ea engineering: report: remedial action engineering work plan for ...

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u PROEEPRODUCTTUBE WEUHEAD . ~1 TYPICAL CABLE CQNFICURATION FOR STANDARD PRODUCT TERMINATQR SYSTEM (See chart, pg. 51) 17
S Spec
Page 1 and 2: REMEDIAL ACTION ENGINEERING WORK PL
Page 3 and 4: EA Engineering, Science, and Techno
Page 5 and 6: EL4 Engineering, Science, and Techo
Page 7 and 8: Project: 296.0074 Revision: DRAFT P
Page 9: Project: 296.0074 Revision: DRAFT P
Page 17: Project: 296.0074 Revision: DFT Pag
Page 21: EA Engineering, Science, ancl Techn
Page 24 and 25: on of the water level or wa ision a
Page 27 and 28: EA Engineering, Science, ad Technol
Page 29: Project: 296.0074 Revision: DRAFT P
Page 32 and 33: EA Engineering, Science, and Techno
Page 34 and 35: EA Tux
Page 36 and 37: 3 -.. 3
Page 38 and 39: 8 8 I I I 8 8 1 8 8 I 8 8 8 1 1 I 1
Page 40 and 41: Sam Morekas EA Program ~hlanagement
Page 42 and 43: Brian R. Stempowski Project Enginee
Page 44 and 45: ATTACHMENT I3 DESIGN CALCULA’IION
Page 47: I Project NASJRB Willow Grove. PA P
Page 51: NE 25 P
Page 55 and 56: 4 I i GRLENDFOS
Page 58 and 59: ..I_ DRY RUNNING. VACUUM _...“. P
Page 60 and 61: Data ll~rttchhe -& - ^” “.-- .-
Page 62 and 63: THERMT~I, INC. CEj, ;SChj) SAFE * S
Page 64: ! ’ e t 1 . - - .-_ “.% -
Page 67 and 68: ...” ..-. --..-., __ I 3 “C”
Page 69 and 70: “. 3 Y
Page 72: 13122/QAR 0 0 3 RIDGE DETAIL 1 WALL
Page 75 and 76: - , I n
Page 77 and 78: “Seiect one.
Page 79 and 80: NASJRB WILLOW GROVE CT0 0074 296007
Page 81: \ NASJRB WILLOW GROVE CT0 0074 2960
Page 84 and 85: 1.3.3. station PJxpiLationr; GnsrLr
Page 86 and 87: E -.-.----I -1 1 [Nossr t Washingto
Page 88 and 89: I 1 I I I 1 I 1 I I I 8 1 I 1 1 R R
Page 91 and 92: NASJRB WILLOW GROVE CT0 0074 296007
Page 93 and 94: N&RB WILLOW GROVE CT0 0074 2960074
Page 95 and 96: t NASJR 7 WILLOW GROVE CT0 0074 296
Page 97: NASJRB WILLOW GROVE CT0 0074 296007
Page 100 and 101: ‘i ‘i \
Page 102 and 103:
I 1 I
Page 105 and 106:
NASJRB WILLOW GROVE CT0 0074 296007
Page 107 and 108:
MASJRB WILLOW GROVE CT0 0074 296007
Page 109 and 110:
1.2.1 Nard Material. 8
Page 111 and 112:
Free of debris, me)ts, wood, scrap
Page 114:
Page 118 and 119:
Page 120:
4 NASJRB WILLOW GROVE CT0 0074 2960
Page 123 and 124:
* \ e. Fine aggregate tests \ f.
Page 125 and 126:
Self-propelied electronicarly @ontr
Page 128:
WASXi53 WZLLOW GROVE CT0 0074 29600
Page 131 and 132:
NASLTRB ~~~L~~~~~ GF)iO~ZE CT0 0074
Page 133 and 134:
hut not mQKe than 100 percent of tl
Page 135 and 136:
P For each [roool t. I tans sf bitu
Page 137:
NASJRB WILLOW GROVE CT0 0074 29fzaa
Page 140:
Page 144 and 145:
NkSJXB W-ILLOW GROVE CTO 0074 29600
Page 146 and 147:
I I NASJRB WILLOW GROVE CT0 0074 29
Page 148:
Page 152:
NASJECB WILLOW GROVE CT0 0074 29600
Page 156:
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