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Permit M93-0165 - BOEING #9-101
I t C-1 4 • rf Ci ty of Miami Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M93 -0165 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC294ML TENANT BOEING #9 -101 9725 EAST MRAGINAL WY S, SEATTLE, WA 98124 OWNER BOEING PO BOX 3707 - MIS CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL'':WY'S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544-2975 P.O. BOX,P3707, M/S 46-87 SEATTLE, WA 9812 * *•k•k ** * * * ** * * * * *,:* *` k.*"• k****** ***** ik** k' kk****• kylr* * * *k 4r.A * * *•k•k * * *•k * *•k ** Permit Description: INSTALLRE - MANUFACTURED SHELL WATER ,:P0IFICATI.ON. UMC Editioh:t' 1;99 1 „ * **kk * * **t* * *':k * *** ** * * ** * * ** *kil k ** ** * **4(k•k* * * * * * * ** * * *14 ** *fit * ** * *ih.•k, * * * *** _ .]11Jl�fX Permit Center Auth'or,ized : SignatUre Date. .. t . i I hereby:cer,ti fy that 'I • have .read: :and examined this permit and know the same to ,be true and corre,ct..' ,All provisions .of law and ordinances '? governing ?this, work will be' complied' wi;th', •. whether, specified herein ;'or not The granting 'of _this permit does not presume , give authority to violate or cancel.the provisions of any other; state,or ;local laws regulating construct i ory or th per nance of work.'. I: am authorized to sign:; :for and obtain this b;u ing Pe Signature: 1F -09, Print Name:_ SEATTLE WA 98124 O'_,HOUSE PUMP-FOR Status: ISSUED Issued: 11/12/1993 Expires: 05/11/1994 Valuation: otal Permit Fee :, (206) 431 -3670 Date; / ' Title: This permit shall becomenul_l and v.o °;,.i'f work, isn'ot commenced within 180 days from the date of i ss'ua.n.ce., or if the work 'i s' suspended or abandoned for a period of 180:da 's kf � 't ""`inspection. . r:o m:r.�,t hz....l;a s AMOUNT OWING: r _ ` �J . 00 CONTACTED —I:6 Y �► 1 II 11. It G a- 0 I h� DATE NOTIFIED 'icy' f initJ Y: 1 fro. 2nd NOTIFICATION BY: MO ' 3RD NOTIFICATION BY: ( init. ) PROJECT NAME G a- 0 I h� SITE ADDRESS c1 ?5 E PaNyin0A Wui3 SUITE NO. PLAN CHECK NUMBER rm ?-o►Ws INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - final review INIT: /NIT• INIT: 11 0 '. 3 I,JMC EDITION (year): Date Approved PARTME g BUILDING - initial review FIRE O PLANNING O OTHER UILDING OFFICIAL CITY OF ?UM/it % Department of Community Development — Permit Cent P er 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking (o- i ( REVIEW COMPLETED PPROVE �I yk3 ROUTED) /NIT -� A : ,0 INIT: CONSULTANT: Date Sent - _UAiEMENI..T FIRE PROTECTION: ItztSprinklers U Detectors ON /A FIRE DEPT. LETTER DATED: /.7 2 INSPECTOR: 'S /O ZONING: IBAR/LAND USE CONDITIONS? U Yes U No SCREENING REQUIRED? °Yes 0 No REFERENCE FILE NOS.: 01/07/93 SITE ADDRESS SUITE # q 7a5 - E. 1 - / W So. • Wd- 4' /d/ VALUE OF CONSTRUCTION - $�� --- PROJECT NAME/TENAN ' BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT #0oo3 -cvi8 TYPE OF WORK: ew /Addition Q Modifications 0 Repair 0 Other: DESCRIBE WORK O BE DONE: L42x - .> TYPE<<::::::; �:::::: :::; :;: >.i:_:::;::0. ; : : ::: %:::. ::; >;:;::; > ;: : : .. :,. :..::. IZ . ..... .... . . . .. . .. .... . .. . . . . . . .. . ... . . . . ... NUNt�R `:OFUl�J1TS� >;; <<:;:si >i >i ><:' . 1.a, A µ P - ,4-/A -tL G .k. gm .w 30 G Pmt a ZIP WA. ST. CONTRACTOR'S LICENSE # BOEING 294ML EXP. DATE JAN. 01 , '1994 BUILDING USE office, warehouse, etc.) NATURE OF USINESS: AIRPLANES WILL THERE BE A CHANGE IN USE? Ti No C) Yes IF YES, EXPLAIN: WILL THERE BE ST..:. GE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLAF P 0 Yes PROPERTY OWNER BOEING PHONE 44_2975 ADDRESS PO BOX 3707 M/S 46 - 87 SEATTLE, WA. ZIP 98194 CONTRACTOR SAME PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOEING 294ML EXP. DATE JAN. 01 , '1994 CITY OF TUKWILA ' Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 4_` ,5vo , o0 PLAN CHECK NUMBER ThO APPLICATION MUST BE FILLED OUT COMPLETELY BUILDING OWNER OR AUTHORIZED AGENT EXAM. IN. PRINT NAME TERRY BENNETT ADDRESS BOX 3707 M/S 46 -87 CONTACT PERSON DATE APPLICATION ACCEPTED ER MECHAR;CAL PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) BASIC?PERMIT'FE RCP'fs�'. PLAN? CHECK>FEE< DATE /a PI-ION_ 544 -2975 CITY/ZIP SEATTLE, 98124 PHONE 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER/AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your tees. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. b- I bi- ct DATE APPLICATION EXPIRES Li OOI07/t4 •Pl.? ''' : : ::■.; . . EXPIRATION DATE, .: 4' c): i): ttf4l.c.q9 it t..1(:. : 0 i i 0 i /04 .. ',E ff V E D.4 I. ,'.'. 07 /13 /. 7 1 • 4— DETACH TO DISPLAY CERTIFICATE —4 a""M..":^. "'"T•"`MN."`"`""a72:2i2=1""`r'W117.'=""'""'"`""'""'''"7.'"`NrrNa!a7. •..?"'"" DEPARTMENT OF LABOR AND INDUSTRIES , THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON RECEIVED CITY OF TUKWILA OCT 1 4 1993 PERMIT CENTER F625.052.000 (3.92) Vvrrrvwrrrmorvrrrr%rrrvwvr-rrrws-rvtvrvw,,rg,rrvrlrvvrmeverrvrrmrtnvgrs,er;v,•+"4:V • • • ••: • ..