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Permit D01-189 - GOLDEN NUGGET - IMPROVEMENTS
GOLDEN NUGGET 14025 INTERURBAN AV S D01 -189 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT City of Tukwila WARNING: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side. Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: The granting of this permit cancel the provision of any or the performance of work. developmet •er Signature: Print Name: ARET DEVPERM RCM DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 336590 -0815 14025 INTERURBAN License No: AV r J 000 Fire North: 0 South: .0 East: TUKWILA Sewer: TUKWILA N Slopes: Y GOLDEN NUGGET Phone: 14025 INTERURBAN AV S, TUKWILA WA 98188 VORMSBERG COMPANY Phone: (206)246 -8545 GOLDEN NUGGET, 14025 INTERURBAN AVE S, TUKWILA WA 98168 TERRY WILLIAMS Phone: 206- 623 -8733 3201"1 AV S, SUITE 209, SEATTLE WA 98134 k** kit ****** * *****k*** irk** k• kk** k**** ****• k*****k k** 7k*** k** k*****k * * *k**k **** *k•k*** *•k Permit Description: DEMOLISH EXISTING NORTH ENTRY, ADDITION OF 81 ADDITIONAL SQ FT. MOVE ENTRY ON WEST SIDE AND ADD CANOPY:: ALTERATIONS TO EXISTING OFFICE AREA ON SW CORNER OF BUILDING. k * * * * * * ** ** * * * * * * * * * * *** * * * * * * *•k * * ** k k * * *•k * * ** k* *•k *•k * *•k *** * * *•k * ** k* * ** * * * *** * * *** Construction Valuation: $ 35,000 00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: N N N N Start Time: N N N N N N N N Permit Center Authorized Signature:_G N Cut: Start Time: No: Private: Private: *** k ** **•k *k * * * * * ** * * * *k * * * * * * ** * ** TOTAL DEVELOPMENT PERMIT FEES: $ 816.71 ******* k******* k******* k* * * ** * ** * * * ** * ** * ** * *•k * * * * * ** k* k • k* * * *•k * * * * * * *** * * * * * *•k * * *•k* N Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: N Date: WA ..rlegOVO44.8g (206) 431 -3670 D01-189 ISSUED 08/13/2001 02/09/2002 RESTAURANT 1997 AUTO FIRE ALARM .0 Size(in): .00 End Time: Fill: End Time: Public: Public: N 1) OjIMPPO Date: a - f 3 " D L I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this This permit shall become null Ird void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 14025 INTERURBAN Suite Tenant: Type DEVPERM Parcel #: 336590 -0815 ** **********• k*****• k******* * * *k•k* *•kk * * * *•,l**k *:t••A** *• **- .k *•k•k•k * * * *•k * *:k14* *•k * * * *•k Permit. Conditions: I .. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 0,;ivisiart:. 'Partition walls attached tip cei°l ing grid must b'e. laterally braced if over eight (8) feet in' length. Any exposed insulations backing material shall have a '.Flame pread Rating of 2 :5 less, and 'material shal l bear identi- fication showing fire performance rating thereof. construction t'o be done in conformance , wi th approved plans . and reyu 3renents =of the Uniform Building'' Code C1997 ,Edition) as ,amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy' Code :11997. Edition). ;n't`Z5afx ),q kw P l wnb'ing permits shall ` be obt'a ined through the Seattle-King County Department of Publ:i`c Neal th. Plumbing will be inspected - by that " agency, .` i nc.l'udi"ng all gas piping .296- 4722).4 a l i d:i ty, {a p fans, ::si strued t ti Permit No: D01 -189 Status: ISSUED Applied: 06/25/2001 Issued: 08/13/2001 > ermi t The i`ssuarjcof a''. kiermi t,.,,ur,approval,. if and computations 'shall ..not be >con :; ,permit for, or an approval:.of, any, violation f 'a of '-.t he 0L.W.PrOvIsions of the bu`i :l d i•ng code :or/ of , any. othetC' or'd,lnance of the jurisdi n :No • permit presuming t g ive authority to violate or ; ...canoel th :prcvistons of.":this code- shaii }be valid, ',::, . :,{ 1 ectr i per.m:i is shall be obtained through the Washington ' State: Division :of= 'Ca - bor and Industries and`' all electrical work w i l 1 ;.bet inspected by that agency 0248'76630) All mechanic " r trk ` shall be under separate. permit issued the City of ;:Jukwi la, All permits, inspect.ion records, andappr,oved plans shall be , available at the job site prior to the start of any con straction. These documents are to be maintained and avail- , ,able until final inspection " /approval is "granted. • ** *FIRE DEPARTMENT -CONDITIONS * ** • The attached set of plans have been reviewed by The Fir Prevention Bureau and are-acceptable with with the following concerns: The total number of fire e Ct'i ngu i shers. required ;. for your establishment is calculated at one = extinguisher For each 300.0.'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) 3. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely 'and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet a ve Ihe floor and the clearance i between the bottom ofj extinguisher and the shall 4 not be lessthan 4 inches, I 14. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) 15. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was 'performed and shall identify the. company or person ,performing the service. , (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type - fire ,extinguishers shall..,be,emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire 'extinguisher(s), are not accomplished or the inspection ,tag'., is not complete reputable fire extinguisher service', company will'be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) Maintain fire extinguisher coverage throughout. - No Point irs;an Onsprinklered building may be more than 200 feet from exit, measured along the path of travel. '(UBC 1004.2.5.2.4) No point, in a sprinkiered building may be more than 250 feet froin'an'exiimeasured the path of travel. (UBC' .1004.2.52.2) 20, Exit doors, shall' swing in tpe of exit travel when i ,servng 'any hazardous area or when serving an occupant load • of 50 or-more. (UGC 1003.3.1.5) • ;Exit doorsshalt be openable_from,the inside without the use of a JOY or,inkspecial knowledge or effort. Exit doors shalYnot be locked, chained, 'bolted, barred, latched or otherwise rendered unusable. All locking devices shall' be of an approved type. (UFC 1207.3) • Dead bolts are not allowed on auxiliary exit doors unless , • the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) When two or more exits - from a story are required, exit signs shall be iils,talled at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8'.2), • When two or more exits from a story are required and when two or more exits from a room or an area are, required, exit signs shall be illuminated. (UBC 1003.2.8,4) _ • Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 26. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 27. The power supply for means of egress illumination shall . _ . 1 normally be provided b the premises electrical s ply. In the event of it's ure, illumination shall 1 automatically provided-irom an emergency system for Group Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an H. occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 28. ,All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical :system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Maintian sprinkler coverage per N.F.P.A. 13. Addition/relocation of ,Walls, closets or partitions may require relocating and/or adding sprinkler heads. , . Sprinkler protection Shall be extended to all areas where required, includAng all enclosed areas, below obstructions; and under overhangs greater than four feet wide. (NFPA 13-4-5 5 3 1) ' • . 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 sprinktersystems and all modifications to sprinkler ,systems triVolvrn T, than 50' heads shall ha written, '. , approval ;of t1 ( - ) J I : r , t r o ..e gual, Industrial R :sprinkler City d Ori...'.work inance shall without; approved ' drawings. ' - , = Insurers.1<emper any designated and/or recOrgnize b y the City of Tukwila, rior to • submittaTto.the Tukwi la Fire Prevention Bureau. No All sprinkler System plans,'alculaL • ,c _ions and the " , - 'contractors Materials and Test Certificates submi tted to the Tukwtl* Fire Prevention Bureau must be stamped with the _ appropriateYlevel of competency seal. (WAC 212 Maintain auto6attc'fire detector coverage per N.F.P.A. 72. ,.„ Addition/re,location of walls, closets or partitions may require relocating and/or adding automatic fire Aetectors. • Maintain square foot coverage of detectors per manufacturer's specifications in all areas including:-, ,closets, elevator, shafts, top of stairwells, etc. (NFPA 72, 5-1.4.2) All new fire alarm systems or modifications to existing systems shall have t he written approval of the Tukwila Fire Prevention Bureau. No ,work shall commence until a fire department permit has been ,obtained. (City Ordinance #1900) (UFC 1001.3) 36 All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(0) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 39. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to 1 location on property, f re resistive requirements based on type of construction, ( ft stop partitions and rd() coverings shall be maik as specified in the bdilding Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed tr improperly installed. (UFC 1111.1) 40. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8-B of the Uniform Building Code. (UBC 804.1) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the , street. Numbers shall contrast with their background. ,(UFC 901.4.4) . In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a Conspicuous place near the main entry door. (UFC 901.4.4) 43. Fire Department lock boxes shall be provided for access to all fire alarm panel's and sprinkler risers. The ,appropriate key(s) ,for access shell be placed in the lockbox. Lockbox forms must be obtained from the -Tukwila Fire Department. (City Ordinance #1900). , Contact the Tukwila Fire Prevention Bureau to witness all .required Inspections and tests. '(UFC 10.503) (City ' ( ,Ordinance #1900 and #1901). This revieW'flimited to speculative tenant space only - special fire permits-may_be necessary depending on detailed, description of intended use. • • . Any overlooked hazardous condition-and/or violation of the adopted Fire or Building Codes does not imply approval of • such condition or violation. • The plans were reviewed by , If you have any . questions, please call the Tukwila Fire Prevention Bureau. at ( Jemporark,, control measures shall be implemented as the firsorder;Of business to prevent sedimentation off site or into existing storm drainage facilities .• hereby certl read these conditions and will comply lththem as outlined All . provisions of law and ordinances goVerntng",' this work will be compLied with, whether specified herein or not . . The granting of thiSpermit does notHpresume'tO give authority to violate or cancel theProviSjdrisof any other work or local regulating constructiOnOr the„.. of work.:,-= - - z • z • re 6 5 : -1 00 co 0 w' W I w cn ±" w z ‚-0, z I-• U.1 2 D .0 SS In 1 w 1- w z • 0. — .z Project Name/Tenant : 40 i a n - ) ft (1 44 . #3 r City State /Zip: Value of Construction: .5 „, ',tvi0 Tax Parcel Number: - 014 l Site Address (ir) 1422,.5 mber) - j 4 [la Property Owner: .51 livt�IZ j7oLl. e2. c4. Jo Will there be rack storage? ❑ yes 0 no Phone: 4 125 /zz — 478 Street Address: c 2t' r City State /Zip: 0 Wa Fax it. X 25 /a —fo21 Phone: Contractor: Street Address: City State /Zip: Fax ft: Architect: Tin GN69b1W1 1.4.,1/3"4 AI2ulirec S I /'I.1 c.... Phone: 204/ Z3 - 8733 Street Address: 3201 I r/I.li E. ' 5c. 5c. / nr ic 2 City State /Zip: J6t> rn- WA, Q$13 Fax it: • 20e• 74.Z3 -' 97GtO Engineer: act to.›) I.) ate 21AI Phone: yr..577719 -135'on Street Address: 260 4 11t /IV 0 ' 6vtru 200 City State/Zip: SvmokJOS 'get0 Fax #: y 2e5/7 ?8 —SS34. Contact Person: T l2Rc4 (fut.tLL -IAt Phon ' 2(?(v •• ( p 23 -- ri 3> Street Addiless: 3201 1 A V6 _'S : 50/Ter 20/ City State/Zip: Fax ll: a T TIse, w'14 `1' Description of work to be done (please be specific): )�MOt.I TT O&.) G1 = 13X1bT 'A f log. NTfL�{ Apt71Tlos4 or 9 I P.DD rrt out�t. 5 Mal e GU vv..) to Bibb” 61 D� p►u v � . om c o.w ° 1 . ,t�L. -1'1. �, TtiDI.7 S 'TO u..o e. 6-)4bT'ci, mr FtGC3 PAL o t-, .5 coca ce or vu Existing use: El Retail Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church Manufacturing 71 Motel /Hotel in Office ❑ School /College/University ❑ Other 1 .R. __ ____ ,___ _,_ Proposed use: ❑ Retail Restaurant ❑ Multi- family ❑ Warehouse Ell Hospital ❑ Church LJ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other _ p,-, t3e_? "`.oi Building Square Feet: ei354, existing No. of Stories: I Area of construction (sq ft): a1 tatew Will there be a change of use? ❑ yes yes 71. no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: ❑ sprinklers pi automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes . no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUV VILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Number: Permit Number Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Flood Control Zone ❑ Hauling Channelization /Striping ❑Curb cut/Access /Sidewalk Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. Cl Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt it: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: G- - — o Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM 11/30/00 cipernsU.doe APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: AL L+rr1: C:N ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A 51113MUI ED © r4 Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 1-1 -13). Business Declaration required (Form H -10). Four (4) sets of ivorking drawings (five(5) sets for structural work), which include : V�INGS T E AMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL i;:Olt eivrt.f W EER Silq Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Properly lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form I-1 -9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. t El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form 11-4, "Affidavit in Lieu of Contractor Registration ". building Otvner /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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 WNELQR AUTHORIZED AGENT: Signatur Print name: era- Address , � 201 11 /.111 /GO etpenn doe IRJ.