - - - - --- - - - - - - - - - - - - - - - ------- ----- ---- ) / 0 - ' .020 0.040 0.000 0.000 0.100 0.120 0.140 0.180 0.180 0.200 0.000 0 ' i Deflection (inches) Wi9: Primary Vertical Azimuth: 44 deg. 28 min. Eley./ Rad. 64.92 ft. 1 1 l l l 1 l l i j l I l i l l 80 l 1 I - 4 55 - - - - - l 50 - - - - -- - }--- l -- 4 l- l j 45 ; . i i ! { l i m I i 40 --' - - -- -l--- - - - - --- ---- - - - - l Cn , I i .g ; i : U) i , 4 v a 35 h- } l i ! i l e i ' ; a j i---- - - - - - - - - - - - 4 ---- - ) - :----------- j - a) 30 . L i i l ' M i , i 3 L.. .- ! l U) 25 ', - i t-- -- t @ : l l '/ i G.) : I i e / --- A l 20 H -- -+--- ? - 4-- e ; + L j .1 a i 15 I -t ' - - F ---- 1 -----i. - [ l ! x s ! - - * - -- - = j - l 10 , g t ,- - 1 I l' - ---=- i -- - - - - - -- 5 ;~ -- 0 -- O.000' 0020 0.040 0.000 0.000 0.100 0.120 0.140 0.100 0;180 0.200 Deflection (inches) W20: Primary Vertical Azimuth: 95 deg. 0(I min. Eley./ Rad. 64.92 ft. i I l t 80 55 - - - ------1 ----r ' l I i 50 I ---r.--- -- f--- - . --- - - - -- - lr - , I. . . i l [ 45 , - --k ----h - --- I- ! : i l l l l . m l tn 40 4 - - - - -;-- - -- i, - -- -- i.- . ' l ; r1 . I i W i ! .. ! i i q 3g .- l.!, . . . . f. . .-.. . .. e s
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/ : . l l q) 30 -- L - - --- --+l-- r --- -------t---- -f -;- --- -- ;- - - - - --- L ! l X ; a . . W d5 , f 'Vyr ---- - --t- --- ' -- - j - -- - - - ' W ,- l i G) l I - i L- --- - - - -+j C. 20 4---- L -- ,-i --- - - --------i--- 1 i i y !M : : l . i ! ! l . 15 - -/' / k j - --- -- ?- i - - --i-6 t,' l l i ; sY I i ! 10 4 ' l ; : l ' , I l ! ' , i i ; ! l ' - - - - - - . . d-- .. ' ' k .. ,' l / ' 0 - ' .020 O.000 0 0.040 0.000 0.C20 0.100 0.120 0.140 0.100 0.160 0.200 ' Deflection (inches) : W21: Primary Vertical Azimuth: 171deg.40 min.}}