* • o „7:..,q;,g ; 7,3 : rfr :?t 'fps t m v, , yx r � e „sn W} '+e ti. '�`9i:. ,fir . '•'1CV'1Y4'.,.i�.' w N.•,....� . :�',�,': jz. x3 � rl=� � $?'�.�9 �S: i� ±'���•'�`r6rt'�? Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project ect Name 30e/At / --�” o 7 Address 7 2- S e•'• , /`. 4%1 `7 , ( 7 . S Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued f79)5/ Permit No . A/23 ed /6 k/ T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Fire Chief Suite # 7/C// ate Headquarters Station: 444 Andover Park East •• Tukwila, Washington 98188 • Phone. (206) 5754404 • Fax (206) 5754439 “* k*********4***. k*** k* k** k kk* * ** * *k * *4k * * * * * *kk * * * * * ** CITY `OF •TUKWILA, WA TRANSMIT * * : * *** ***kk * * ***4 * * * * * * *. *k ** * * * * *•k * * * * vlr * * * * *** k * ** * *•k *•k * * *:k* ** TRANSMIT: '`Number, 93001655 .Amount: 35.00 11/12/.93, A8 :25 . Permit' No: M93-,0165. Type. B -MECH MECHANICAL :PERMIT T Parcel' '11,0;1' 000340,0018 .: 11/1 2/13 Site' 9.725 EAST MARi�INAL WY 5 ' Payment Method• CASH ' Nutat'iari. HOEING Irtit: `SLU. *** k***l r**.#** �r* yh. k ****** 4i** 1F*** k* *“** * * ** * **4 * * * * * **** * * * Account Cade % De ►cr i pt.i an Pa i d 000/3,45A30:' PLAN CHECK NOIRES 7.00 000/322:1.00. MECHANICAL -- NONRE5 2Q.,00 -Total (This Paymnent) a 35. GENERA GENERA TOTAL CHECK CHANGE 6207A000 15 :32 7.00 28.00 35.00 35.00. 0.00 Total Fees:- Total. All -Payments. 35 .00 Hal Et »00 Address: 9725 EAST MARGINAL WY S CITY. OF TUKWILA Permit No: M93 -0165 • Tenant: BOEING #9 =101 Status: ISSUED Type: 'B -MECH Applied: 10/14/1993 Parcel #: 000340 -0018 Issued: 11/12/1993 ******** Ic' kit***** ***** ***** *** **** **** *******•k* lr * **** **•k * *** *•k** ***•k*** ***** Permit .Conditions: . �„„ 1 . No changes.. will be made,ry: ktlfeT..'Zp ; r`ulnl ss,' approved • by the 'Architect and the T,ui "i-)3i"e -� Bu�'i" i d i ng � i i51111- 1�o"i'~za� h .� , ,+,.er.3, a y . .r t .�r t r.... 2. Plumbing permit ,s;hall- - - . 'be County f P obtained through the XSea�.t.tle -King • Departme'nt'}'. bl ,�' ` 4.,, u ,''i.o.E hie lth�� �,Plumb�ing wi���1:1?.e inspected by, ,, ha.t age`nc'i, ckh / d:i;n:g a,ll •ga�s (296 - 4722) .� ; ,. ,� ,�` ,rte �,. ,J . ,Y �ti�+ 3. Electrical tate D ) permit shal be. ;: ob'ta'ined' through '�the i � si , (r d <. R, work , w , of of Labor. .d ��a11 e;'!`leethie�`�1��'�'� 11�1.1� b e -t' ill.spec,e d y hat'4 a (24 agte,rifcy 3 t. ''' �` ,, .',� ry `fit r t � by t I �� stries an r $ - 6 6 ., 0) : � ;� `{ � 4'. All pe /i ts, inspection' re,F and , prians�sha11 , s ;M s� r � 1..t maint 4rj' ed ` avai lab�l e atk;, 114ob site prior to the start of , any c These docupient,s are to be maintrained,o'' \ avai iAble Cunt=i1� final- ..- i.hspectt on `approval is gran te'd,' , 5. All /c;onsi;rur ion to be ��°donew.. -�I°n \'''.`o. ii' Buii =l ng Code , (199 "1S''`" Edit� as amended. by e- „Wlash, in.gti °n1Stat.e Building`Code fl ¢ r r s { - 6 r Uni Mechani,ca. (19•9 E:dit�Y ` on) , � , ' 'a nd Washington State En . ` y =Code (199,1 S 4 E. `t i on) ) ,,'\ ' � ` '` � 6. Val.i . i ty' of Perm ' T - i s n o f , ,,p"erm�i t or app 1 , s ; ,� s 1 y..,:: p a �v�i' specif /andreomp ta t �ioQs•..,shail1 not be o'on -._ str a to b,e a', permit y ..�f,or i .,,z or a ' appr�a.,va::1 ,'eof, any viA1atioil. of ky� of the provisions of jurisdiction. de this `co,,, {•or of�`wan other or a`nc � o`f the o' e (� �psrm4i,t presUmi ng� to�g auth I i io t l t v. or cancel • Ile p is o s "of this code • shat {b vai i .d. 1. . )., 4 , ,4 s A ' � h ,� Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #M93 -0165 (510) November 8, 1993 John W. Rants, Mayor Re: Boeing Company Building #9 -101 - 9725 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence wo or render the exit hazardous. (UFC 12.104(a)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFO 12.106(c)) X1909 Page number City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau T.F.D. file ncd ' eM.: • y A a C 1 - 1 c) YPe 0 nS A ,r. . ,a rasa: ►i .: .-: nstnid • +. Date "anted: ( 13_ 9 c in Phone No.: r • _..& • is INSPECTION RECORD C. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 MO) fp PENT NO. 206) -3670 Approved per a rable.00des kConc= ons required prior to approval. ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. BOEZAVG October 6, 1993 9- 4180- DRB -567D Municipality of Metropolitan Seattle Industrial Waste 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 Attention: Subject: References: X e.g.51-cide014 4;/ 4* r1193 -0 /Gs Horace Lee Industrial Waste Inspector Environmental Programs (c) The Boeing Company • P.O. Box 3707 Seattle, WA 98124 -2207 RECEIVED CITY OF TUKWILA PERMIT CENTER Request for Reissue of Discharge Authorization 135, Developmental Center, Boeing Defense & Space Group (a) Meeting held at the D.C. Site, between H. Lee (Metro), B. Wofford (Boeing) and D. Bourcier (Boeing), dated September 28, 1993 (b) Telephone conversation, between H. Lee (Metro) and D. Bourcier (Boeing), dated September 21, 1993, same subject Memo 9 -4180- DRB -500D, dated August 27, 1993, same subject Per our recent discussions about potential options for obtaining authorization for the discharge of groundwater which has undergone treatment to remove Volatile Organic Compounds (VOC's) (references a and b), we are presently requesting that Metro reissue the Discharge Authorization for the Developmental Center. Additionally, we are requesting that the D.A. include both the industrial discharges as well as discharge from the ground water pump and treat project. As discussed earlier, the total volume of discharge from the remediation project will be controlled such that the total discharge from the DC site is within the limits of the reissued Discharge Authorization. Additional information will be supplied as the process comes on -line and an accurate flow measurement can be made. Page 2 9- 4180- DRB -567D Regarding your request for'additional data on the specifications of the ground water remediation project, we are submitting background information on the groundwater pump and treat process description which includes equipment specifications, construction drawings, and monitoring data (enclosures A, B, and C). Additional ground water monitoring data has been provided earlier (reference c). BOE/°/VG We are presently discussing with WDOE the feasibility of application for an NPDES permit for the groundwater remediation project and understand that our permit application during 1994 may be a condition of the reissued Discharge Authorization. As the planned start date for the pump and treat project is November 15th, we ask for your timely consideration of this request for reissue of Discharge Authorization Number 135 for the Developmental Center. If you have any additional questions or comments, please contact Denis Bourcier at 544 -0350. Arthur E. Whitson, Jr. Environmental Engineering Manager Boeing Defense & Space Group Enclosures • Enclosure A to: 9- 4180- DRB -567D Page 1 of 2 Description of Process General Description of the Groundwater Pump and Treat Remediation Project To remediate the groundwater near the 9 -101 building we will be employing the STAT 80 low profile pump and treat system. A brief description and a sketch of the STAT 80 system is enclosed (Enclosure B). In the STAT 80 system, water enters at the top and flows across a series of aeration trays. Air passes upwards through openings in the trays and bubbles through the water forming a foamy surface which provides high turbulence and promotes conversion of VOC's from aqueous to vapor phase. Because the water flows horizontally across each tray, a very long resonance time for the water inside the treatment system can be attained by adding more trays to the system. Because of its high air flow to water ratio, the STAT 80 system provides excellent VOC removal efficiency. 11. Water Treatment Specifications Removal efficiencies for selected VOC's have been estimated based on performance ratings of the equipment and quantity and condition of the groundwater before treatment. The estimates are derived utilizing the following baseline conditions: Water Flow Rate: 30 gpm Air Flow Rate: 300 cfm Water Temperature 71° F Air -To -Water Ratio: 75:1 Enclosure A to: 9- 4180- DRB -567D Page 2 of 2 Ill. Proposed Volume of Discharge The estimated removal efficiencies are tabulated below for the STAT 80 system with six trays: Table 1. Estimated removal efficiencies for groundwater remediation project. Contaminant Influent Removal Effluent of Conc. Efficiency Conc. Concern ppba %b ppb Tetrachloroethene 82 99.9989 0.000902 Trichloroethene 33 99.9986 0.000462 cis -1,2- Dichloroethene 41 99.9989 0.000451 Chloroethene 41 99.9999 0.000041 Total VOC's 197 <0.002 a Based on monitoring conducted on -site by consultant b Based on measured efficiencies provided by manufacturer using similar environmental conditions Thus the effluent from the treatment sytem is estimated to be less than 0.002 parts per billion (ppb) of selected volatile organic compounds. In addition, the effluent will contain about 7 parts- per - million ortho phosphate which is added to keep the calcium and iron present in the groundwater in solution to prevent fouling of the treatment system. The analytical data obtained during the pump test is enclosed (Enclosure C). The maximum discharge capability for the apparatus is 30 gpm (approx. 