€.1_14:5 IL.L AM Ave .6 So, re - *zoo, Date: Phone: 7 Z'Z / ZOO ax #: 4z3-19 760D City /State /Zip ..54 077 t ea4 98/c3r' • * *, *4:1 4, * *4* * * *s * *4' *144 *,4 *** * " k * *'* * * * * * * *4 * * *•5 * * " "* * * * * : .. TV OF ; <rIJK�!lsll A, W( TRAi4SMI r * * * * * *4* * *4 * *' ** •,1 ** ** *x,1.14 * *t! *k *,F*1+ *41 4. ** *' ,f R Affl3MET Nt.rmbej= R0':101047 ..Amounts , , 496.75 06/13/01 . 11 : 01 . Pa "yme'ri M ;th od : ,CHECK N&tat i on :. MAR:TY VALSVrG In i,t « KAS 'enmiti No: D;01:- 189 . Type:' I EVPERM DEVELOPMENT PERMIT ar�cel •No. 336 59040615 dde 140:5` :INT.ERURI]AN AV 5 . Total ' Fees :. 816.71 i s ' F?ayniei'it 496.75 Total ALL Pmts 816.71 Balance: .00 * * * * * * * * * * ** * * * * * * * * *,* tit * *.t * * * * *:*1\ * * * ** t * * *7,1 * * * * * * * * * * * ** i� ount:` Code )e9cr i pt i on Amount 0/322 1:00 F UU..DING - Nt7NRE5 492.25 000/386 90;4 STATE BUILDING SURCHARGE 4.50 . Ade'*.• 1r4i' kk*** 1** A *h4* * *:k.'* **h**o-t:k**k *:4*,4**A* ** r.kk: .lkk _. T1.11:141LFi» 'wA TRA !SN3:'f. �i`�r.•*Ait�t *at Att'* Ak: kAkt: 1** h, o1s4 *h�r?t* * *kdt *:khAk*ht�rAlkk* r4 A* A:kkhh, +* *** iNS Amount: 319.96 t)E /2; /ti9. 11.22. dw Method: .-CHECI■ I4otati•on: GOLDEN t4LIE.GE t In i t JP ) t Pa'rir i W' DO1 --18:9 , Tvpe DEVP.EJ HI .DEVELOPMCr�#T ,PERMIT I*: r'oe 1 No: = 33. ;590 f3:i. e k : :Ad r1r:e 25 • ' 140. IW'IE12URE3AN :A.V 81.6 „71. `PPeavnierl't; 3,1.'9 o. 6 .. 1c)1;4/1 -4114.; Pm.' 319» 96 t3 r.Z 1 i n c L3. w . 496 n '7 a *****41 r' t* 4 •h•'h.'***c.4t4,:***'A`4e'k40,:**** * * * *A* le **A *'kA'dt*.*AA **A** *11:A*** ACt:pctn.t Cade ..Dc9cr^'i.p tor? Amount (1Qq. 3 4 i �# i) f�I:• .... C.HEC < — NO��RE 1.' 96' • i'>r 06/25 9710 .TOTAL tort 8: /4 Au if jAv-itSiel° Type of In section A p35.5 ,9y1 .e, 1 a102.... Special instructions: Date w ca a l n le t d ed p.m. Requester icun Phone:ei COMMENTS: INSPECTION RECORD Retain a copy with permit 1 li■)SpECTION CITY OF TUKVVILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431-3670 F8 proved per applicable codes. L j Corrections required prior to approval. Date: ,/ .00 REINSPECTION FEE QUIRED. Prior inspection, fee must be paid f 6300 Southcenter Blvd., S6ite 100. Call to schedule reinspection. Receipt No: Date: Roject: , C-- ri Kluriete,-1— Type of InspeZtrOn'? /:7,7 4 / Address: , i L Ui,1-7 1r)-krily ii-Ztri ilv \> Date called: / -/C: (2 z-- Special in'structions: ,-- 1 7 r pz.ts // @..., //-m il 3 N Date wanted: 02_ p.m. Reque: t Pho e: . 4.9.5 -- 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)43.1-367 CO MENTS: C- S (t f 71— C.? c`' 4.e, „o A)/ At Approved r applicable codes. Corrections required prior to approval. $4 . 0 REINSPEC I N EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: S. COMMENTS: ( I A r s : c7 6 {)O(1 1M\ SS hr O ro - Da te call J(- ►._,t.)oc, 1 j t Date wanted: s� f n fin.) l; f /gjOj a.,4 2 -" S cl r UYA c r r cl1 ((vSerS: Poe: ( 3.5) ' S S - 13 4 be See o rPcl � r C- t 1 (' 'P i \ - W i 4 r\ C of cL j c p o r se-9 -P Loin. - Ovey -. IU vv . V ‘-\\-t) t_CA NI - \ ; .S — L e SS 00:j nd GlooQ c rect5 3) ( lCz%% - Ct rO\)erl P '—.i " I ( Ty Inspection: , , if � A r s : c7 6 - Da te call Special instructions: (9 0 0 Date wanted: s� f n fin.) l; f /gjOj a.,4 Reque; eK: • (( U Poe: ( 3.5) ' S S - 1O 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 Approved per applicable codes. J Corrections required prior to approval. Inspector: 11 � INSPECTION RECORD Retain a copy with permit `4,cvvid4-- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •' t r r b 12 PERMIT NO. (206)431 -3670 Date: 0 t t s (s X 14:: Y+ 1: iyJ, C;( is41�f.'. Kfi; +P.rj:',��?4;:lii�1;)tC�fi,;n,. P ct: G Typ f Inspection: A r ss :. . .. --, Dat c alled. Spec al } instFuctions: Date wanted: //0(1)1 / a.m. p.m. Requester,; ,, P ° q 5)901 � - - -/ 1- • INSPECTION NO. CITY OF TUKWILA:BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA•' 98188 ,Approved.per:applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 4 57/ 0107 - 5 e! ���...� ,c\ Inspector: Date: 1 2 .zi $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: .Date: �".+ a$. ..3.�2`r'.:►l.6mGC'.:'.�- ...fai 'r. iCMi.c.Ye..:iG �i:6 •.a• r - - 4 _ ;- ...o INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 Special instructions: Type o_f,.lospectioq: Date called: ,..):45 Date wanted: • a.m. //'26 Requester: Phone: Approved per applicable. codes. Corrections required prior to approval. 41 4 7 A o' U 6-f .t-C h �j „e4/4 /J- C.14164., Date: /i,,,,,,2(0 1// $47.00, nEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid .'at 6300 Southcenter`Blvd., Suite 100. Call'to schedule reinspection. Receipt No: Date: o o.� P 'lect: I:i 0. II.vi , l V i A G(G ' Type o nspection: 4� �G� q -17(74 ' ) TU :: ress: I Lf (D' ,,f 4 0 Aicii *7 Date ca ed: AV / 0 / / ( Special instructions: Date-wanted: 0 //0/0 / p.m Reque er: ' Ph ne: Approved per applicable codes. CO i4 NTS: if.';.. { ,L: 70F4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /..,()Ce .00 REINSPECTION FEE QUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Su' a 100. Call schedule reinspection. Receipt No: Date: /eV/O /0/ Date: Corrections required prior to approval. PERMIT NO. (206)431-3670 /t t iii %'} ; ��i1:4'Ei x L ;r �' ...u1 • .mJ.J,;Sa4Krr� h,; N" Y. ri!.,H �E: ailritJ...; �Ji'! ,,t,<t:jM.j_ „�,y�,e.4.Tf5y�?';. z Q ' re W: 2 -IC) O 0 W =: W O. < • d = W Z I = . O' Z f— p O ▪ N ' W • W W F'` w z U (I) '. O z Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Piectiden CO( iri - Address: I ' 1 Atv f Speci I- instructions: of Ins ection rr e & Da a e d: t� ed Date anted• - ID(' 4 C 1 Requester: P215_g qD- - 3 /33 ZV?-F , 2 /2 6r. r 47'00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 0300 Southcenter Blv ., Suite 100. Call tq'schedule reinspection. Receipt No: Date: Corrections required prior to . approval: . ,��� « K:'' i":,... �';'; 4xfitL�`•". dtss_.`;. ��....' �,^ C,i::.:..���Y.4 =...x,':'4�,.t�1 COMMENTS: �'�} �-/ k. 4t) V11001 G V (9 *4 . )01 I / WO( 4 4 ) On) \ c { 1 ` O W { Inn S h ('� I Cckr C 0 e - \oo-ik s cI P Mc,v\Gtr,p Io()w1 rPO k. r 0e)w'. � n�ri — S°U'�� 5 2 t'tt 1 I l h S - - i` ` "S— Gct tmQ roniv\ S t c a, 1 Requester: 1., /` � y 'Thomas " x'22.... 8 133 Project: X v1 v . j Ty of Insp @ction: h or. L tI h Address: ( Date called: / Special instructions: Date wanted: a, 1 Requester: 1., /` � y 'Thomas " x'22.... 8 133 +�R .1�.,. ;: th'. r: ist7fn :+:itEYS::rJiw5 1 INSPECTION B.eriaF�1 x�.12� •M. ar: : .%ii INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspector: • � Date: 10 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: h��. r�g ii. ��ZS .t�'nt'v�`�k�`s^�3.,�^s. °)a� Proj ( X de/P ill Type of Inspection: j - )a /( ( t! f t J O rl Addr ss - � --- -, Gzfi Date called: j / . O/ J1 ° / Specia instructi p e Date ant d./ / a.m. Requester: "'VII Phon . Y,}14,4', 4"1, 1f.434f:Fii('i ',/ :.....t14. ..ff 4 41A:t INSPE 6 NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: f Inspector $4 1 .00 REINSPECTION FEE RLQUIRED. Pr' rif inspection, fee must be paid 6300 Southcenter Blvd., Sui R Eeipt No: Date: 100. Call to schedule reinspection. Date: Approved per applicable codes. Corrections required prior to approval. 47u.47'.2..14 COMMENTS: T © / * C . 7 0 . 4J Z//...4 l c C ( / ' 9 / ( ' C i le2S 7z71 a / 6 tY'1a Q, f 2 1<- %2 im J f.A./ S -r� am r / (-4 y Sv � / a p.m. Req est r:a r _` J I . .L,J ne:, P ho ` Jc 9c9' ^ 0 153 P � r e c t : A I T 7:12,23s . b cfn4e4/0 / 100/7 A/ Date calle ell • - Special instructions: Date n d: / / 1lf l O ( a p.m. Req est r:a r _` J I . .L,J ne:, P ho ` Jc 9c9' ^ 0 153 {.;j•� 3; i , tti INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA . 98188 Approved per applicable codes. n Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C I to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 z = H OC ul a 2 . J U UO a i w • W= J H. CD IL w -03 z w � uj U �- O N 0 I W • lU, Z '. = . O H, z P ect: O / i u g9Cfr Type of spection: ' 1 ItZ Address: 1 gc� .. 7tervr , Ad S Date all d: ( 40 / Special instructions: Dat a ted: ) g7 61 a. . .m. Req`ter: lam'/ 7 Phone: 44 19 S---' `I Q <2 703 INSPECT' Q'N NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: /$ 47.00 REINSPECTION FEE/ at 6300 Southcenter Blvd., Suij _Receipt No: INSPECTION RECORD Retain a copy with permit Date: (206)431 -3670 Corrections required prior to approval. COMMENTS: cC"L 4 er C? ` UIRED. Prior to ' spection, fee must be paid 100. Call to sc edule reinspection. Date: 'Ft 04.'7. Ifti,kte,',l! 7ir h • ;tiaVi..t ;iX,S ? - -i CS; „M 1(Sh.}4; ..,r`r414 t :, ?ilk',i ±:'y ✓. z H it 2 6 J U: U O ai W W J W O • J d . • W Z � : Z U u) 0 .O :O1-. W W . 1- • U . u.. 0. .. Z W CO O ~ z J +jail tsis Pro ct: - " > (00/ L) /\/ / (Gg.. - Typgo nspection: .St /fi9i 7' /ir1/- A r ss Date call .� Special instructions: Date w rg: ca.7 _ ed 2 D - 0 / a.m. p.m. Requeste : T. Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 " Southcenter Blvd, #100, Tukwila,: WA 98188 PERMIT NO. .) (206)431 -3670 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: A/27,.24 n' e OM OP y / bOF Pv 6ee/ /ao -1Q) ._swej/77 / — 4 ?? ,edY Date: q ^ n j .00 REINSPECTIONIFEE REQUIRED./ r to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • A • t_ e: d.; 1: c.'.:�i'..�', ;2'�a.":':.':�,:,r COMMENTS: '''' l ?I { 1 A � { ; . h r 1 Date lied: , ...../ ...../ ., cif' 3 t o I Special instructions: L) If1-4... .n r)OPV MY ■ - O1/Otirt.VtC'Q 2. ir) A CCt1^n Yo44- O Vctr P "< t h h („i � e Al ir6 ><t ( P 3 .) L) 5 c I p s1 o r4 Or -P O O r v" Cool-tor - pjj\ A 0 V e.,. . i ... J .T yr of InspeE ion Adcress: r-4 !' C� — 4eict'r ci AI Date lied: , ...../ ...../ ., cif' 3 t o I Special instructions: Date me Requ ster: Phone: C • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with - permit PERMIT NO. Approved per applicable codes. Corrections required prior to approval. (x c« ,, •4'.;+1 ,ss ikvi F1«t`v Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ( t 1 , ...r 11 to 0 u C t +, � ✓ T of Inspe tion: e it � n firr j dr s ' `l 09 -,Lnkrurbtil � D e all 4 7{1ii j cl instructions: Spe al wa ted: a .m. LtT r - P one: l`.' qr g 113 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 60 MOr*k : eas env' v ©V\ IL.. ?our } 4 Inspector''' nspector:t Date: 9 5-- 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i.1w11$Ats Breit .tfoki7 : " �r `.'f.4 ki,: -t1,`i '`'#.i wt 8 '• �� . & }i > ax a z = H : I.. W : O 0 W 1 U) L w O 2 g Q, .a = w z Z0 ju U O N O H w W: S O . w z H � : O z ) 402-5 • `J}`t��+`�Sa r: e. �'. A�""'. 6i4�+' w.: . t �' 7 iY ' siW�w` �' ta �Y: i k; ,C Y;ir ^ �,w�js'`�iwY�lt'f��..n; tFtr�LWi�6 '�tiii'SH! ✓d iirti�i>� +4�1��+N' i�y� .p'"�.�+r�Sc1'��i:'.,::4�::7, �..�,.�r -u t. ,�: i�. T r+ Project Name City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL ApPROVAL FORM Retain current inspection schedule Needs shift inspection ]INALAPP.FRM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits:. Approved without correction notice Approved with correction notice issued Permit N p1Y T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # � I - "? lo2-, Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 Sent by: AGI Technologies AGI TECHNOLOGIES Date 09/08/99 Comments Mailing Address: Description P.O. Box 3885 Bellevue, Washington 98009 -3885 (425) 453 -8383 425 646 9523;• - - -• - . 