43,000 gallons per day). The initial discharge for the system will be approximately 15 gpm or less in order to maintain total discharge of treated groundwater and industrial water below that allowed per the Discharge Authorization for the Developmental Center. f .,,. -. •. , �(�".����^�-•- -• �1,. ~e 1 j✓ .4'.� �'1.r STAT Series Sieve Tray Aeration Technology Carbonair's exclusive STAT series represents the best choice for low profile air strippers with.design simplicity, flexibility and high performance. In Carbonair's STAT units, the water and air are contacted in step -wise fashion on multiple trays. The water enters at the top and flows across each tray. The air passes upwards through openings in the trays, then bubbles through the water to form "a surface of foam" which provides extreme turbulence and excellent volatilization. Since the water in Carbonair's STAT units flows horizontally across each tray, the traveling path length of water and the required removal efficiency can be achieved by increasing both the number and length of the trays. Therefore, the STAT units provide much lower tower height than the conventional packed towers. Another advantage of Carbonair's STAT units is that air and blower power consumption are effectively utilized since a single air stream passes through every tray before exiting the tower. As a result of minimal air flows, the organic contaminants are concentrated and effectively removed by vapor phase carbon. , 1 ; •� .-. �.�..� •,ri1 . Low tower height yields numer- ous other advantages: rapid installation, easy winterization, inconspicuous appearance, easy shipping and easy maintenance. The STAT unit also re- duces the potential for fouling since it contains no packing media and provides an extreme turbulent condition. Carbonair's STAT units are avail- able with a number of plate configura- tions, blowers and controls, and can achieve removal efficiency up to 99.99 %. OPTIONS Explosion -proof controls. Discharge pump. Well control. Off -gas carbon. Humidity control. Carbon polish. Winterized enclosure. FEATURES The low air flow and minimal tower height make the unit ideal for off -gas treatment. The compact unit can be installed in a few hours. Controls include motor starter, level switch, air pressure gauge and air pressure switch. Panel comes with blower, manual -off- automatic switch and alarm lights. Computer modeling customizes the system for optimum air flow, number and size of trays. SPECIFICATIONS Listed on other side. :CAR'B :Water'' • - Treatment ,4 • i , �.. t • : i• • • t • .r r. • - • • • �iiiia• . o • BLOWER � R DHERGE FLDC DUCT Airstripper— Aeration Type STAT 80 SST k DRAIN LEVEL SWITCH (7YP) WATER OUTLET r FLANGE * NOTE: Height shown is for STAT unit with four aeration trays. Adjust height by 10 -1/4" for each aeration plate added or deleted. Sales Drawing #117823 92.12.17 ©CARBONAIR 1992 c. td�tt) 01 1' co 0 0 w o C1 w •l Y N 0rt 00 d .: TABLE 63. ANALYTICAL RESULTS FOR METALS 1N GROUNDWATER. JUNE 1993 DC 9 -101 BUILDING • (Ba) Barium (Ca) Calcium (Cr) Chromium ilexavalent Chromium (Cu) Copper (Fe) Total iron Fe'=. Iron (Mg) Magnesium NO Manganese (K) Potassium (Na) Sodium (Sr) Strontium (V) Vanadium (Zn) Zinn Well DC mple No.) (sample Ho.) Date Time 6B 6BGW) 614 1700 0.019 33.9 0.012 ND 0.010 7.95 2.41 16.3 0.197 8.7 160 0.273 0.038 0.017 (DC 6C (DC 6CGW) (DC 6DGW = 6/4 6/4 1545 1545 0.010 NA 24.9 NA 0.012 NA ND NA 0.004 NA 8.4 NA 1 .62 1.55 11.6 NA 0.272 NA 7.6 NA 159 NA 0.180 NA 0.026 NA 0.017 NA Duplicate) 9A 9AGW) 5128 1530 0.026 37.4 0.007 ND 0.028 2.41 NA 16.4 0.214 7.3 175 0.293 t 447 0.015' (DC 98 98GW) 5/28 1447 0.013 36.0 0.007 ND 0.011 4.73 NA 14.7 0.092 8.5 166 0.279 0.020 0.032 (DC 9C (DC 9CGW) 5/28 1610 0.010 28.1 0.009 ND 0.002 5.75 NA 110 0.166 8.1 160 0.214 0.036 0.006 / 9D 9DGW) 5128 1635 0.059 42.1 0.011 • ND 0.009 34.1 NA 44.1 1.21 22.5 . 319 0.303 0.028 0.019 (DC 20A 20AGW) 6/3 1505 0.144 25.9 0.032 ND 0.044 32.5 3.64 23.9 2.11 17.2 147 0.240 0.090 0.067 (DC 20C 20CGW) 6/3 1425 0.020 39.5 0.006 ND 0.009 11.7 5.79 16.5 0.607 7.1 200 ' 0.302 0.031 0.010 (DC 20D (DC 20DGW) 6/3 1340 0.027 88.7 0.005 ND 0.002 -903 93.3 64.0 234 18.3 265 0.594 0.006 0.007 i Note: MI metals concentrations are to mg/L... ND = Not Detected. NA = Not Analyzed. c. td�tt) 01 1' co 0 0 w o C1 w •l Y N 0rt 00 d .: TABLE 6.4. ANALYTICAL RESULTS FOR CO V 9N TIION A L PAR , JENE q � IONS, AND COMPOUNDS (Calculated) NH, 6B (DC 6BGW) 6C (DC 6CGW) (DC 6DGW = Duplicate) 9A (DC 9AGW) 9B (DC 9BGW) 9C (DC 9CGW) 9D (DC 9DGW) 20D (DC 20DGW) 6/4 6/4 6/4 5128 5/28 5/28 5/28 20A (DC 20AGW) 20C (DC 20CGW) 6/3 6/3 6/3 1700 1545 1545 1530 1447 1610 . 1635 1505 1425 1340 642 605 592 689 652 623 1I80 586 764 1390 50.8 68.7 NA 68.0 96.7 55.8 378 12 158 _ 677 28.2 29.7 NA 21.8 17.1 20.2 14.2 13.2 31.2 12.8 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 0.010 0.095 <0.010 <0.010 <0.010 0.016 . .0.585 0.316 0.071 <0.010 0.035 0.027 <0.010 <0.010 <0.010 0.016 0.585 0.316 0.061 <0.010 0.035 . 