09/21499 4:17PM; Jetfax #801 ;Page 1 Time sent 2:00 PM Date Tuesday, September 21, 1999 Project No. 15,854.002 Sent to : Vernon Umetsu City of Tukwila Fax No. (206) 431 -3665 From Bruce Tiffany Total number of pages (including this cover sheet) 4 We are sending from: Fax No. (425) 646 -9523 Northwest Archaeological Associates - Results of Cultural Resources Monitoring for the Becker Trucking Site. FAX TRANSMITTAL Chrono Copy Required? Yes No Street Address: 11811 N.E. 1 Street Suite 201 Bellevue, Washington 98005 -3033 I , Sent by: AGI Technologies I September 8, 1999 Bruce Tiffany AGI Technologies 11811 N.E. 1st Street, Suite 201 Bellevue, Washington 98005 425 646 9523; Northwest Archaeological Associates, Inc. Cultural Resources Management Services 541634 20111 Avenue NW Seattle, WA 98107 Tel (206) 781 -1909 Fax: (206) 781 -0154 Email: nwarch@jetclty.com Re: Results of Cultural Resources Monitoring for the Becker Trucking Site Dear Bruce, 09/21 /99 4:17PM;Jeff #801;Page 2/4 SP') � Fpb AG T ech n / ogle $ The Becker Trucking Facility is located approximately 600 feet west of the Duwamish River at 12677 East Marginal Way South, Seattle, in Section 10 of T. 23 N., R. 4 E., King County. (See Figure 1 for project area map.) The site is a truck maintenance, fueling and dispatch facility, with two underground storage tanks containing diesel fuel and unleaded gas installed in 1975. In 1998, the discovery of petroleum - contaminated ground water and soil at Becker Trucking prompted the removal of the contaminated soil, along with the installation of a ground water extraction and treatment system. Northwest Archaeological Associates, Inc., was contacted to write a Cultural Resources Monitoring Plan (NWAA 1999). Background information on project description, geology, ethnography, history, archaeology, and monitoring procedures is included in that report. On September 4, 5, and 6, 1999, Deborah Scratch, an archaeologist from NWAA, monitored the removal of approximately 1,100 cubic yards of petroleum- contaminated soil from the property of Becker Trucking, Inc. The first morning Deborah observed the sediment removal (excavated with a backhoe) from an office due to high vapor readings. In the afternoon, and the following days she was allowed to observe the excavations directly. Stratigraphic layers include various layers of fill, until nine feet below the surface. At nine feet below the surface is an organic matrix, with an abrupt and smooth boundary. This layer is a very dark brown/black organic layer with many fine small roots, and no gravels, A similar stratum at 9 -10 feet below the surface was encountered by most of the exploratory bore holes excavated prior to this phase of the project. It represents a buried surface and these sediments and those below it would be the most likely place to encounter a prehistoric site. This should be a consideration in the future if excavations are planned which would disturb this layer or below. Below this layer is a greenish gray clay which extended from 10 -14 feet below the surface where the excavation was terminated. i: . ibtJ3 +L3YAiw147 \Ytii'�.411iefY".� r� Sent by: AGI Technologies No significant cultural resources were located. Concrete chunks, yellow and red bricks, and milled lumber were located 2 -5 feet below the surface, but were not considered significant cultural resources since they were found in the layer of fill. One of the yellow bricks has "CLAYBURN" stamped on its side. This brand of brick was manufactured by the Claybum Co., Ltd., from British Columbia, Canada, and was manufactured from 1927 -1930, as referenced in the book Bricks and Brickmaking, by Karl Gurcke, 1987. We thank you for your effort to contribute to the identification of cultural resources in this region. Christian J. Miss Senior Archaeologist cc: R. Whitlam, SHPO Northwest Archaeological Associates, Inc. 425 848 9523; 09/21/99 4:18PM; jgtFax #801 ;Page 3/4 Page 2 Resutta of Cultural Resources Monitoring for the Becker Trucking Site U.: U CI: C 'CD Ur, • w W �: g Q , z a. 1—:0; .z W W; . :ate; 4 I .W w H U ,: . tL. — 0; Z: UN: '0 ~f Z. Quantity Date Description 1 08/05/99 Cultural Resources Monitoring Plan for Becker Trucking AGI TECHNOLOGIES To: City of Tukwila Attention: Vernon Umetsu Project: Subject: transmittal of report Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 Becker Trucking /Remediation From: Bruce Tiffany DCP.O. Box 3885 Bellevue, WA 98009 (425) 453 -8383 FAX (425) 646 -9523 ❑ 541 N,E. 20th, Suite 103 Portland, OR 97232 (503) 232 -1800 FAX (503) 232 -9272 Date: Associates to the State Archaeologist, Dr. Rob Whitlam. let me know if you need additional copies. TRANSMITTAL August 14,, 1 :!Y\i; J(, • (71 7:3 n ---- �- IN+054 L,.4 Number: 15,854.002 For Your: ❑ Distribution ❑ Use ❑ Records ❑ Review ❑ Approval ❑ Information Remarks: One copy of this report has been sent by Northwest Archaeological Please Via: U.S. Mail C.C. f ❑ P.O. Box 1158 Gig Harbor, WA 98335 (253) 851 -5562 FAX (253) 858 -6007 r Date � Description 08/16/99 Resume /Vitae of Northwest Archaeological Associates Monitor. Comments most of the excavation Here is the resume /vitae of a second NWAA Monitor who will be on site for activities at the Becker Trucking facility. Please contact me if you have any questions. Bruce Tiffany Chrono Copy Required? Yes No Sent by: AGI Technologies ... 425 646 9523; 08/17/99 5:06PM;JetFax #382;Page 1 AGI TECHNOLOGIES Date Tuesday, August 17,1999 Sent to Vernon Umetsu City of Tukwila Fax No. (206) 431 -3665 From Bruce Tiffany Time sent 4:20 PM Mailing Address: Total number of pages (including this cover sheet) 6 We are sending from: Fax No. (425) 646 -9523 P.O. Box 3885 Bellevue, Washington 98009 -3885 (425) 453 -8383 Project No. 15,854.002 FAX TRANSMITTAL } Street Address: 11811 N.E. 1'' Street Suite 201 Bellevue, Washington 98005 -3033 "' I Sent by: AGI Technologies ,. 425 646 9523; 08/17/99 5:06PM;jetFax #382;Page 2/6 UNDERGRADUATE HONORS: FIELD SCHOOLS: NAME: DEBORAH J. SCRATCH ADDRESS: 12031 22nd Ave South Seattle, WA 98168 (206) 244 -9715 EDUCATION: RELATED CLASSES: Chemistry 171 Biology 151 Zoology 121 Bachelor of Arts, Anthropology University of Hawaii May 1996 A.ssociate of Arts American Samoa Community College May 1991 Academic Scholarship (American Samoan Government), 1991 -1995 Dean's List, University of Hawaii (1993 -1996) Co- Valedictorian, American Samoa Community College Phi Theta Kappa member -elect Archaeology 571 University of Washington Summer 1996 Anthropology 380 University of Hawaii Summer 1994 ARCHAEOLOGY CLASSES Anthropology 603 - Archaeological Theory, Spring 1996 Anthropology 399 - Directed Reading (Archaeology of Fiji) Spring 1996 Anthropology 472 - Ceramic Analysis, Fall 1995 Anthropology 468 - Archaeological Theory and Interpretation, Fall 1995 Anthropology 464 - Hawaiian Archaeology, Spring 1995 Anthropology 215 - Physical Anthropology, Fall 1994 Anthropology 210 - Archaeology, Spring 1994 Anth. 485 (Pre- European Hawaii) Anth. 447 (Polynesian Cultures) Anth. 200 (Cultural Anthropology) z re 2 UO • N LIJ J i-- w o , = d: w :: Z �. 1—O .. Z w o . 0 1- I V: 1- -:. O. w z o 0 3 Sent by: AGI Technologies 425 848 9523; 08 /17 /99.,5:08PM;JetFax , #382;Page 3/8 August 1-2, 1999: Position: Tasks: Employer: July 28,1999: Position: Tasks: Employer: July 7-23, 1999: Position: Tasks: Employer: FIELD EXPERIENCE: June 9,101999: Position: Tasks: Employer: Snake River Dredging Disposal; Tri Cities - Clarkston, WA Field Director Archaeological Survey Northwest Archaeological Associates 5416 in 20th Ave NW Seattle, WA 98107 (206) 781 -1909 Park Pointe; Issaquah, WA Field Archaeologist Archaeological Survey Northwest Archaeological Associates Snake River Dredging Disposal; Tri Cities - Clarkston, WA Field Director /Assistant Field Director Archaeological Survey Northwest Archaeological Associates June 28 -July 2, 1999: Snake River Dredging Disposal; Captain John/Windust Park, WA Position: Field Archaeologist Tasks: Archaeological testing/excavation Employer: Northwest Archaeological Associates Okanogan P.U.D Transmission Line; Pateros, WA Field Archaeologist Archaeological survey Northwest Archaeological Associates May 27 -June 2, 1999: Marymoor Park, WA Position: Field Archaeologist Tasks: Archaeological testing Employer: Northwest Archaeological Associates April 26-30, 1999: Position: Tasks: Employer: Cowlitz River Hydroelectric Project; Morton, WA Field Archaeologist Archaeological testing Historical Research Associates 119 Pine Street, suite 207 Seattle, WA 98101 (206) 343 -0226 Scratch 2 xMrtrx 17110 ., .. Sent by: AGI Technologies 425 646 9523; April 6-15, 1999: Position: Tasks: Employer: March, 1999 Position: Tasks: Employer: Yakima Army Training Center Field Archaeologist Intensive surface survey Historical Research Associates Archaeologist Laboratory work: Flotation of soil samples Historical Research Associates July 10 - 11 1998 ; July 22 — 31: Redmond, WA Position: Field Archaeologist Tasks: Archaeological monitoring Employer: Northwest Archaeological Associates July 13 - 17,1998: Okanogan P.U.D Transmission Line;Twisp - Pateros, WA Position: Field Archaeologist Tasks: Intensive archaeological survey 08/17 /99_,5 :07PM;Jgff #382; Page 4/6 January 4 - February 19,1999: Cowlitz River Hydroelectric Project; Morton, WA Position: Field Archaeologist Tasks: Archaeological testing/excavation Employer: Historical Research Associates December 8 -10, 29-30, 1998: Shelton WA Position: Field Archaeologist Tasks: Intensive archeological survey Employer: Historical Research Associates November 9 - 19, 1998: Yakima Army Training Center Position: Field Archaeologist Tasks: Intensive archaeological survey, limited subsurface investigation Employer: Historical Research Associates August 12 - October 29, 1998: Tolt River, WA Position: Field Archaeologist Tasks: Data recovery: archaeological excavation Employer: BOAS, Inc. P. O. Box 20275 Seattle, WA 98102 (206) 323 -1343 Scratch 3 �..Wxa.:;�a� »� +r!i5.�?.'Y.ait�Yb'�iLti2'; .:.; �f', al '�.re': "aSl�si,•i+;ii: 5<:,. w '�s;�'i':�+:'zx:�:i�}.•t:�;+f`: Sent by: AGI Technologies 425 646 9523; Employer: Northwest Archaeological Associates June 22 - 25,1998: B.P.A. Fiber Optics Line; WA Position: Field Archaeologist Tasks: Intensive archaeological survey Employer: Historical Research Associates June 8-. 19,1998: Position: Tasks: Employer: May 4 - 11,1998: Position: Tasks: Employer: February 1998: Position: Tasks: Employer: Issaquah, WA Field Archaeologist Archaeological testing/excavation Northwest Archaeological Associates Brownlee Paddock Tract Transmission Line Survey; Cambridge, ID Field Archaeologist Intensive archaeological survey Northwest Archaeological Associates April 13- May 1, 1998: Cowlitz River Hydroelectric Project; Morton, WA Position: Field Archaeologist Tasks: Intensive archaeological survey Employer: Historical Research Associates December, 1997 - April 1998: Bremerton, WA Position: Field Archaeologist Tasks: Archaeological monitoring Employer: Northwest Archaeological Associates Fall City, WA Field Archaeologist Archaeological testing/excavation Northwest Archaeological Associates September - October 1997: Albeni Falls, Idaho Position: Field Archaeologist Tasks: Intensive archaeological survey Employer: Northwest Archaeological Associates October 1997: Position: Tasks: Employer: Burlington Northern Rail Survey Field Archaeologist Intensive archaeological survey Northwest Archaeological Associates 08/17/99 5:07PM;J ff #382;Page 5/6 Scratch 4 Sent by: AGI Technologies 425 646 9523; July 1997: Position: Tasks: Employer: May-June, 1997: Position: Tasks: Employer: August . September 1997: Kettle Falls, WA Position: Field Archaeologist Tasks: Archaeological excavation/data recovery Employer: Applied Archaeological Research 2915 NE Tillamook Portland, Oregon 97212 Kettle Falls, WA Field Archaeologist Archaeological monitoring Applied Archaeological Research Kettle Falls, WA Field Archaeologist Archaeological excavation/data recovery Applied archaeological Research February April, 1997: Fort Lewis, WA Position: Field Archaeologist Tasks: Intensive archaeological survey Employer: Larson AnthropologicaVArchaeological Services January- February; April 1997: Yakima Training Center, WA Position: Field Archaeologist Tasks: Intensive archaeological survey, limited subsurface investigation Employer: Larson Anthropological/Archaeological Services November Apri11996: Yakima Training Center, WA Position: Field Archaeologist Tasks: Intensive archaeological survey Employer: Larson Anthropological/Archaeological Services 08/17/99 5:08PM;AREAL_#382;Pege 6/6 Scratch 5 r Date Description 1 07/16/99 Resume /Vitae of Northwest Archaeological Associates Monitor. Comments oversee the excavation Here is the resume /vitae of Leslie Kay Norman, the NWAA Monitor who will activities at the Becker Trucking facility. Please contact me if you have any questions. Bruce Tiffany Chrono Copy Required? Yes No ■ Sent by:.•AGI Technologies AGI TECHNOLOGIES Date Monday, July 19, 1999 Sent to Vernon Umetsu City of Tukwila Fax No. (206) 431 -3665 From Bruce Tiffany Time sent 3:00 PM Total number of pages (including this cover sheet) 20 We are sending from: Fax No. (425) 646 -9523 425 646 9523; 07/19/99 3:13PM;Jg #44; Page 1 Project No, 15,854,002 FAX TRANSMITTAL JUL 1 9 1999 PUSL W CRK S Mailing Address: P.O. Box 3885 Bellevue, Washington 98009 -3885 (425) 453 -8383 Street Address: 11811 N.E. 1` Street Suite 201 Bellevue, Washington 98005 -3033 Pest -H' Fax Note 7071 Dole 17 .o #iy ...► ftim L.AJo Co, Phalle *325 - �,°^o ' W--- r—�— F ox -- Fox R Sent by:•AGI Technologies r i i 425 646 9523; 07/19/99 3:14PM;Jetffix #44; Page 2 IQ 39tid OOSSb 03dHO8 MN JlICR.Yjj r✓tS'f aLwG1'Z. A5,5 a PSt0t8L90Z 05:9t 666t/9t/L0 r?#4.'a':..'.go .•. <bti''- r<<7_`iti Sent by :•AGI Technologies 425 648 9523; Personal: Permanent Address: 317 Suffer Rd. Port Angeles, Wa. 98362 (206) 457 -1532 Education: Work Enperience: 1999 May* July Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: LaboratoryDirector Employer: Chris Miss Duties: Supervising and assisting in processing the remaining Albeni artifacts and documents. 1999 Aprti/May Northwest Archaeological Associates Seattle, Washington Work Location: Sandpoint, Idaho Position: Field Director Employer: Chris Miss Duties: Supervising the excavation of two sites located on the Pend Orielie River. 1999 April Northwest Archaeological Associates Seattle, Washington Work Location: Manchester, Washington Position: Field Director Employer: Chris Miss Duties: Writing the Monitoring and Discovery Plan for the Port of Manchester. July '16, 1999 Za 39'd VITAE LESLIE KAY NORMAN Born: 22 October 1983, Longview, Washington B.A. in Anthropology, University of Washington. Received.December 1985 1 OOSSt O3VHONV MN a aced : sa FOOTouyoai =ply <- 99 LO 1.82.9OZ 07/19/99 3 :14PM;ie #44; Page 3 Present Address: 4714 Ballard Ave NW Suite 257 Seattle, Wa. 98107 (206) 683 -3252 M.A. in Fine Arts (Anthropology), Western Washington University Received March 1996 09teTeL9aZ aS :ST 666T/9140 fwa ®v =v eOf9I. /I. : • .,,.•n.tNes -14 4.1 • . f' A�' i�I: `iS:•ti..l1li;::) cw. :Yn: \+.}'q of t)s'r`i %dn:?r. {; Sent by:•AGI Technologies 1999 . March Northwest Archaeological Associates Seattle, Washington Work Location: Gibraltar, Washington (south of Anacortes) Position: Field Director Employer: Cris Miss Duties: Supervising a two person crew who surveyed, excavated shovel probes and used a metal rod to probe for possible burial calms on a property near Gibraltar, Washington. 1899 February Northwest Archaeological Associates Seattle, Washington Work Location: Sedro Wooley, Washington Position: Field Investigator Employer Chris Miss Duties: Photographing and researching the history of two properties near Sedro wooley. 1998/99 December /January Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Writer/Researcher Employer: Chris Miss Duties: Report production for the Enron fiber optic line. 1998 December /January Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Writer /Researcher Employer: Chris Miss Duties: Report production for the FTV fiber optic line. 1998 October Northwest Archaeological Associates Seattle, Washington Work Location: Federal Way, Washington Position: Field Assistant Employer: Chris Miss Duties: Survey and testing of a property in Federal Way. c2 39dd 1898 October Northwest Archaeological Associates Seattle, Washington Work Location: Camino Island, Washington Position: Field Assistant Employer: Chris Miss July 16,1999 osmd 425 646 9523; 07/19/99 3:15PM;Je1 #44; Page 4 DOSS' 03VH021b MN p. ga IOV <- ipia 40 4eL60Z P9t018490Z 09:91 6561/9T/40 96 /B4 /4 :poATooad Sent by:•AGI Technologies 425 646 9523; 00 30Vd Duties: Shovel testing a small beach property. 1998 October Northwest Archaeological Associates Seattle, Washington Work Location: Fall City, Washington Position: Field Assistant Employer: Chris Miss Duties: Survey of a property in FaN City, Washington 1998 October Northwest Archaeological Associates Seattle, Washington Work Location: Cambridge, Idaho Position: Field Assistant Employer: Chris Miss Duties: Survey of 5 mile IPC Paddock reroute. 1998 October Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: lithic Analyst Employer: Chris Miss Duties: Conducting lithic analysis of sites excavated near Higgins, Idaho. September - December Northwest Archeological Associates Seattle, Washington Work Location: Millennium Corporate Park, Redmond, Washington Position: Field Supervisor Employer: Chris Miss Duties: Supervised monitoring, recorded two prehistoric sites and wrote the final report. September Northwest Archaeological Associates Seattle, Washington Work Location: Crystal Ski Resort, Washington Position: Field Assistant Employer: Chris Miss Duties: Excavated shovel probes near Elk Lake September Northwest Archaeological Associates Seattle, Washington Work Location: Mukilteo, Washington Position: Field Director S DDSs' 03dHOZIV MN to eded :eeT5otougoel IOV t- i+9 LOL9L90Z 07/19/99 3:16PM;Jef #44; Page 5/20 VStGt8L906 09 :st 666T/ST/L0 :wd9v:v 66/94/1_ :PeATBoeW t'^ •.4.4;15.5 r.n.1..�.'u`$.nil.SLfk:4 KIP in z _I � J UO L11 t w 0. • g J u. Z �. 1— O Z LU U O N . 0 t- w IL" O LLi O ff` z I Sent by:•AGI Technologies 1998 50 39Vd July is, 1999 425 646 9523; 4 3OSSV 03VHOM MN g eked : eeT6otouUool IOrd <- y9 LO L 8Lsoa 07/19/99 3 :18PM;„Jg #44; Page 8/20 Employer: Chris Miss Duties: Conducted background research, conducted survey, and wrote final report for the MuB OW Lancing Site. No rthwest Archaeological Associates Seattle, Washington Work Location: Erland's Point, Washington Position: Field Assistant Employer: Chris Miss Duties: Survey and shovel probed a property near Erland's Point Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Field Director Employer: Chris Miss Duties: Wrote the Discovery Plan for the Bay. Club Property, near Birch Bay, Washington. August Northwest Archaeological Associates Seattle, Washington Work Location: Birch Bay, Washington Position: Field Director Employer: Chris Miss Duties: Conducted background research, supervised survey crew, and wrote final report for the Bay Club property. June/July Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: LANG Analyst Employer: Chris Miss Duties: Conducting lithic analysis of material from five quarry sites excavated within the Yakima Firing Range. June Northwest Archaeological Associates Seattle. Washington Work Location: Snohomish, Washington Position: Staff Archaeologist Employer: Chris Miss Duties: Conducted test excavations at the Snohomish Senior and Youth Center site. ti9I0t8490Z 05 :92 6661/9t/Le = WdLi,:v 66/01./2. :pentaaeU Sent by:•AGI Technologies 1998 May Northwest Archaeological Associates Seattle, Washington Work Location: Deception Pass, Washington Position: 'Staff Archaeologist Employer: Chris Miss Duties: Survey of 64 acre parcel near Deception Pass. 1998 ApriI/May Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Laboratory Director Employer: Chris Miss Duties; Cataloged material from five sites excavated within the Yakima Firing Range. The total assemblage Included approximately 75,000 lithics. 1898 1998 1997 July 16, 1909 90 39Vd 9 eBed 425 848 9523; 07/19/99 3:17PM;Je1 #44; Page 7/20 March Northwest Archaeological Associates Seattle, Washington Work Location: Snohomish, Washington Position: Staff Archaeologist Employer: Chris Miss Duties: Conducted test excavation at the Snohomish Senior Center. February/March Northwest Archaeological Associates Seattle, Washington Work Location: Fall City, Washington Position: Craw Chief Employer: Chris Miss Duties: Survey and text excavation at the proposed Fall City Soccer Field. January Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Field Director Employer: Chris Miss Duties: Organized Albeni Dam field material and produced summary graphics of work conducted during the fall. Fall Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Staff Archaeologist 00SSd 03VNO8V MN 5 PSt0t8L90Z 09 :91 666t/9t/L0 :ea 8otouyoe1 b y K- ir910LBL90Z •`WdLV :b 66 /01/L :Pe^Tooed Sent by: AGI Technologies 425 646 9523; • 1997 40 39dd July 16, 1999 Northwest Archaeological Associates Seattle, Washington OOSSd 03tH3 N MN Employer. Chris Miss Duties: Hand-drafted final sketch maps and assisted with other tasks for both the I.90 corridor and the Portland to Las Vegas fiber optic line survey reports. September/October Northwest Archaeological Associates Seattle, Washington Work Location: Sandpoint, Idaho Position: Field Director Employer: Chris Miss Duties: Supervised an eight person crew that visited 150 sites abng the Pend Oreille River from Sandpoint to Albeni Dam. Activities, during the seven week project, Included: collecting artifacts, documenting pothunting activities, mapping, placing permanent monitoring datums and relocating sites. Northwest Archaeological Associates Seattle, Washington Work Location: Sandpoint, Idaho Position: Laboratory Director Employer: Chris Miss Duties: Director of the field laboratory. min Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Ltthic Analyst Employer: Chris Miss Duties: Conducted Iithic analysis of artifacts recovered from Pend Oreille River Proms Northwest Archaeological Associates Seattle, Washington Work Location: Vashon Island, Washington Position: Field Director Employer: Chris Miss Duties: Conducted background research and fieldwork, and wrote the letter report for Burton Acres Park. Northwest Archaeological Associates Seattle, Washington Work Location: Sandpoint, Idaho Position: Laboratory Director Employer: Chris Miss Duties: Responsible for laboratory processing of all materials recovered from the field during the May 1 997 field season. 6 07/19/99 3:18PM;Je #44; Page 8/20 t'I9T8L90Z 05:91 6661/91/40 L 00ed EI:e'FDoTouyoel IDv <- VS1O1.9L9O3 !Wdiiis -b RR /aLIi :coon `u�W :^ AW ti tsfO : ;';4 WW =,k Sent by: AGI Technologies 425 646 9523; 80 39Vd Work Location: Bainbridge island, Washington Position: Staff Archaeologist Employer: Chris Miss Duties: Work included: monitoring, excavating, drawing profiles and documenting features for the Soeles Estuary. 1996 Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Lithic Analyst Employer: Chris Miss Duties: Conducting the lithic analysis of artifacts recovered from 26 sites located on the Pend Oreille Reservoir near Sandpoint, Idaho. 1996 Winter Northwest Archaeological Associates Seattle, Washington Work Location: Prosser to Toppenish, Washington Position: Crew Chief Employer: Chris Miss Duties:. Conducted a survey of WoridCom Fiber Optic Line reroute in the Yakima Valley. 1996 Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Staff Archaeologist Employer: Chris Miss Duties: Worked on many tasks (e.g, editing and graphics) for reports on the cultural resources identified in the states of Washington, Oregon, Idaho and Utah, prepared for WoridCom and David Evans and Associates. 1996 Spring Northwest Archaeological Associates Seattle, Washington Work Location: Several Locations in Eastern and Western Washington Position: Monitor Employer: Chris Miss Duties: Monitoring installation of the WoridCom Fiber Optic Line near previously recorded sites and sensitive areas (areas likely to contain buried cultural materials). 1986 Spring Northwest Archaeological Associates Seattle, Washington Work Location: North Bend to Seattle, Washington Position: Crew Chief Employer. Chris Miss �i x a' «r'.t3:tktr"�aL'1ia ^�kG":': ti�li nil' }, r2t':Y.wit ?r Fsirdw ;S U:31;; ;N :: h af s . July 16,1998 7 g e6ed oossd 03VH38a MN :ewrOoTouyoel IOV 1,91.0Leemoa 07/19/99 3:19PM;Je #44; Page 9/20 I9I9I8L90Z • 09:91 6661/91/L0 = Wde'V =v co /91 /4 :pen1eaeb1 .z • i � • w. oo CO w u` • wO a, CO =a 1 _w zo 0' • O -; oF= = U. — o O ~' :z f Sent by : Technologies 1995 1995 1895 60 3Jtld 425 646 9523; 07/19/99,....3:19PM;Jeg #44; Page 10/20 Duties: Survey of the WorldCom Fiber Optic Line from North Bend to Seattle. Washington. 1995 Northwest, c Archaeological Associates Washington ashington Work Location: Camas. Washington Position: Field Technician Employer: Chris Miss Duties: Survey of land parcel for the proposed Camas Middle School. March Northwest Archaeological Associates Seattle, Washington Work Location: Monroe, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed the Monroe Golf Course. April Northwest Archaeological Associates Seattle, Washington Work Location: Baker Lake, Washington Position: plaid Technician Employer: Chris Miss Duties: Conducted shovel test excavations at Baker Lake Resort. May Partners In History Seattle, Washington Work Location: Ft Lewis, Washington Position: Archaeologist Employer: Sheri Boswell Duties: Site analysis and map preparation. 1995 • May Northwest Archaeological Associates Seattle, Washington Work Location: Auburn, Washington Position: Field Technician Employer: Chris Miss Duties: Monitoring of infield ponds and storm drain trench for the Emerald Downs Racetrack project. 1995 July 16. 1999 Northwest Archaeological Associates Seattle, Washington Work Location: Arlington, Snohomish County Position: Field Supervisor DOSSU 03VH3 V MN 6 aced :eojootouIaal IDY . v9LOLeI$Oz b9I0t8L96Z 09:91 6661/91/L0 =Wdot.': f. 00/O L/4 : p.ATaOab Sent by :•AGI Technologies 0t 30Vd 1995 April Northwest Archaeological Asaociates Seattle, Washington Work Location: Port Townsend Position: Field Technician Employer: Chris Miss Duties: Test excavation of utility trench at Fort Worden. April Northwest Archaeological Associates Seattle, Washington Work Location: Everett, Washington Position: Field Technician Employer: Chris Miss Duties: Survey of the Hardy property. 1994 April Northwest Archaeological Associates Seattle, Washington Work Location: Issaquah, Washington Position: Field Technician July 16, 1999 0 $ . abed ..,,\ 425 646 9523; 07/19/99 3:20PM;Jej #44; Page 11/20 Employer: Chris Miss Duties: Surveyed nine acre parcel. Northwest Archaeological Associates Seattle, Washington Work Location: Mukiiteo, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed a 15 acre parcel. Fall Northwest Archaeological Associates Seattle, Washington Work Location: Pend Oreille Reservoir, Idaho Position: Laboratory Director Employer. Chris Miss Duties: Director of the field laboratory. January Northwest Archaeological Associates Seattle, Washington Work Location: Auburn, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed and excavated shovel probes for the proposed Emerald Downs racetrack near Auburn. 9 DOSSi 03VH3NV MN eOfootou boy <- *Q1.0404000 b5tOt6L90b 09 :9t 666t/91/L0 :WdBf.ey BB / ©L /4 :PQATOOed a Sent by:•AGI Technologies Employer: Chris Miss Duties: Survey of a portion of Tibbeta Creek, 1994 May Northwest Archaeological Associates Seattle, Washington Work Location: Tacoma Watershed, Washington Position: Field Technician Employer: Chris Mies Duties: Surveyed a parcel of Plum Creek property. 1994 May Northwest Archaeological Associates Seattle, Washington Work Location: South Bend, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed water trench. 1994 May Northwest Archaeological Associates Seattle, Washington Work Location: Bainbridge Island, Washington Position: Field Technician Employer. Chris Miss Duties: Surveyed proposed sewer pipeline route. 1994 May Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Laboratory Directory Employer: Chris Miss Duties: Processed material recovered from Fort Wooden. July Northwest Archaeological Associates Seattle, Washington Work Location: North Bay, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed sewer pipeline route. 