0.07 0.2 0.2 NA 0.1 0.2 0.0 0.2 ND 0.2 <0.010 <0.010 >2:5 I Note: All analyte concentrations are in mg /L. a 1 5 m N w0N f Ut 0ri- 0 o h .. TABLE 6.4. ANALYTICAL RESULTS FOR CONVENTIONAL PARAMETERS, IONS, AND COMPOUNDS DC 9 -101 BUILDING, JUNE 1993 (Page 2 of 2) GROUNDWATER, Well DC MW 9 -101- (Sample No.) Date Time Alkalinity • (as CaCO Hydrogen Sulfide Sulphate HSO, Dissolved Oxygen pH Temperature (° C) Conductivity (11S) as S -2 as H 68 (DC 68GW) 6/4 1700 364 <0.1 ND 100 0.6 6.55 22.4 900 6C (DC 6CGW) (DC 6DGW = Duplicate) 6/4 6/4 1545 1545 380 NA <0.1 NA 0.05 NA <50 NA 0.6 NA 6.48 NA 20.7 NA 820 NA 9A (DC 9AGW) 5/28 1530 353 0.0 0.03 I25 1.2 5.99 19.0 • - 880 ' 9B (DC 9BGW) 5/28 1447 - 351 0.1 ND 95 1.4 6.39 18.0 810 9C (DC 9CGW) 5/28 1610 365 0.0 ND <50. 1.0 5.71 20.0 800 9D (DC 9DGW) 5/28 1635 502 0.0 ND <50 ND 5.54 20.0 1820 20A (DC 20AGW) 6/3 1505 360 <0.1 ND <50 0.8 6.20 18.6 700 20C (DC 20CGW) 6/3 1425 415 <0.1 ND <50 - 1.2 6.20 ' 19.8 1150, 20D (DC 20DGW) 6/3 1340 370 <0.1 ND <50 ND 5.89 18.8 2150 Note: All analyte concentrations ND = Not Detected. NA = Not Analyzed. are in mg /L unless otherwise noted. . a 1 5 m N w0N f Ut 0ri- 0 o h .. Apr 05, 1994 TERRY BENNETT P.O. BOX 3707, M/S 46 -87 SEATTLE, WA 98124 RE: BOEING #9 -101 Dear Permit Holder: City of Tukwila Sincerely, Denise Millard Permit Coordinator Department of Community Development John W. Rants, Mayor Department of Community Development Rick Beeler, Director Our records indicate that on. May 11, 1994 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Mechnical Permit Number M93-0165.' Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 11, 1994. If your project is complete please call for final inspection. If you are actively working on your project please contact office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington' 98188 • (206) 4313670 • Fax (206) 4313665 F1 =Help, ESC =Exit current screen. TUKWILA Id: ACTP125 Keyword: OF TUKW yW ord: UACT User: 1677 11/04/93 Activity Table Processing MECHANICAL PERMIT Permit No: M93 -0165 Tenant: BOEING #9 -101 Status: PENDING Address: 9725 EAST MARGINAL WY S Type: B -MECH Vers: 9101 Screen: 01 Base Information Parcel No: 000340 -0018 Owner: BOEING Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 10/14/1993 Issued: / / Active /Inactive: A Completed: / / To Expire: / / Final Notice: / / Nature of Work: INSTALL PRE- MANUFACTURED SHELL TO HOUSE PUMP.: FOR Location: Category: NRES (RES, NRES, STOV) Inspector Area: Valuation: 20,000.00 UMC Edition (Yr): 1991 Fire Protection: SPRINKLERED Use Change (Y /N): N Storage of Flammable /Hazardous Materials:N /A F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 11/04/93 Activity document routing maintenance. MECHANICAL PERMIT Permit No: M93 -0165 Tenant: BOEING #9 -101 Status: PENDING Address: 9725 EAST MARGINAL WY S Route: 1 Current Route Line: 2 of 5 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed MECH 01 01 C BLDG KEN Approved 10/14/93 10/15/93 11/04/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[NEED TO VERIFY STRUTURE IS NOT IN 60FT YARD AREA. 2[CALLED T. BENNETT LEFT MESSAGE 10/15/95. 3[Narrative received 11/3/93 see file. 4[ 5[Pump structure with dry sprinkler system. ] 6[ ] 7[FIRE`ANY COMMENTS ? ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa EATTLE td -01 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 c,, COUNTY A'1RPORT OFF ,10E , CENTER (FAA) APPFit ED DATE • EAST ,.MARCrINAL WAY CORPORATE PARK t Le 4e ciZ Az -0Z ICI lIf11�I1�(III���IIIIIII i�ll�il! ll�ll`IIIi�i 11111111111 IIII NII • •Y: ' � sz ;+ 1 • .w'+t o..Sa.a ,44.4 - ¢*. r' NOTE: If the micro document is less clear than this notice, it is due to the quality of the Origami document. • 9,. '91 ?L £t Zt l4 01, 6 8 l WORK AREA ACCEPTAB ILITY f is DESIGN ANO/9R SPEd iicAl u 1s APPROVtb APPRCv40 gY pER'i. DATE . .. ...... ' 1 1 1 - 1 1 .. LAND USE CODE BUILDING CODE OCCUPANCY `GROUP CONSTRUCTION TYPE LOCATI ON PROPERTY 3 FLOOR AREA (ACTUAL.) FIRST FLOOR 3 576 SECOND FLOOR 2;959 WASHINGTt 1 STATE REGULATIONS FOR BA 1 REGULATIONS BARRIER FREE FACILITIES CHAPTER 51-10 WAC AMERICAN WITH DISABILITIES ACT. ' PUBLIC LAW 101 -336 FIRE' PROTECT i()N5 EXTERIOR WALL (NON - BEAR] NQ) : INTER WALLS NON-- BEAR'l`NC) INTERIOR WALL.S: (BEAR ING) STRUCTURAL FRAME FLOORS 'CTA ^I RC .EdI,I L (1SUREC SHAFT ENCLOSURES E SHAFT CORR IDORS ROOF ' ROOFING CON { •ON SEISMIC ZOr' E 3 • DES IG N LOADS R FLOOR 1991 UBC 'B-2 OFF - ICE /FACTORY TYPE II N SEPARATION 60 FEET . ` 61) I LD I NG F�0 rPR I NT BU 11.0 I NG GROSS TUNNEL - - -- SNOW 25 PSF1-WH I CHEVt.0 LIVE : 20 PSF — OFFICE (LIVE) 150 PSF - DEAD _ . 20 PSF (PART I'T'I`ON) - MECH °3. STOR 125 PSF STAIRS & CORRIDOR 150 PSF WI ND - 80 MPH E R(.1SUI E` C rer "that the Dien Check approvals aro ,,, ns ;' and autitti pct tc' errors�nd pt iS ° k, - :' too °s 11ot al thorixe the ti i66atie cit '.,ttpted ecde or ordinance Receipt to. I ,: 46tor's 660 sof " ove' 4at ack hs>� SEPARATE PERMIT REQUIRE+ FOR: 0 MECHANICAL ELEOTRICAL 0 PLUMBING CI GAS PILING CITY OF TUKWILA BUILDING piVISIGN ULLY AUTOMA? IC `SPRINKLERS THROUGH -OUT UNPROTECTED, N COMBUST I`BLE'' NO.ht+ RATED , "NON - COM SU 1 I A LE • NON - RATED, NON - COMBUSTIBLE NON- RATED ,'NON- CO NON -RATED ; 1 HOUR '(REwIODELED) NON. =RAT • • 1 .HOUR (NEW 1 HOUR F IRE RETARDANT : CLASS A (.FA CLASS 1. MAXI MUM TUKWI TUKWI LA (OFF ICES) (MI ALL SIDES) 713,829 SQ.FT 1,`116,306 SO. FT. 50,910 SQ . ` FT. 713,829'SQ; FT 55,689 SO. FT 295,878 SQ FT PERMIT CENTER 5YM9L DA- • 9- 101.YD -0502 C502 SECTIONS AND DETAILS (STRUCTURAL 9 - 101`.YD- 0503 C503 SECTIONS AND DETAILS ` (MECHANICAL) 'Kr APPROVED ORIG 10.04.93 oe z I II Iop oil 111n((MO y i a ae tz : 08 61 , al /t 91 5i 41r. Ct 43 nnl1Flil41041 i>li��►I�I rI��u> I�� 11 ; I I II : ; ! 1111111, 14 III DATE tifO f? ,� 'S ..cr: e..,.o.a•:- ^,i- .slifi __...'.:u- �+.,y::��e+,i'.'is3 g:a•.:Yr�F'}✓yeApr +:+�:: `� the ,aicrotiir�ed document la teas cicer. then thin _€: wz^ notice ' it is due, to fiie'quality of ;:the <original.' dacunent4 10.04.93 DRAWING No. � Df�AWING T1TLE ACCEPTA&IILITY THIS = DESIGN'AND' OR SPECIrICAi oN IS API / . D APPROVED 8Y DEPT. ' DATE DATE 277 480V POWER SECTIONS AND DETAILS 120/208V POWER 'r ORIG G J '10.04.93 R CEiveo CITY OF TUKWILA OCT '14 1993 P € "C;ENTER DWG NO. PREVIOUSLY ISSUED, NOT IN THIS ISSUE` IN THIS 'ISSUE PREVIOUS µ PROJECT, NOT YET ISSUED FOR CURRENT PROJECT PREVIOUSLY PROJECT, NOT REQUIRED FOR CURRENT PROJECT coo - NO; 1 '�-- EXIST. WELL, SAWCUT AROUND AND PROVIDE N EW PRE -CAST UTILITY VAULT TYPICAL 3 PLCS. I T == 1I1=. tl; I,!It:I!i -� • ' CR SUr A CING TOP COURSE II , COMPACTED BACKFILL MATERIAL 11J 7H$ INCH .L. Z t7_ {{ 08. ` et : ` et Zt 9t St ' et • tt U. • d� R tIII�IIlIl11' I(i(� ►11 �Il II�II �i l s I1IIIJI II ( I�� Ilfi (�I�I(II�I �IIII�IUIIIii �l ,ate:. ���rr.. _ E3s.c �_ ?s.�� ; °� �. r�',F?Ifih'±" .!' •i.:: -�r,rY 3,r '� :r.�?.�. r. ' � � r,�. >� k -'... r -.s u�Yf..! s..x:. ;sr�p...sk4eix•:u,a:,, «k:.r u,N+w- :,..;:tyar .:.W,4:ye ) �t':s = ✓ = ,�= ;e:�.%e1 .:e rua4 .< . is .. NOTE:. If the mtic�ofilmed document is less cleat than this notice, it ie due'ta the quality of the original documents ACCEPTABIL.IfiY TNIS fit$1 N AND /OR SPI. IS APPROVtD `/PPROVE :b' C: `iE ----- WOK BEDDING ,UNDER PINING AND CO■DtJITS • COMPACTED BACKFILL MATERIAL - CRUSHaED • SURFACING • TOP `COURSE -�-' GE NERAL NOTES: co f TRACTC'R SHALL VERIFY ALL NECESSARY DIMENSIONS 'IN THE FIELD AND ANY DISCREPENCY FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINNER. ANY PR OPQSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. EXISTING UNDERGROUND UTIi:;TIES SHOWN':, INSIDE AND Ot1TSIDE THE BUILDING HAVE BEEN COMPILED FROM THE BEST "INFORMATION AVAILABLE. CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY EXIST. UNDERGROUND UTILITIES THAT HAVE NOT BEEN SHOWN. BOTTOM OF 1 0" WIDE GRADE BEAM IS ESTIMATED TO BE 3—FEET BELOW TOP OF FINISHED FLOOR. • EXISTNG ; FL-00R SLAB AND PAVEMENT IS ES fIMA.TED 'TO BE 8 -INCH THICK. PROVIDE - 'PRE -CAST" UTILITY VAULT, SAWCUT 32 "x32" AROUND THE VAULT, INSTALL FLUSH WITH TOP OF CONCRETE. PROVIDE EXPANSION `\JOINT rOPPED' WITH SEALANT ALL AROUND kk ON REcEIf� ILA GITY OF' TUKW T vE 1983 PERMIT CENTER 1 ,e i.FS.a PU1A1C LOCATED PUMP HOUSE. 1 HP, 4S0 y,...3 0 30 GPM ®55' TDH (PROVIDED BY° `OWNER) 18" STORM NEw.` PIumP AND CONTROL HOUSE.-", PROVIDE: FL EXIDLE TEFLON FLANGED EXPANSION JO NT AT ALL PU HOUSE ST - OUTS. °ROCO STYLE 442 -- OR APPROVED: 5f - AQPRObD 'at r ay,, ":n c _i— r i _ ,d. t , r:.�T:t�v:'Y..�.` : 4ra44gq;.' .r N. " 113*' u . ^,,.,N ,0, ` - . ..,- ..:.� ',;r NOT d d .If the microfilmed is less clear than this notice, u it is dise'ta' the quality of the sjrigi.nai document, d 6t et L 9 t & vi #rt zt • , t: of, �P11/41411,1,t I!l I I III) liII l II I I I ,..III..1 II (l1 Iflifl iiii 1 in hill IL III At ; �: T � =111 I I I„l i r I I 1 - � „ I I I 1- i 1=11 EXISTING SLEEVE-- ---' EXISTING 4" PERFORATED WELL LINER. ----- i I1� ii !III !whiff 11111iti PlY I THIS ACCEPTA : DE A N A4r, ILrITY off;, °SI'ECi '1C 'LION IS IPPR NED A.QPROVEO BY, DEFT. DATE E ----- SUBMERSIC3LE PUMP GRLiNDFOS REDI -FLOW '4 30 GPM ®' $0' TDH (2 TYPICAL) w i ON GHttKED R _ r. L. Pa NCKED BE MOSTELrLER W.HEN I<' APPRO b -- DEPTH OF PIPE VARIES WITH TRENCH. SEE DWG. C502 C,O : YARD OWNER TO PROVIDE (2) DEEP WELL PUMPS, (2) WATER LEVEL SENSORS, AND POMP HOUSE WITH FILTER SYSTEM. CONTRACTOR TO SUPPLY ALL OTHER NECESSARY PARTS AND EQUIPMENT. 