1994 August Northwest Archaeological Associates Seattle, Washington Work Location: Kitsap County, Washington Position: Field Technician 1984 July 16, 1899 I t 3.911d 425 846 9523; 10 3OSSd 03VHD V MN t l e8ed : se'F6OTougoel t 49 LO (BL90E 07/19/99 3:21PM; #44; Page 12/20 b9IOt8L90Z 09 :9T 6661/9t/L0 lost. =b 66/BL/1 :PeATeoek! 1 W I f 6 -JO ' gy p: ' co W W I • J I- • LL. W o u. • a • w; Z i-o z � W w I- • U - p . o N. o .. z Sent by:'AGI Technologies ,.. 425 848 9523; July 16, 1999 Employer: Chris Miss Duties: Surveyed proposed sewer pipeline route. August Northwest Archaeological Associates Seattle, Washington Work Location: Kingston, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed sewer pipeline route. September Northwest Archaeological Associates Seethe, Washington Work Location; Snoqualmie Pass, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed ski development areas. October Northwest Archaeological Associates Seattle, Washington Work Location: Entiat, Washington Position: Field Technician Employer: Chris Miss Duties: Monitored water pipeline project. October Northwest Archaeological Associates Seattle, Washington Work Location: Arlington, Washington Position: Field Technician Employer. Chris Miss Duties: Surveyed nine acre parcel. December Northwest Archaeological Associates Seattle, Washington Work Location: Office Position: Uthic Analyst Employer: Chris Miss Duties: Conducted Wilk analysis of Mule Spring artifacts. June Northwest Archaeological Associates Seattle, Washington Work Location: Skagit Valley, Washington Position: Field Technician 11 07/19/99 3:21PM;JetT #44; Page 13/20 09t0t8490Z 09 :91 666t/91/L0 Z4 050d SseTaorouyoel 2DV t- 49LOts400B :WdOS:b 66/94/L :penTeO Zt 99ad OOSSV OBVNONV MN w' re 6 O U O' w = _ J I- LL WO ga u. _ °' W z � , O ' ZE-, U O . o 1-- =W I- Va W H O ; z; .. U W O z Sent by:'AGI Technologies 1999 ET 3JVd 1993 December Northwest Archaeological Associates Seattle, Washington Work Location: Chehalis, Washington Position: Field Technician Employer: Chris Miss Duties:. Surveyed proposed land development. 1993 December Northwest Archaeological Associates Seattle, Washington Work Location: Seattle, Washington July 16, 1999 0OSSd 03dHD8d MN es. seed : eDT6oTOUL4DeJ. =ply .c- p LO 18L9OZ 425 648 9523; 07/19/99 3:22PM;Jg #44; Page 14/20 Employer: Chris Miss Duties: Excavated shovel probes along road right -of -way. 1993 July Northwest Archaeological Associates Seattle, Washington Work Location: ©reenwater, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed land exchange parcels near Huckleborry Mountain. 1993 July Northwest Archaeologicall Associates Seattle, Washington Work Location: Maple Valley, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed housing development. July Northwest Archaeological Associates Seattle, Washington Work Location: Granite Falls, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed housing development. mo 6 U O ; • w = ' . J �± w 0 g �.a z d F- = ;. z �.; 1-- Z g tu moo. off': O F-: • uj ~ U; 1993 August o Northwest Archaeological Associates iii z Seattle, Washington Work Location: Port Townsend, Washington o Position: Field Technician ?. Employer: Chris Miss Duties: Conducted test excavations near proposed utility trench Ilse at Fort Warden. 12 OSIOt8L904 09 :9t 666t/9t/L0 :Wdo9 :4 B15/91 /L :POAT 1 Sent by: Technologies 425 646 9523; Position: Field Technician Employer: Chris Miss Duties: Laboratory work for C.J. Strike Reservoir Project including projectile point analysis. 1882 June -July Northwest Archaeological Associates Seattle, Washington Work Location: Kellogg, Idaho Position: Field Technician Employer: Chris Miss Duties: Surveyed land parcels in the Idaho National Forest. 1992 August Northwest Archaeological Associates Seattle, Washington Work Location: Battleground, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed and shovel tested a proposed trail corridor in the Gifford Pinchot National Forest. September Northwest Archaeological Associates Seattle, Washington Work Location: Randle, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed two timber sale areas in the Gifford Pinchot National Forest. October Northwest Archaeological Associates Seattle. Washington Work Location: Birch Bay, Washington Position: Field Technician Employer: Chris Miss Duties: Conducted archival research, surveyed, and shovel tested. 1991 July Dames and Moore Chico, California Work Location: Fall River Mills, California Position: Field Technician Employer: Mike Kelley Duties: Surface surveyed PGT land. 1991 July - September Dames and Moore Chico, California July 16. 199e VI geed 13 OOSSb OB H3' 1 MN soT6ocouyoo.L IJV <- V9IO1.949OZ 07/19/99 3:23PM;J f #44; Page 15/20 tSTOT8L90Z 09 ;9t 666t/9t/L0 swdIg :ip estliRL /J :poATaoaa w ° • .J o U 0 ! ,N w . I- 0'• 2 g J. .mo � - La: • z• I-o z )-: w w. 0 °; ° • w H U' 0. • E- F 0 z. Sent by :`AGI Technologies 1991 1989 July 16.1999 5t 39Vd `" 425 648 9523; Work Location: Georgetown, California Position: Field Technician Employer: Mark Hale Duties: Surveyed land parcels in the Eldorado National Forest. October Historical Research Associates Seattle, Washington Work Location: Yakima, Washington Position: Field Technician Employer: Scott Kin Duties: Surveyed land parcel within the Yakima Firing Range. November Northwest Archaeological Associates Seattle, Washington Work Location: Everett, Washington Position: Field Technician Employer: Chris Miss Duties: Surveyed proposed housing development parcel. February June Chambers Group Inc. Santa Ma, California Work Location: Summit Valley, California Position: Field Technician Employer: Dr. Phil Debarros Duties: Tested prehistoric sites. July - September infotec Eugene, Oregon Work Location: Madras, Oregon Position: Field Technician Employer: Clay Lebow Duties: Tested prehistoric sites. January Center for Northwest Anthropology/Pullman Office Work Location: Ellisforde, Washington Position: Field Technician Employer: Dr. Ken Reed Duties: Tested a prehistoric site near the Okanagan River. May Mountain Anthropological Research Chico, California Work Location: Yreka, California Position: Field Technician 14 OOSSv 0a0HO2lti MN 9 { ebed ! saTboTouyoe,l IOV <- 1,91.01.191.190a 07/19/99 3 :23PM;Je #44; Page 18/20 091018493a 09 :9t 6661/9t/40 = Wd1.9 =4 68/91./2 :PeATOOea Sent by:'AGI Technologies 91 3bdd July 16, 1909 :`"`) 425 648 9523; 07/19/993 :24PM;,Jgfx #44; Page 17/20 16 Employer: Elena Nilsson Duties: Tested a prehistoric site near Ager- 8eswick Road. 1989 June Coyote and Fox Redding. California Work Location: Shasta National Forest, California Position: Field Technician Employer: Trudy Vaughn Duties: Surveyed land parcels in the Shasta National Forest 1989 July Coyote and Fox Redding, California Work Location: Lessen National Forest, California Position: Field Technician Employer: Trudy Vaughn Duties. Surveyed land parcels in the Lassen National Forest. July-October Mountain Anthropological Research Chico, California Work Location: Rogue -Elk, Oregon Position: Field Technician Employer: Elena NiieBOn Duties: Tested prehistoric sites within the Elk Creek Valley. November Infotec Eugene, Oregon Work Location: La Pine to Klamath Falls, Oregon Position: Field Technician Employer: Claudia Hemphill Duties: Pipeline right - of-way survey. 1888 • October- November Center for Northwest Anthropology /Seattle Office Work Location: Chester F. Morse Lake, Washington Position: Field Technician Employer Or. Randall Schalk Duties: Survey, artifact collection and laboratory work. 1986 (January) 1988 (March) Peace Corps Volunteer - Niger, West Africa Position: Volunteer Director: Lynn Gray OOSSd DWNONV MN b9T0i8L90Z 09 :9I 6661/91/L0 e6ed :coFBo1ouuae1 bine <- ggL0 = Wdae :b 66 /91./I :PeATeaeE{ , z • i • IJJ UO W I H : co L , w 0 • a z I.. z 1-: w Lit 0 O H w W' I H V w Z U � z Sent by: "AGI Technologies . 425 646 9523; Employer: National Cereals Project Duties: Supervisory liaison between Hamdaliaye seed center and field agents. 1984 Juno•August San Juan Island Archaeological Field School San Juan Island, Washington Position: Student Director: Dr. Julie Stein, University of Washington Duties: Excavation of Northwest Coast shell midden. water screening, flotation and laboratory work. Laboratory Director Experience Summer 1998 Laboratory Director for the Yakima Project Spring 1997 Laboratory Director for Pend Oreille Project 07/19/993:25PM;Je #44; Page 18/20 Faa 1995 Laboratory Director for Pend Oreille Project LMhIc Analyst Fail 1998 Uthic analysis of artifacts recovered from test excavations at two sites near Rigging, Idaho. Ong 1998 Uthic analysis of artifacts recovered from five sites on the Yakima Firing Range. The total site assemblages included approximately 75,000 lithics. LT 39tid Summer 1997 UthIc analysis of artifacts recovered from sites on the Pend Oreille Reservoir during the spring field season of 1997. Winter 1996/97 Uthic analysis of artifacts from 25 sites on the Pend Oreille Reservoir. Winter 1995 Uthic analysis of the artifacts recovered from the Mule Springs site (45 -WA -435). Reports 1999 Cultural Resources Monitoring and Discovery Plan for the Port of Manchester. Report on File at Northwest Archaeological Associates, Inc. July 16, 1999 OGSSd 03VHONV MN L4 9Oed :s8TOotou4ae„I, IOV <- - 094O$.B1.9OZ 16 b9tOt8L90Z 09 :9t 666t/9t/L0 =WdZC:b Ass /Al // :benieoefa Sent by: "AGI Technologies 81 39Vd 425 646 9523; 07/19/99 3:25PM;Je1 #44; Page 19/20 1998 Archaeological Monitoring of Millennium Corporate Park. On File at the Office of Archaeology and Historic Preservation In Olympia, Washington. 1998 Discovery Plan for the Bay Club Property, near Birch Bay, Washington. Report Prepared for the Trillium Corporation, Bellingham. 1998 Cultural Resource Survey of the Northern Portion of the Bay Club Property, near Birch Bay, Washington. Letter Report on File at the Office of Archaeology and Historic Preservation in Olympia, Washington. 1998 (with Nancy D. Sharp) Survey of the Beach Manhole, Cable Route and Landing Facility Locations for the TYCO Fiber Optic Line near Mukilteo, Washington. Letter Report on File at the Office of Archaeology and Historic Preservation in Olympia, Washington. 1998 (with Nancy D. Sharp) Survey of the Landing Site and Terminus Location for the GC! Fiber Optic Une near Lynnwood. Washington. Letter Report on File at the Office of Archaeology and Historic Preservation in Olympia, Washington. 1998 Monkoring of Excavations at Baker Lake Resort, Whatcom County. Letter Report on File at the Office of Archaeology and Historic Preservation. in Olympia, Washington. 1997 Test Excavations Conducted for the Proposed Burton Aries Park Boat Shed on Vachon Island. Letter Report on File at the Office of Archaeology and Historic Preservation in Olympia, Washington. 1997 (with Nancy D. Sharp) Report on the Cultural Resources Inventory Completed for the Proposed WorldCom Seattle to Salt Lake City Fiber Optic Line, Part i : Utah. Addendum: Supplemental Survey and Monitoring. Report Prepared for WorldCorn. Inc. and David Evans and Associates, Inc. 1997 (with Nancy D. Sharp) Report on the Cultural Resources Inventory Completed for the Proposed WorldCom Seattle to Salt Lake City Fiber Optic Line. Part 2: Idaho. Addendum: Supplemental Survey and Monitoring. Report Prepared for WorldCom, Inc. and David Evans and Associates, Inc. 1997 (with Nancy 0. Sharp) Report on the Cultural Resources Inventory Completed for the Proposed WorldCom Seattle to Salt Lake City Fiber Optic Line, Part 3 : Oregon. Addendum: Supplemental Survey and Monitoring. Report Prepared for WoridCom, Inc. and David Evans and Associates, Inc. 1997 (with Nancy D. Sharp) Report on the Cultural Resources inventory Completed for the Proposed WorldCom Seattle to Salt Lake City Fiber Optic Une, Part 4: Washington. Addendum: Supplemental Survey and Monitoring. Report Prepared for WoridCorn, Inc. and David Evans and Associates, Inc, 1996 The Prehistoric Occupation of the Grand Coulee, an Inland, Lacustrine Environment. Unpublished Master's Thesis, Western Washington University, Bellingham, Washington. July 16, 1099 17 3OSSv OHO MN 9 1, aged : G 6Q1 ouyael IOV <- b9 LO I.9L90Z of 4:4*" b9t0t8L90Z 09 :91 S861/9140 :Wd89:17 6e /BL /L fui4i; :peAT90ea Sent by: AGI Technologies 425 848 9523; 07/19/99 3:28PM;Jet #44; Page 20/20 1995 Emerald Downs Construction Monitoring (August 22, 1995). Letter Report on File at the Office of Archaeology and Historic Preservation In Olympia, Washington. 1996 Emerald Downs Construction Monitoring (June 14, 1995). Letter Report on File at the Office of Archaeology and Historic Preservation in Olympia, Washington. 1984 (with Christian J. Miss) Archaeological Reconnaissance for the Proposed Auburn Thoroughbred Race Track, King County, Washington. Report Prepared for Shapiro & Associates, Inc., Seattle, Washington. On File at the Office of Archaeology and Historic Preservation, Olympia, Washington. 1994 (with Christian J. Miss) Cultural Resources Investigations for the Naselie Water Company Proposed Water System Improvements, Pacific County, Washington. Report Prepared for Nacelle Water Company and Wilson Engineering, Inc. On File at the Office of Archaeology and Historic Preservation, Olympia, Washington. 