2 '� OWNER TO SET PUMP HOUSE WITH FILTERING SYSTEM 'IN � � PLACE. CONTRACTOR TO PROVIDE ALL OTHER LABOR NECESSARY TO';COiPLETE. CONSTRUCTION: THIS INCLUDES PROVIDING FOUNDATION FOR PUMP HOUSE. SEE DWG. C502 FOR PAD DETAIL. CONSTRUCTION. NOTES: PROVIDE GTILI"fY VAULT (3 TOTAL). NOT DRAWN TO SCALE ON PLAN VIEW. SAWCUT CONCRETE 32" .x ; 32" AT VAULT POSITION. INSTALL UTILITY VAULT 'FLUSH WITH TOP OF MATERIALFTOPPED PROVIDE ITTH OIN SEALANT EXPANSION L AROUND. INSTALL DEEP WELL PUMPS AT A DEPTH OF 39' IN EXISTING WELLS ` (2 TOTAL). PROVIDE AND ATTACH 1 /8" STAINLESS STEEL SAFETY CABLE TO WELL PUMP AND TO 'INTERIOR OF UTILITY VAULT.(2 TYP) INSTALL WATER LEVEL SENSOR 1' ABOVE TOP OF WELL PUMP. PROVIDE CONTROL WIRING PER ELECTRICAL DESIGN BETWEEN SENSOR AND PUMP HOUSE CONTROL PANEL. PRO DE ' 1- -1,/2" SCH. 80 PVC PUMPED DISCHARGE. LINE TOTAL) BETWEEN DEEP WELL PUMP DISCHARGE AND UTILITY VAULT LOCATED , AT PU HOUSE. TEMPORARILY TERMINATE WITH ISOLATION VALVES AID BLIND FLANGES WITHIN VAULT. AFTER OWNER HAS SET PUMP HOUSE IN PLACE, MAKE FINAL CONNECTIONS TO STUB- OUTS ON EXTERIOR Y OF PUMP HOUSE. SEE STRUCTURAL DESIGN FOR TRENCH PATH AND ' BACK FILL INSTRUCTIONS. ,PROVIDE 2" SCH. 80 PVC ,PUMPED DISCHAF<GE L °INEs 'BETWEEN ' PUMP 'HOUSE U1'I!'ITY VAULT AND 'STORM: ,. CATCH BASIN AND ALSO BETWEEN Pump .HOUSE ' UTILITY VAULT AND SANITARY MAN HOLE. THIS WILL ALLOW OWNER TO DISCHARGE T0, EITHER STORM 6R " SANITARY. AT THE DISCRETION OF THE LOCAL" AUTH AFTER PUMP HOUSE IS IN PLAGE,' MAKE FINAL 'CONNECTIONS WITH LOCKING ISOLATION VALVES TO , STUB - OUTS AS SHOWN. CORE DRILL MANHOLE AND CATCH BASIN TO p MATCH PIKE SIZE. SEAL 'AND GROUT AROUND PENETRATIONS. y" CONNECT .6" SCH 80 PVG VENT TO, PUMP HOUSE ' FILTER EXHAUST AND EXEND VERTICALLY ALONG FACE OF 9 -`101 UIEDING. d i , EROIWTE AT POSITION'. 19, -Or ABG vE %ROOF. LEVEL PAT PIPING TO MATCH BUILDING EXTE P 1 O 'P i'C .STACK HEAD 'RAIN 'CATCH ABOVE VENT. ' )0!)p. ' HEAD ' 'O BE..24 TQP OF' V SUP T VE S TACK NT `ACCORDING TO . DE TAI L ABOVE 1 EVE 10ENT. STARTING AT TOP OF EXTERIOR, WALL.: LAP A L2x2x;1 /4 ANGLE AND UNISTRUT P1000 IMILAR Ta DETAIL 1 ,,, TOP OF PARAPET . 4. (AP AND S WI1 ( 2 ) - '` SELF-TAPPING ' SCREWS. 150 COI�PLING WL1 H RING. USE TITER f P S TR ANSITION` "C SEAL WITH GROUT 'AROUND PIPE PENETRA 1Y P.) �> CO DRILL LADLES ; °IN UTILITY VAULT COVER TO `` MACTH PIPE DIAMET "ERS` ^ WITH iNStULATTON.(4 TOT .'HEAT ` RACE ALIT PIPING ,('4' LINES TOTAL} FROM WHERE THE LI JES P ROTR DE FROM TIDE GR OUND,''LNTQ THE UT UL ITY VAULT To WHERE THE. ; LINES: ENTER THE PU IP HOUSE `SHED. INSULATE LINES WfTI• {.'1 ", FIBERGLASS, :WITH FALL WEATL- ER COVER AND .02" 3 CORROGATED ALU. IN M ROLL "JACKET. PROVIDE !4DERGROUND UTiI TTY`' M AR KERS µ` ACCORDI NG BOEING MI::GHANICAL. STANDARD D 180 ' 14302 3 'VOL II 1 COPIES 'OF TA�LD'ARD t L ` B PROVIDED BY RA! PI {SUIT ES :(544, - 2986)° "OF TIDE `DEVELOPEf ENTAL CENTERS = F'ACILITI 'S GROUP. SHEET .t nth. ^I�u`�trgw. '�c�J — APPROVED, DATE u1� -1 Y R1 s1'kINKLEV., AWN totstv REVISION 5v# 9OR • M 'TU1 r V.. Y' a ilP '0- tiri1r-i 1T 0 1C THS INCH 1 Al"PRQVEb "` u ,l j " ...,.. I' V,4Lv t i1 j4xj /4 )( T i I N F, rrk+' 9r;' R': ti;:er*]�k�`^a'Mti:.voYY.r ^.S:YA :i,4'i' ri {44 6 7 r-. . e.. <.whh- ...s.+.. ...: tu.,...,.fa NOTE: If the microfilmed document Is less clear than this I t►otice, `, .t 1s due to the : quaaii t y of .the origina document. 8:0 Lz 9z; sz RZ 8e LZ 03 6t $31 LI 91 SL h1 et Zt a O(, 6 (ll "! { ( lnlC►lll1inl1ll I�ill�ii�11 «iJ►�1ti1 1 i[ f tlii� ii '1 i r SJ,'a'.',�'r -[ ♦ -i( F gn�e i ,. 'Yr wX s l l. x, rr r. s'"• •x'r e r.;x; �j •r ..«f�,�i.,....r�iJ�.u:.e.i. � s.,.0 +�,�:. N ��., is 3`:0 -. ". , ht....y�. -si i^ 4:...,..� ... �p /. ., .. x:�.,: ,4 W DRAWN BY k• SO=1 , THIS ''OEfIGN AND' /OR CHECKED tiF.CdtICATION dS AA.PRt?ii AP RY . w • •:, • I 111.11111 1.111111 I . 01 11 iAkDEN GERMANY 121 SUBTITLE TITLE L;, . Ca,,, ri peLN=om SpeRINKLE.R. H` EU a pI Pit . -ro E E. R . 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DA III I I f 1 1I ' III 11'1 11` PI > '12 ; el "v 0 I l1f 1,11IIIr nI I111 III 'III Nil e ASSESTOS: NOiWICAilON: A yoo faith Sslrvey of .the mark area " has boer► canducied osbeSt r r► • ccetta llii4 material ias Sot tii. covered that wog*, bt Znvvtvtd ' tht constrriiction `oi thy`' pro)tct.'do not n:mose, do nags tor,, d> arty osbestos rnoteriat adiumat -to thew areo Pik ipatoet Imo$ tac illtie$ Deportrnent if athestas c ota j rrtottricl damoged or disc thOt .it tamed` to be'ream to bvpport work the'tollowing ►oteridds m the Drees od)acent'to this • b e positive or osbestos `t 1 Y o t . Ce. s 41-'`S: i I 5 le,VP )M 1P.lI- Il�M PIT( 86.4 )61 c. • scALti: 3 1. $L) TITLE 1 3 4 ga J DF Cr -1:$ PULL i t 1/e-4- 51 ,` rog. R&I KIT ISM 4U dri 4" Pr WI ggWiNzr YITI.E:•; PAiNT.. 80Q1') t EX 4t u PAINT COOT CY,HAU `T F //2 R-6 rrci-t f:PROViDE „,,K is, O , 4 `PLUG- hot UNIT AND ST 'CONi U 'ti Ni'} R Tt, NE ' O N LEC ' � UFACTUREII 'S' 1 .af • HT R R s ALL ` CONDUIT TO BE 1/2” E.M.T. UNt.Pas oT1- ,iem$ Norco. 2) ALL WIRE TO BE #12 TUWN'UNL1SS othattwise ,'JOtEne 3) THE POLLOWI G CoLORsCOpING Or CONiSUCTOf$ SfIALL BE ORSE VEb ON 'ALL CIRCUITS 600-VOLTS OR LESS. I 0 O11V '.• 277 0 "A VIY' tc rT.l3il$ I PANt ' 1 " rt1 � 1JS 1 N PA NEL) R b . • ORANGE 'Pc" PIIASE (RtG /4T' BUS I _ N r t t ti __ LLOa� PI EUTPAL u ITt' G EQUi Ci ©UNt) GREEN ; L', RCLt ; Site CONnUCTORRS WHICH . DO NIT ' IIA 'E ' lACKET5 - SHHALL. BE 101:NTIPIED 11REY!R' rtsttnLE t Y'At'PROPRIATPLY COLORED TM'I�. I IsUD U><T AN I I T t3 IVJa t . , T O. 3OURCae INCLUDI NG PLUG W1I -IN CIR BRI1OAK � r ON - 'tttiswAYS. s 6) t:Ee.ARS l USWAYS StIOWN ON` 3II f ETSf AN D i 3� t)YMO LM LL A t : t.. P L, s '3 1NC` ON s *1TCItt S�,ETC , !fir' Ctl C UIT PTACL I M!NTtl ` ICPtTfor4. , tee , b/RAwING`'1 i `i 1 -260i e0bA'FfDa you: PUMP VVIRiNC� DtAG IS & DE rAM . � PUMP .iir r v_Y Y.V.. l wh DRAWN ay ; :w� Se w MP 14013KAN IN IMINIONSSIIIIIIIIINI IX 11111111111111NOIS 41 ® ®ilitiiit 14® iiiiin a is C- 10 • - w=i t4� I isimi as millimatimmemlissiis iiirbisitaiiiiiim 0111111,1111111311 El AS WA iti x . FEED FROM 50AMP, 3-POLE BUSSWAY PLUG-IN UNIT IN BUSSWAY #41F,2-2 , BLDG. 9 -'101, SEE DRAWING No. 101- 109- 2001490 • CIRCUIT BREAKER ENCLOSURE NEMA'TYPE 3R, GE CAT'L TE 100R WITH 5OAM P 3-POL E BREAKER GE CAT'L iTED13'4050WL TURNKEY' PUMP HOUSE. CONTROL. PANEL.. 16?HS 1HCH 1 1 6Z ed LZ , gz' S +73 (CZ az Le Illlf�fli 1111111IIIIiI I�I �Illlllilfillll141N141l11f1 111111 h J t S r�F It�sAt t F?� F J F � , { � G f f ., a74 G01,1NDINC COI:LECIOR BAR, BOND TO BLDG. S'IFE! B BARE • COPP[R GOUNDING CONDUCTOR GROUND ROD 30' COPPER CLAD .3 f 4" DIA.. COUND ROD EQUIPMENT GROUND 13AR �~ -- BON I ING JUMPER 08 BARE COPPER • • TYPICAL: ...Pe. a -.w • �: s.c:"rE:r -.r l r the •c.t'Of iltaed document i$ lens c! �a�r than 'this notice, it is due' to the quat ty of the ori.ginal datument 61 61 41 gr �1;1�1�11f t111�I1f��1i11�1111 I 1 FEED FROM BUSS PLUG 120V, 1-POLE, 4OAMP SEE L)W'G. "No. 101-109 2001450 S i;t'easx ACCEPTABILITY T}IIS DESl61d , ID/OR SPE(IFICA161 IS APPRQVED - XPPaiSVED ° 1=17 PROVID GGUN�DING -. E`bR .TURNKEY ..PUMP HOUSE AS SHOYVI? MAKE ELECTRICAL CCNNECTlON . .PER MANUFACTURER'S INS1•RUCFIONS RECEIVED .. CITY OF TUKWILA DOT' it 1993 BE &C PERMIT CENTER ENGINEER " D VA 7(F -- ...� ....- „,;1101,,,, 00 000 40 76 .ORIG. 10/70 REVISION ate' ��ii DATE ti awn &MIN A e1 gAta •y AIM) Sec 4 $ PG' J -6,rz# Pli/ a' rrr�_a: J C r , o r ,.o 6 R . - iM 1. ��• � Pi /' *sac ✓G ';rt DJWCY *77:1 T /UGC s "J 3 l . : 4r'.< �i r= �' „ST •a " C' e7S z30 a` 7 / err h 11: f7•,a .+, 1111 F �J�,. I THS INCH c V ..-. 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' 1 - 16_,204 - it . 2 ��QY -` i.�N " !t " IAcSI�' � UU y� ��. lfs �r�.:, n /� Kwn 1 S�at�,.(CL!N N r nu PA1 r t " tur • .YC141,Mw :' • "C" , PFi�S4 {t�IC1iT l�tjS'INP/�tV!~1..3 131�11e ' Nt t.1:'ttAL • _...... +1) �L A1t.C I ,s,ila CONDUCTORS WHICH < • DO N t T 11 I ,' COLORED ' 3ACkM T S. ":SHA LL. qE tUI;iV'F11�a fly WIiL+t V!R V151fLI APPWaaPRJAt COLORED TAPE, 5) ALL UNU5tD Cottft)VJ,T { AND WiRS TO. flit REMOVED RA C TO SOURCE, INCLUDING t?'I.t�G -1N CIRCUIT' !R? AKL R$ O EMUS AYS. ^ 6) . r' L 10 PAT4I L S' AND'I31,;SWRTS SHOWN' ON SHHEETS AND E3. � D MO L VAL ; A LL :RECEPTACLES. ; 11QXESr ' S4VI 'C}ii S, Cite, , WITH' ' CIRCU!1' IG!NT!P!CATlOP4 , ;) , INS iALL RE4IS. t3 PANt:I: SCt�9pl�OLES UPON OGPa iRLETIr�t • ASBESTOS NOlflCATl t A good faith survey of the work o>'eo has been conducted odd asbestos contoining material was aot discovued that would be involved in the construction of 'this project Do not reprove; domege or disttlb onv asbestos material adjacent to the work area Please concoct Boeing Fociities Deportment if asbestos contoninq rnoterid is damogcd or discovered that is requed to be removed to support work The follnwing materials in the areas rdjorent to this jab are ossutiietl to be positive for osbestos ... Ri✓tFl1=CyRC CO : CoNCR TE. (oo t �+ SEE DRAWING 109-10i- 2001- E9OA PUMP HOUSE AN WELL PUMP WIRING DIAGRAMS & DETAILS. y Y;, 0.f OVIOE 4�iAI�I! . o L� 240V SU5 `WAY; F! -U'.a !N' 11N1T AN INST IN Ot SH ' Pi OilIDE Ct NDUtT D V l LRE TD: .. MP `HOUSE CONTROL P ANE . AS : SH VN '�iE1INI'll E l��T � orlt4 � f�rtl4ris. p�� . � Ir►i5�T TiO , C N IN• u 't ics ' I , . NCH T C `t3g R IGID . C .:,SUSSWAst'`P .14- )NC ` iw: :' Q•A);: d l A i �i�El� S�'E�L 4 � � #bFPTCQL3N 46AI1 °, POLE: , M POi1'�Ho" F � .: = P'RpV4[.3� cQN0�1 `1l11Irt I�R6. . . PANE ,;TO WELT HI -eft ' liE*0oR AVSH . ELEC`rRICA NN TIONS PR I< Ur 1NsTRU ti`bl Cd E E • "�. . ''rt ) A ® 000 Q0 C1© ■ % //i% / V4 .,. %% ' fir -6 2 yM r r told !" lailIMEMBI P p � l s ill ®� Ms ACCEPTABIL!TY DRAWN BY :c gn THI " OESt6N AND /OR 5 : Kt SPECiFicA1 ON is 'APPROVED- • :APPRt, ;ED! DY r DEPT. bkTE '� fig- ;aF.✓�!��;