1994 (with Margaret Nelson) Cultural Resources Investigation for the Proposed Tibbetts Creek Greenway Restoration Project, Issaquah, King County. Report Prepared for . Shapiro & Associates, Inc., Seattle, Wa. On File at the Office of Archaeology and Historic Preservation, Olympia, Washington - 1993 (with Margaret Nelson) Cod/mood Development Cultural Resources Reconnaissance. Report Prepared for Kask Consulting, Inc. On File at the Office of Archaeology and Historic Preservation, Olympia, Washington. July 16, 1999 t'ST2T8L904 09 :9T 666t/9t/LO et. aged :eeTBoTouyael IDV <- t.S1Ol0L6O3 :Wd£9:V 66 /91./L tPenXeaea 61 39Vd 0OSSd 03VHIONV MN 18 Environmental Site Assessment Becker Trucking, Inc. Seattle, Washington I TECHNOLOGIES February 5, 1999 Prepared For. Becker Trucking, Inc. 12677 East Marginal Way South Seattle, Washington 98168 AGI Project No. 15,854.002 A Report Prepared For: Becker Trucking, Inc. 12677 East Marginal Way South Seattle, Washington 98168 ENVIRONMENTAL SITE ASSESSMENT BECKER•TRUCKING, INC. SEATTLE, WASHINGTON February 5, 1999 ruce A. Tiffany Environmental Engineer (c) ave W. Ashcom, P.E. Principal Engineer AGI Technologies 11811 N.E. 1s Street, Suite 201 Bellevue, Washington 98005 425 /453 -8383 AGI Project No. 15,854.002 Y AGI TECHNOLOGIES 9 gi r e UV . J U;, U O CO W =; J W0 :2 J u_ a' Z :I- O Z W W = V ' -~ - O w z . H - ,=.. 'z INTRODUCTION This report documents site assessment actions performed by AGI Technologies (AGI) during August 1998 at the Becker Trucking facility (site) in Seattle, Washington (Figure 1). This investigation was conducted to assess the nature and extent of petroleum hydrocarbon contamination of the site and to provide cost estimates for remediation. Services were performed in accordance with our August 7, 1998, confirming proposal. SITE DESCRIPTION AGI TECHNOLOGIES The site is a truck maintenance, fueling, and dispatch facility in Seattle, Washington. The site is on regraded level ground. The site and neighboring properties slope gradually downward in an approximately east to west direction. Vehicles are fueled, serviced, and loaded at the southeast portion of the property. Truck trailers are parked on the west side of the lot. The site plan is presented on Figure 2. Two 8,000 - gallon - capacity steel underground storage tanks (USTs) containing diesel fuel and unleaded gasoline are near the east entrance of the site. The tanks were installed in 1975 or 1976 during initial site development. Soils at the site primarily consist of silt and silty sands. Depth to groundwater at the time of the site investigation ranged from 2 to 6 feet below ground surface (bgs). SITE HISTORY In 1994, an assessment of the underground storage tanks was performed by AGI in accordance with insurance requirements of Front Royal Environmental Insurance. As part of the assessment, AGI installed four soil borings in the area of the tanks and service bay. A temporary well was constructed in one of the borings. In conformance with insurance requirements for pre - insurance assessments, only one sample was collected and sent to the laboratory for analysis of petroleum hydrocarbons. Concentrations of petroleum hydrocarbons in a sample of perched water from one of the borings exceeded cleanup levels for Washington State. As a result, AGI notified the Washington State Department of Ecology (Ecology) of the petroleum release on January 6, 1995. The site was issued Ecology Incident Number 5593 and Ecology ERTS Number 18151. The USTs at the site were upgraded in September 1997 with epoxy lining and cathodic protection in accordance with Washington State UST regulations (WAC 173 -360). The epoxy lining was added by Ulrich Industrial Coatings (Hillsboro, Oregon) and the cathodic protection was added by Pacific Environmental Services Company (Port Townsend, Washington). PURPOSE AND SCOPE The purpose of our services was to assess potential petroleum hydrocarbon compounds in soil in accordance with Washington Administrative Code (WAC) 173 -360, UST Regulations (Ecology, 1995). To achieve this goal, we: : ..tra,YC:.NS' stir. ESNiw7t +3',�Y¢ +k�'r',w4'Sk,14�:' AGI TECHNOLOGIES • Drilled seven groundwater monitoring wells and collected soil samples at 2.5 -foot intervals during boring and inspected the samples for visible signs of petroleum hydrocarbons. • Conducted . soil screening of these soil samples for p.,4,,,,t;,1 volatile organic compounds W • Evaluated OVM -PID results and submitted one sample from each soil boring to an analytical 6 laboratory for chemical testing. Samples were analyzed for gasoline -, diesel- and motor oil- 0 range petroleum hydrocarbon compounds as well as benzene, toluene, ethylbenzene, and w c total xylenes (BTEX) analytes (as outlined in the Ecology document Guidance for Site Checks and ' w w Site Assessments for Underground Storage Tanks, 1991). N I w O • Submitted one soil sample for total lead analysis from the area containing the highest contamination (based on field screening OVM -PID results). J u- < c _ d I- al 2 Z �. I- O Z F— U O — O (— SOIL BORINGS, SAMPLING, AND INSTALLATION OF GROUNDWATER MONITORING w • ui -O Z WELLS (VOCs) using an organic vapor meter equipped with a photoionization detector (OVM -PID). • Developed the seven monitoring wells and collected groundwater samples. These samples were submitted to an analytical laboratory for chemical testing for gasoline -, diesel- and motor oil -range petroleum hydrocarbon compounds as well as BTEX analytes. • Prepared this report documenting our observations, findings, and conclusions. A total of seven soil borings were advanced and completed as groundwater monitoring wells on ui August 13 and 14, 1998. Soil samples were collected at 2.5 -foot intervals and screened for the presence of VOCs. Soil samples were placed in a plastic resealable bag and disaggregated; after about O 5 minutes, an OVM -PID probe was inserted through the bag into the headspace above the soil and the maximum reading of headspace vapors was recorded. This is not a compound - specific analysis and is affected by, among other influences, climate (e.g., temperature and humidity), soil type and conditions, instrument calibration and operation, and type of petroleum hydrocarbon compounds present. The intent of this analysis is to qualitatively compare samples and assist in sample selection for chemical analysis. The OVM -PID gave an indication of VOCs in soil screened from each of the soil borings. The sample with the highest OVM -PID reading from each boring was submitted to an analytical laboratory for chemical analysis. The following samples met this criterion (with monitoring well in parenthesis): S1- 9.0 (MW1), S2 -12.5 (MW2), S3 -3.0 (MW3), S4 -2.5 (MW4), S5 -7.5 (MW -5), S6 -5.0 (MW6), and S7 -2.5 (MW7). Soil samples were collected using a stainless -steel spoon, packed in laboratory- supplied glass jars, secured with chain -of- custody seals, labeled, and packed in a cooler chilled with dry ice. All seven soil borings were completed as monitoring wells (Figure 3). The installation logs for the monitoring wells are shown in Appendix A. Each monitoring well was installed with a 10 -foot section of 2- inch - diameter Schedule 40 PVC pipe containing 0.020 -inch slots. The wells were packed with 10/20 Colorado Silica Sand and overlain by 3/8 -inch bentonite chips covered by concrete and an 8 -inch- diameter flush -mount monument. The first four wells (MW1 to MW4) were screened at the -2- 14 ✓I{iRiiai, % Ltxxuii.r. <'�.:i 3 X,,,St t:}?fr ' „ �kS7t'.:.:i'i::,?� d 4 ' 4 f f • ry p f L ✓':';,: t. ,... R in .X ¢'3, ilw 4a ca.niih�'::a.+k 1;�, [n'�1 i�YL.,': t�,.: wi a >�...:�afi»'4v'ly'.;l�th:.'�. x, .. NS.^,!?+,' 4� •k6:Sa"r.,,r,.�,k..l,'s�'t`��'i ADDITIONAL SAMPLING AGI TECHNOLOGIES top from 6 to 9 feet below ground surface (bgs). These levels were established based on the level of saturated soil encountered during soil boring. After these wells were installed, water levels stabilized at elevations higher than indicated by the soils collected from the borings. The remaining groundwater wells (MW5 to MW7) were each screened over the interval of 4 to 14 feet bgs. This interval was selected so that floating product (i.e., petroleum fuel) could be located at the screened interval for subsequent sampling. Two additional areas where contamination was suspected were evaluated (Figure 3). Sediment from the stream that parallels the western border of the property was field - screened for potential contamination based on its potential for being a receptor. A sample was archived at AGI, but was not submitted for laboratory analysis as the sample did not show any indication of petroleum hydrocarbon contamination (no petroleum sheen was noticed on the water and the OVM reading of the sediment was 0 ppm). Another area was evaluated by advancing a hand augur boring (HA1) to a depth of 6 inches bgs in an area near 55 -gallon steel drums at the northwest section of the property. A sample was collected and archived at AGI, but was not submitted for laboratory analysis as the low OVM reading (4 ppm) was considered negligible in comparison to the results received from the soil boring samples. DEVELOPMENT AND SAMPLING OF GROUNDWATER MONITORING WELLS The seven groundwater monitoring wells were developed and sampled on August 18, 1998. The wells were developed using a stainless -steel bailer. The wells were bailed for a minimum volume of 5 gallons (i.e., 3 to 5 casing volumes) and monitored to ensure that pH and conductivity were stable. pH values were unusually high during development of monitoring wells MW6 and MW7 (12.0 and 7.9). One sample was collected from each monitoring well and submitted to an analytical laboratory for chemical analysis. Groundwater samples were collected using a stainless -steel bailer, transferred to laboratory- supplied glass jars or vials, secured with chain -of- custody seals, labeled, and packed in a cooler chilled with dry ice. ANALYTICAL RESULTS Soil and groundwater samples were delivered under chain -of- custody procedures to MultiChem Analytical Services, Inc. (MAS) in Renton, Washington. Chemical analysis results were reviewed by an AGI chemist and were acceptable for use within the MAS control limits. Copies of the laboratory data are presented in Appendix B. Soil and groundwater samples were analyzed by Ecology Methods NWTPH-Gx, and NWTPH -Dx and by EPA Method 8020 for benzene, toluene, ethylbenzene, and total xylenes (BTEX) analytes. One soil sample (S6 -5.0) was selected for total lead analysis by EPA Method 6010 based on the high OVM reading measured during sampling indicating that concentrations of volatile petroleum hydrocarbons (e.g., gasoline) were higher in this boring than the other six borings. 3 2..t + 1.34 6 1tW..w.,.l:J: •l''unf ivkJ: '3uu(1 } -4 AGI TECHNOLOGIES The soil and groundwater analytical results are summarized in Tables 1 and 2. The results presented in these tables are compared to Ecology's Model Toxics Control Act (MTCA) Method A Limits (WAC 173 -340). The soil boring results presented in Table 1 indicate that there is contamination from gasoline, diesel, and oil -range petroleum hydrocarbons. Lead contamination of site soils also is present. Based on the OVM readings, this contamination is estimated to extend from near the surface to 5 to 15 feet below ground surface. However, these soil borings were advanced for the purpose of installing groundwater monitoring wells. Pockets of deeper (i.e., greater than 15 feet bgs) contamination are possible; however, this is not suspected given our measurements. Based on our OVM results, it appears that VOC contamination appears to diminish between the 10 to 15 ft bgs range. A graphical presentation of the horizontal extent of soil contamination is shown on Figure 4. As displayed on the figure, wells MW2, MW3, and MW5 were relatively free of petroleum hydrocarbon contamination. Concentrations of gasoline -range petroleum hydrocarbons in well MWI, located toward the eastern property boundary, were greater than the MTCA Method A limit of 100.0 mg /kg, with a concentration of 120 mg /kg. Petroleum hydrocarbons concentrations in well MW4, located to the west of the USTs, were less than MTCA Method A levels. Concentrations of petroleum hydrocarbons were highest in soil samples collected from the soil borings of MW6 and MW7. Concentrations of petroleum hydrocarbons in all samples from MW6 were less than MTCA Method A limits, but contained total lead concentrations greater than the MTCA Method A limit of 250.0 mg /kg, with a concentration of 2,100 mg /kg. As the associated gasoline -range petroleum hydrocarbon concentration for this sample is relatively small (at 43 mg /kg), and as this was the only sample analyzed for total lead, it can be inferred that lead contamination -may be present above MTCA Method A levels wherever gasoline -range petroleum hydrocarbons are encountered at the site. Sample results from the soil sample collected from the boring of well MW7 indicate that a potentially extensive area of soil petroleum hydrocarbon and lead contamination exists. Analytical results for groundwater (Table 2) indicate the presence of BTEX analytes and gasoline - range petroleum hydrocarbons. The concentrations of petroleum hydrocarbons, as well as all individual BTEX analytes, are greater than MTCA Method A limits for the samples collected from wells MW1, MW6, and MW7. A graphical presentation of the horizontal extent of groundwater contamination is shown on Figure 5. Of concern are the results from MW1, as this well is located near the eastern property boundary. The highest concentrations are centered near wells MW6 and MW7. The groundwater elevation results indicate that the groundwater gradient is northwesterly as indicated on Figure 5. Given this flow direction, contamination originating between the loading dock and the service bay (i.e., from near MW6 and MW7) should migrate to well MW2. As the analytical results from wells MW2, MW3, and MW5 are all less than laboratory reporting limits for the BTEX and petroleum hydrocarbon analyses, petroleum hydrocarbon contaminated groundwater most likely has not migrated offsite on the western and northern property boundaries. * 0+744''.•k:.i4:rc,u:. 'K:;4,i:x4.:+k.L�: ` r'8' l.+iZr.':49A rkid v;J7arid.' ii,i'ai/;.i.`nuY +aW .,�'D3rx>.a LIMITATIONS ESTIMATED LIMITS OF CONTAMINATION AGI TECHNOLOGIES • Contamination is not present beneath the paved office parking lot at the southeast corner of the site. • Contamination ' has not entered areas of high permeability such as footing drains of the office /loading dock building and /or in the bedding material of the storm -drain system. • The high pH of groundwater (as indicated from the samples collected from Wells MW6 and MW7) will not impact remediation or disposal costs. • Groundwater contamination migrates in the direction of the hydraulic gradient measured during this one groundwater - sampling event. • Contamination has not migrated offsite and will, therefore, not require any offsite remediation. Given the assumptions stated above, the site is assumed to contain about 11,000 cubic yards of soil requiring remediation. This is based on soil and groundwater containing gasoline /BTEX /lead contamination extending over a horizontal area of about 29,300 square feet to an average depth of 10 ft bgs. The areal extent of soil contamination is presented on Figure 6. These limits were established based on the values obtained for the perimeter wells MW1, MW2, MW3, and MW5 and using the storm -drain system as a barrier for contaminant migration. The contamination is assumed to follow a northwesterly direction along the path of the presumed hydraulic gradient and therefore has not migrated from the perceived source area (i.e., near MW6 and MW7) underneath any existing structures. This report has been prepared for exclusive use by Becker Trucking and its consultants for this project only. The opinions and conclusions contained in this report are based on data described herein and our experience and engineering judgment. The referenced data were made available or were reasonably obtained by us within the practical constraints and scope of this site assessment. We cannot be responsible for interpretation or extrapolation by others of data contained herein, except as expressly stated in our opinions and conclusions. AGI's services were performed with due diligence in a manner consistent with the current standard of care and skill ordinarily exercised by members of the engineering profession practicing under similar conditions in the project area. No other warranty, express or implied, is made. Due diligence, as applied to site assessments and as used herein, is specifically limited to this standard of care. AGI cannot be responsible for a more stringent due diligence standard that may exist in the future or be required of you in the future by a court of law or other parties. - 5 ., +,rwau:wr�ira,ss: rite; �L?x: Mri' �i�S� ;�:ti?�7t's:iin;SlS::�'t''s: )i:•�'�4 ;:�t`.t�„,i,�9itaii >t • Washington State Department of Ecology. 1991. Guidance for site checks and site assessments for underground storage tanks. Washington State Department of Ecology Publication 90-52, February 1991. Washington State Department of Ecology. 1995. Underground storage tank regulations. Washington State Department of Ecology Publication 95-604. 6 AG! TECHNOLOGIES • • 6 Copies 1 Copy Gary L. Laakso Remediation Services Manager BAT /DWA /dhb Q:VIPT115,854.082 Becker Trucking 2.dec DISTRIBUTION Becker Trucking, Inc. 12677 East Marginal Way South Seattle, Washington 98168 Attention: Mr. Roland Becker Washington State Department of Ecology Northwest Region 3190 160 Avenue S.E. Bellevue, Washington 98008 Attention: Mr. Joe Hickey Tank Supervisor Technical Review by: 7 AGI TECHNOLOGIES Page 1 of 2 Table 1 Petroleum Hydrocarbons and Total Lead in Soil Becker Trucking /Environmental Site Assessment Seattle, Washington Monitoring Well MW1 MW2 MW3 MW4 MW5 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/13/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 Sample I.D. S1 -9.0 S2 -12.5 2.5 5.0 7.5 10.0 12.5 S3 -3.0 S4 -2.5 S5 -7.5 Sample Depth ft bgs 2.5 5.0 9.0 10.5 12.5 15.0 3.0 5.5 9.0 11.0 14.0 2.5 5.0 7.5 10.0 12.5 2.5 5.0 7.5 10.0 14.0 • OVM` Reading PPM. 25 16 208 132 12 12 1 4 4 6 7 8 4 7 4 4 57 27 6 8 6 6 7 11 6 4 A Test Meth enzen 'BETX8020 Xyienes, . thylbenzene : Toluene Total riiglkg: < 0.037 0.5 0.063 1.7 < 0.038 < 0.038 < 0.038 < 0.038 < 0.045 < 0.045 < 0.045 < 0.045 < 0.033 < 0.033 < 0.033 < 0.033 < 0.036 < 0.036 < 0.036 < 0.036 EPA :601OA : mglkg astr . e: Test Methods NWTPH- Gx:: NWTPH =Dx asoline ::_.: Diesel Oil 120 21 < 59 <7.6 <15 <61 <9.1 <18 <73 7.6 82 < 53 < 7.1 23 < 57 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO_THEQUALITY OF THE DOCUMENT. AGI TECHNOLOGIES 15,854.00218ecker Trucking.xls Page 2 of 2 Table 1 Petroleum Hydrocarbons and Total Lead in Soil Becker Trucking /Environmental Site Assessment Seattle, Washington Monitoring Well MW6 MW7 Sampling Date 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 8/14/98 Sample I.D. S6 -5.0 S7 -2.5 Sample:, Depth. ft bgs 2.5 5.0 9.0 11.0 14.0 2.5 5.0 7.5 10.0 12.5 PPS 239 300 50 116 25 200 65 5 5 2 Cleanup Levels b EPA Test Methods BETX 8020 enzene.. _ :Ethylbenzene Toluene. mg /kg < 0.045 0.048 0.061 0.17 0.9 18 2 28 0.5 20.0 40.0 20.0 E PA'6010A; - : Lead, Total mg /kg . 2,100 250.0 Washington State Test Methods NWTPH=Gx. : NWTPH -Dx Gasoline. .Diesel Oil mg /kg 43 26 < 71 1,500 630 490 100.0 200.0 200.0 Notes: Samples analyzed by MultiChem Analytical Services, Inc. of Renton, Washington. a) Organic vapor meter (OVM) calibrated to 97 ppm isobutylene. b) Washington Administrative Code Chapter 173 -340, State of Washington Model Toxics Control Act Cleanup Regulation Method A suggested cleanup level for residential soil. ft bgs - feet below ground surface. mg /kg - milligram per kilogram. ppm - parts per million. TPH - total petroleum hydrocarbons. < - analyte not detected at concentrations equal to or greater than the stated concentration. — not analyzed. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. AGI TECHNOLOGIES 15,854.00218ecker Trucking.xls Notes: Table 2 Petroleum Hydrocarbons in Groundwater Becker Trucking /Environmental Site Assessment Seattle, Washington Monitoring Well MW1 MW2 MW3 MW4 MW5 MW6 MW7 Water Level Elevation Elevation a feet 95.44 (8/18/98) 94.82 (8/18/98) 94.49 (8/18/98) 95.46 (8/18/98) 94.45 (8/18/98) 96.09 (8/18/98) 95.53 (8/18/98) Cleanup Levels EPA Test; Method:: BETX 802OE; Benzene Ethylbenzene Toluene Xylenes, • Total .1g /L 1,300' 200 50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 '.50" 3.2 7.6 < 0.50 < 0.50 < 0.50 16,000. 1,700 25,000 3,600 160 1,700 460 < 0.50 < 0.50 24 < 0.50 11,000 750 5:0 30.0 40.0 20.0 Washing State Test Methods ._.. NWTPH -Gx • Gasoline i! 3,800 280 < 470 < 100 < 240 < 470 < 100 < 240 < 470 360 570 < 470 < 100 < 240 < 470 100,000 1,400 < 470 7,300 400 < 470 N/A N/A N/A Total:> ,..•..- ., ................ Petroleu • H yd r ocar bo ns b hg /L 4,080 ND ND 930 ND 101,400 7,700 1,000 Samples analyzed by MultiChem Analytical Services, Inc. of Renton, Washington. a) Elevation established according to a benchmark of 100.00 feet. b) Sum of gasoline -, diesel -, and oil -range petroleum hydrocarbons. c) Washington Administrative Code Chapter 173 -340, State of Washington Model Toxics Control Act Cleanup Regulation Method A suggested cleanup level for groundwater. p.g /L - microgram per liter. < - analyte not detected at concentrations equal to or greater than the stated concentration. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • TECHNOLOGIES 15,854.0021Becker Trucking.xls • -• 13 S 1795 ST S 795 Pt 5 5405 5T 5 158TH sr 5 14260 5 119154 JUNEPER HIIELNUT PARK LIB F s 1495 5 145TH 51 14611 ST S 111TH 5 118T !RK; 120TH I ST 1600 tro ST —. 129TH <I ST .',' 13011 ST, 5 1711 Pt t 55tl5T nm .; � 7 1200 S 134Th !ST 145 I� ST ° LAKE RED; ) sT LAKE I '^s ST '« 11 a S � ` R 52410: 154 Ty ;>.: ; �1 r. Fs sT �� RI S JI 1 SEATTLE ��_►�. —� H 3T 0 . 124141 FS 1. MU MI Scale in Feet r. 2400 1-1 I TACOMA INTERNATIONAL AIRPORT c p s 5 1415T ST cr t", 100014060 ni 5 51 ( Washington UKWI 5T s fiST a i to 5T SM1E LEI 5700 f r ^• 5 AVON 5T ' . AUGUSTA Reference: Thomas Bros. Map Guide, The Thomas Guide, 1997 Edition. 71 9L 4 5T 1L X15 6 N S I5. PL u4 23 -%* 151' s 152ND ST 1 „ 5 152X$ PL I y 518 II \T f 'a ' s �~ mow V ig ww1 � 1 \ \ 640$ ,tr � TUkWI SO UTHCFNTER PKW F AGI TECHNOLOGIES Vicinity Map Becker Trucking Seattle, Washington PROJECT NO. DRAWN DATE 854002vm.cdr 15,854.002 CEC 28 Sept 98 APP?riVED REVISED FIGURE 1 DATE ii�f:� � Ft laYN3'.✓c"..1" h'1ti 5 1'•'}' l:i3,1,gf File: mm Drawing# 'i?ir'.itt'r.....F:aas::.i i:; }'ti;:.;:tia;•:� , ?,irr,(,:it...+.�n;S;r''.., .Cs z x z 0 n N - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN } THIS NOTICE IT IS DUE TO THE QUALITY. OF THE DOCUMENT UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS More than half is larger than No. 200 Sieve GRAVELS More than half coarse fraction is larger than No. 4 sieve size Clean gravels with little or no fines GW • b � 1oo o Well graded gravels, gravel -sand mixtures ... :Q y;: • Poorly graded gravels, gravel -sand mixtures Gravels with over 12% fines GM : -!-� -• ; — si. Silty gravels, poorly graded gravel- sand -silt mixtures GC MIL 111101111 Clayey gravels, poorly graded gravel- sand -clay mixtures WW2 SANDS More than half coarse fraction is smaller than No. 4 sieve size Clean sands with little or no fines SW :•• • • .. ;:a :.. a :' Well graded sands, gravelly sands SP Poorly graded sands, gravelly sands Sands with over 12% fines SM r•' - - ' .tt.. Silty sand, poorly graded sand -silt mixtures SC Clayey sands, poorly graded sand -clay mixtures =.::1: : l.: • FINE GRAINED SOILS More than half is smaller than No. 200 Sieve SILTS AND CLAYS Liquid limit less than 50 ML =_ Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays OL Organic clays and organic silty days of low plasticity SILTS AND CLAYS Liquid limit greater than 50 MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts CH of high plasticity, fat clays Inorganic clays OH of medium to high plasticity, , ' Organic clays '' organic silts HIGHLY ORGANIC SOILS PT Peat and other highly organic soils SAMPLE ■ "Undisturbed" Not Retained CONTACT BETWEEN UNITS Defined Change Change Change of Exploration PHYSICAL PROPERTY TESTS Consol - Consolidation LL - Liquid Limit PL - Plastic Limit Gs - Specific Gravity SA - Size Analysis TxS - Triaxial Shear TxP - Triaxial Permeability Perm - Permeability Po - Porosity MC Moisture Content MD - Moisture /Density DS - Direct Shear VS - Vane Shear Comp - Compaction UU - Unconsolidated, Undrained CU - Consolidated, Undrained CD - Consolidated, Drained Well —. Gradational - – – – Obscure 0 Bulk/Grab 11 Not Recovered mm Recovered, End BLOWS PER FOOT Hammer is 300 pounds with 30 -inch drop, unless otherwise noted S - SPT Sampler (2.0 -Inch O.D.) T - Thin Wall Sampler (2.8 -Inch Sample) H - Split Barrel Sampler (2.4 -Inch Sample) MOISTURE DESCRIPTION Dry - Considerably Tess than optimum for compaction Moist - Near optimum moisture content Wet - Over optimum moisture content Saturated - Below water table, in capillary zone, or in perched groundwater nyy AGI TECHNOLOGIES soilcleg.cdr Soil Classification /Legend Becker Trucking /Site Assessment Seattle, Washington PROJECT NO. DRAWN DATE APPROVED 15,854.002 PJS 17 Aug 98 I3M' PLATE 1 REVISED DATE r AGI TECHNOLOGIES wellcons.cdr PVC locking cap 8 -inch diameter flush mount monument Concrete surface seal Bentonite chip seal 2 -inch schedule 40 PVC 10 -20 Colorado sand 2 -inch schedule 40 PVC screen (0.020 -inch slots) PVC threaded end cap Bottom of exploration Monitoring Well Construction Becker Trucking ,Site Assessment Seattle, Washington PROJECT NO. DRAWN DATE 15,854.002 PJS 18 Aug 98 APPROVED ��)) ?? REVISED PLATE 2 DATE re J U' 0 0 0 , W = J � CO LL' 0 rJL -±- I—. W z � I— o Z I— � o; CI W • W 0 i i i z, — _ z BROWN SILTY GRAVEL (GM) very dense, moist; coarse grained, with some fine gravel. GRAY SILT (ML) medium dense, moist; with some fine gravel and some fine- grained sand. DARK GRAY SANDY SILT (ML) medium dense, moist; with a trace of fine gravel, contains roots. With wood fragments from 10' to 10.5' bgs. DARK GRAY SILTY SAND (SM) medium dense, wet; with some fine to coarse gravel, trace of wood fragments. DARK GRAY GRAVELLY SAND (SP) dense, saturated; medium to coarse grained, fine to coarse gravel. DARK GRAY SAND (SP) dense, saturated; fine to medium grained, with some silt, trace of fine gravel. Boring terminated at 20' bgs. Groundwater encountered at 10.5' bgs during boring. AGI TECHNOLOGIES 5854002w1.cdr PROJECT NO. 15,854.002. Log of Monitoring Well MW1 Becker Trucking /Site Assessment Seattle, Washington DRAWN DATE PJS 17 Aug 98 APPROVED ali REVISED PLATE 3 DATE s .: 17.0' L.. w N E. a) • y a) O o o. E v, > • m u o u, 4 1 4 14 7 18 Equipment Mobile B59 Land Surface Elevation Date 8/13/98 •�. BROWN SILTY SAND (SM) loose, moist; fine to `.� medium grained, with some roots and wood . .:2. :_.: fragments. DARK BROWN SILT (ML) very soft, moist; with some fine- grained sand, with some wood fragments and roots. DARK BROWN SILTY SAND (SM) medium dense, wet; fine to medium grained. Becomes saturated at 9' bgs. With some fine gravel. Becomes medium grained. Boring terminated at 17' bgs. Groundwater encountered at 9' bgs during boring. AGI TECHNOLOGIES PROJECT NO. 5854002w1.cdr 15,854.002. Log of Monitoring Well MW2 Becker Trucking /Site Assessment Seattle, Washington DRAWN DATE PJS 17 Aug 98 APPROVED REVISED PLATE 4 DATE : •' •ii ;,• 2b N04 1nie.; s''4:.:S:.l ∎114 4f. • 1;11..,11.1. . :1'? �e.:.•u• r.: w re 2 u6= J O 0 • o W= J 1—: N w w O LL = z • a 1- Z 1- I- -O Z I— LL! Lu O • N w w 1— V Z : 1 1 1 U N O z AGI TECHNOLOGIES 5854002w1.cdr PROJECT NO. 15,854.002. 0 8 9 4 2 7 3 4 1.5 2 - � ti 15 rrt 20— m c. E 25 — 30 — 35— 40— DRAWN DATE PJS 17 Aug 98 Equipment Mobile B59 Land Surface Elevation Date 8/14/98 LIGHT GRAY SANDY SILT (SM) loose, dry; fine to coarse - grained sand. DARK BROWN SILT (ML) very loose, moist; with some fine - grained sand, contains some small roots. Log of Monitoring Well MW3 Becker Trucking /Site Assessment Seattle, Washington Becomes gray, contains Tess sand, wet at 9' bgs. Negligible sand, becomes saturated at 10' bgs. GRAY SANDY SILT (SM) very loose, saturated; fine to coarse grained sand. Boring terminated at 18' bgs. Groundwater encountered at 10' bgs during boring. APPr REVISED PLATE 5 DATE . = ? 1a 4 i gi:y + F`n 3 17.0' v ID Cr) 2 0 57 7 27 3 6 1.5 8 3 6 2 10 15— _— 20 25 — 30— 35 — 40 Equipment Mobile B59 Land Surface Elevation Date 8/14/98 DARK BROWN SILTY SAND (SM) medium dense, dry; fine to coarse grained, trace gravel. DARK GRAY SILT (ML) loose, moist; some fine to coarse- grained sand, trace gravel. Becomes saturated at 7.5' bgs, Tess coarse - grained sand and gravel, roots and wood debris at 9.0' bgs. Becomes dark brown, turns to mottled gray -brown at 11.5' bgs. Becomes gray with trace fine to coarse grained -sand, fine gravel. Boring terminated at 17' bgs. Groundwater encountered at 7.5' bgs during boring. AGI TECHNOLOGIES 5854002w1.cdr PROJECT NO. 15,854.002. Log of Monitoring Well MW4 Becker Trucking /Site Assessment Seattle, Washington DRAWN DATE PJS 17 Aug 98 AD LS RN/ REVISED PLATE 6 DATE .. ..: _.....,, x 0.411 <.av error; gran;. V4. N7. .M.NWIMOWAY.'+VISN.nvm,::c..,ea t I 2 0 6 17 7 6 11 2 6 2 4 2 15— 20— 25— 30— 35— g ci 40— Equipment Land Surface Elevation Mobile B59 Date 8/14/98 LIGHT BROWN SILTY SAND (SP) medium dense, dry; fine to coarse grained, contains fine to coarse- grained gravel. DARK GRAY SILT (ML) loose, moist; negligible fine- grained sand. Becomes wet, contains fine and coarse-grained sand, fine gravel. DARK BROWN SILT (ML) very loose, wet; contains roots and woody material. GRAY SILT (ML) very loose, saturated; contains some roots, with fine to coarse-grained sand, fine g ravel. Without roots, contains more coarse sand. Boring terminated at 15' bgs. Groundwater encountered at 10.0' bgs during boring. AGI TECHNOLOGIES 5854002wl.cdr PROJECT NO. 15,854.002. Log of Monitoring Well MW5 Becker Trucking/Site Assessment Seattle, Washington DRAWN DATE PJS 17 Aug 98 APPROVED IS)1•1 REVISED PLATE 7 DATE A Cal iu 0. C y O > 00 v - • > mu. 239 6 300 26 50 4 116 4 25 4 — Becomes dense, soil has "fishy" odor. Equipment Mobile B59 Land Surface Elevation Date 8/14/98 GRAY SILT (ML) loose, dry; little or no sand, some coarse gravel, petroleum odor, possible product at 2.5' to 3.0' bgs. Becomes loose, wet, "fishy" odor remains. DARK BROWN SILT (ML) loose, wet; contains roots, woody material, and organic matter. Becomes dark brown and gray with trace small grained sand. Becomes saturated at 10.0' bgs. Becomes dark gray at 11.0' bgs. Becomes gray, negligible sand at 13.0' bgs. Boring terminated at 15' bgs. Groundwater encountered at 10.0' bgs during boring. AGI TECHNOLOGIES Log of Monitoring Well MW6 Becker Trucking /Site Assessment Seattle, Washington PROJECT NO. DRAWN DATE 5854002w1.cdr 15,854.002. PJS 17 Aug 98 AP rD PLATE 8 REVISED DATE ft,{ a.• H' °s�:Iv.+�n�h,r O 0. N O o u. 200 5 65 3 5 2 5 2 2 2 w L 0. d 0 0 5 — IP -- 15 20— 25 — CD o. E U) 30 35 — 40 Equipment Land Surface Elevation Mobile B59 Date 8/14/98 BLACK SILT (ML) loose, moist; trace fine to coarse - grained sand, petroleum odor. With more fine- and coarse - grained sand, trace coarse gravel, no noticeable petroleum odor, becomes wet at 6.0' bgs. Becomes dark gray, woody debris encountered at 9.0' bgs. With woody material, becomes saturated at 10.0' bgs. Without woody material, trace fine- grained sand. Boring terminated at 15' bgs. Groundwater encountered at 10.0' bgs during boring. AGI TECHNOLOGIES 5854002w1.cdr PROJECT NO. 15,854.002. Log of Monitoring Well MW7 Becker Trucking /Site Assessment Seattle, Washington . DRAWN PJS DATE 17 Aug 98 APBROVED REVISED PLATE 9 DATE rXattJAr z • z O 0 . co 0 w i CO I w O u- ¢: = • d : z �'. 1— O z D U 0 O - 0 _ V; L P O 0 0 .NOTICE:.. IF THE DOCUMENT IN THIS IS LESS CLEAR`THAN THIS•NOTICE IT IS DUE TO TH QUALITY�OF,THE DOCUMENT . , . September 22, 1998 AGI Technologies 11811 N.E. 1st Street Suite 201 Bellevue WA 98005 Attention : Dave Ashcom Project Number : 15,.854.002 Project Name : Becker Trucking Dear Mr. Ashcom: On August 17, 1998, MultiChem Analytical Services received 27 samples for analysis. The samples were analyzed with EPA methodology or equivalent )methods as specified in the attached analytical schedule. The results, sample cross reference, and quality control data are enclosed. Sincerely, Elaine M. Walker m Project Manager EMWtha1/trm :Enclosure RECEIVED SEP 2 3 199 AGI Technologies MultiChem ANALYTICAL SERVICES MAS I.D. # 808049 560 Neches Avenue SW, Suite 101, Renton, Washington 98055-2200 425-228-8335 • FAX 425-228-8336 1-800-609-0580 .info@multichem.com MAS # CLIENT DESCRIPTION • 4 MAS I.D. # 808049 808049 -1 808049 -2 808049 -3 808049 -4 808049 -5 808049 -6 808049 -7 808049 -8 808049 -9 808049 -10 808049 -11 808049 -12 808049 -13 808049 -14 808 -15 808049 -16 )808049-17 808049 -18 808049 -19 808049 -20 808049 -21 808049 -22 808049 -23 808049 -24 808049 -25 808049 -26 808049 -27 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING S1 -2.5 S1 -9.0 S1 -12.5 S1 -15.0 S2 -2.5 S2 -5.0 S2 -7.5 S2 -12.5 SED -1 S3 -3.0 S3 -5.5 S3 -9.0 S4 -2.5 S4 -5.0 S4 -12.5 HA -1 S5 -5.0 S5 -7.5 S5 -10.0 S6 -2.5 S6 -5.0 S6 -9.0 S6 -11.0 S7 -2.5 S7 -5.0 S7 -7.5 S7 -10.0 MATRIX # SAMPLES SOIL 27 SAMPLE CROSS REFERENCE SHEET TOTALS MAS STANDARD DISPOSAL PRACTICE MultiChem ANALYTICAL SERVICES DATE SAMPLED MATRIX 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/13/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 SOIL 08/14/98 • SOIL 08/14/98 SOIL The samples from this project will be disposed of in thirty (30) days from the date of the report. If an extended storage period is required, please contact our sample control department before the scheduled } disposal date. MOISTURE.. MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING ANALYTICAL SCHEDULE MultiChem ANALYTICAL SERVICES ANALYSIS TECHNIQUE REFERENCE LAB BETX GC /PID EPA 8020 R TOTAL PETROLEUM HYDROCARBONS: GAS GC /FID NWTPH -Gx R TOTAL PETROLEUM HYDROCARBONS: DIESEL GC /FID NWTPH -Dx R R = MAS - Renton ANC = MAS - Anchorage SUB = Subcontract ICAP EPA 6010 R GRAVIMETRIC CLP ILM04.0 R MAS I.D. # 808049 CLIENT. : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CASE NARRATIVE CASE NARRATIVE: BETX - GASOLINE ANALYSIS MultiChem ANALYTICAL SERVICES The following anomaly was associated with.the preparation and /or analysis of the samples in this accession: The sample jar for 808049 -24 (S7 -2.5) was dropped during transport from the volatiles refrigerator to the laboratory. The bulk of the sample was salvaged and placed into another sample container. All other associated quality assurance /quality control (QA /QC) parameters were within established MultiChem control limits. MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : METHOD BLANK SAMPLE MATRIX : SOIL METHOD : NWTPH -Gx /8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY BROMOFLUOROBENZENE TRIFLUOROTOLUENE MOMENEMOnmaug DATE SAMPLED DATE RECEIVED . DATE EXTRACTED : DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS <0.025 <0.025 <0.025 <0.025 MultiChem ANALYTICAL SERVICES <5.0 TOLUENE - NAPHTHALENE GASOLINE 81 85 N/A N/A 08/25/98 08/25/98 mg /Kg 1 LIMITS 62 - 128 54 - 119 1 CLIENT • PROJECT # .PROJECT NAME '1 CLIENT I.D. : S1-9.0 SAMPLE MATRIX : SOIL METHOD : NWTPH-Gx/8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT • .COMPOUNDS • • t MS I.D. # 808049-2 BENZENE ETHYLBENZENE TOLUENE • •fl • • • • • • TOTAL XYLENES v, • • • • FUEL. HYDROCARBONS • HYDROCARBON•RANGE HYDROCARBON.QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE fl : AGI TECHNOLOGIES : 15,854.002 : BECKER TRUCKING SURROGATE PERCENT RECOVERY MOPPOrNMP BETX - GASOLINE DATA SUMMARY DATE SAMPLED : 08/13/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/25/98 DATE ANALYZED : 08/26/98 UNITS : mg/Kg DILUTION FACTOR : 1 RESULTS <0.037 0.50 0.063 1.7 120 TOLUENE - NAPHTHALENE GASOLINE 73 73 MultiChem ANALYTICAL SERVICES LIMITS 62 - 128 54 - 119 z 6 D' • 0 ( f) ° •W W I-- COIL, W W g <Cr LLI z 0: ZI- w 2 D. D o ° cot_ u i I 0 L I 0' . Z' • (fr, 0 z 2 • MAS I.D. # 808049-8 ETHYLBENZENE TOLUENE TOTAL XYLENES BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY (- 1 ) CLIENT : AGI TECHNOLOGIES I' PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S2-12.5 SAMPLE MATRIX : SOIL METHOD : NWTPH-Gx/8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED : DATE EXTRACTED : DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS <0.038 <0.038 <0.038 <0.038 <7:6 TOLUENE - NAPHTHALENE GASOLINE 70 70 MultiChem ANALYTICAL SERVICES 08/13/98 08/17/98 08/25/98 08/25/98 mg/Kg 1 LIMITS 62 - 128 54 - 119 MAS I.D. # 808049 -10 BETX - GASOLINE DATA SUMMARY CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME BECKER TRUCKING CLIENT I.D. : S3 -3.0 SAMPLE MATRIX : SOIL METHOD : NWTPH -Gx /8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE. TRIFLUOROTOLUENE SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS . DILUTION FACTOR : RESULTS <0.045 <0.045 <0.045 <0.045 <9.1 TOLUENE - NAPHTHALENE GASOLINE 67 67 MultiChem ANALYTICAL SERVICES 08/13/98 08/17/98 08/25/98 08/25/98 mg /Kg 1 LIMITS 62 - 128 54 - 119 :.:td �. <�5• . rf��t�' 1 �.:^ iS .'G.t�CS".tiaar�,.:1.`u'itll ". ♦.� MAS I.D. # 808049 -13 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD AGI TECHNOLOGIES : 15,854.002 : BECKER TRUCKING : S4 -2.5 : SOIL NWTPH -Gx /8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS <0.033 <0.033 <0.033 <0.033 75 76 MultiChem ANALYTICAL SERVICES 7.6 TOLUENE - NAPHTHALENE GASOLINE 08/14/98 08/17/98 08/25/98 08/25/98 mg /Kg 1 LIMITS 62 - 128 54 - 119 MAS 808049-18 . I CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING , - 71, CLIENT I.D. : S5-7.5 .!.A 'SAMPLE MATRIX : SOIL METHOD : NWTPH-Gx/8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS BENZENE • ••; . - E THYLBENZ ENE TOLUENE • 'TOTAL XYLENES FUEL HYDROCARBONS HYDROCARBON RANGE • • HYDROCARBON QUANT I TAT I ON USING .BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED : 08/14/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/25/98 DATE ANALYZED : 08/25/98 UNITS : mg/Kg DILUTION FACTOR : 1 RESULTS <0.036 <0.036 <0.036 <0.036 <7.1 TOLUENE - NAPHTHALENE GASOLINE 73 71 MultiChem ANALYTICAL SERVICES LIMITS 62 - 128 54 - 119 Z ce 2, 6 Dr. • 0 0, w, • w 1- w 0, Gt. D - a I— Ili Z I— 0, Z • u1 wi • 0 ZZ Ul 1— I Z` 0 f t MAS I.D. # 808049-21 CLIENT. : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S6-5.0 SAMPLE MATRIX : SOIL METHOD : NWTPH-Gx/8020 (BETX) •RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED : DATE EXTRACTED : DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS <0.045 0.048 0.061 0.17 43 TOLUENE - NAPHTHALENE GASOLINE 70 69 Multi Chem ANALYTICAL SERVICES 08/14/98 08/17/98 08/25/98 08/25/98 mg/Kg 1 LIMITS 62 - 128 54 - 119 MAS I.D. If 808049 -24 CLIENT PROJECT # PROJECT NAME CLIENT I.D. "" COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING S7 -2.5 SAMPLE MATRIX : SOIL METHOD : NWTPH -Gx /8020 (BETX) RESULTS ARE CORRECTED FOR MOISTURE CONTENT FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRI FLUOROTOLUENE ry r. BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED : DATE EXTRACTED . DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS 0.90 18 2.0 28 MultiChem 1500 TOLUENE - NAPHTHALENE GASOLINE 102 95 ANALYTICAL SERVICES 08/14/98 08/17/98 08/25/98 08/25/98 mg /Kg 20 LIMITS 62 - 128 54 - 119 MAS I.D. # 808049 COMPOUNDS. CLIENT PROJECT if PROJECT NAME SAMPLE MATRIX EPA METHOD BENZENE TOLUENE TOTAL XYLENES GASOLINE BENZENE TOLUENE TOTAL XYLENES GASOLINE CONTROL LIMITS BETX - GASOLINE QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING SOIL NWTPH -Gx /8020 (BETX) SURROGATE RECOVERIES SAMPLE RESULT <0.0250 1.00 <0.0250 1.00 <0.0250 3.00 <5.00 50.0 '.BROMOFLUOROBENZENE 82 TRIFLUOROTOLUENE 87 SAMPLE I.D. # . DATE EXTRACTED . DATE ANALYZED . UNITS SPIKE SPIKED % ADDED RESULT REC. SPIKE 0.911 0.927 2.93 59.2 91 93 98 118 % REC. 74 - 110 79 - 112 81 - 119 80 - 120 MultiChem ANALYTICAL SERVICES DUP. DUP. SPIKED % SAMPLE REC. RPD N/A N/A N/A N/A DUP. SPIKE N/A N/A BLANK 08/25/98 08/25/98 mg /Kg N/A N/A N/A N/A LIMITS 20 20 20 20 62 - 128 54 - 119 N/A N/A N/A N/A RPD MAS I.D. # 808049 CLIENT " PROJECT # : • PROJECT NAME SAMPLE MATRIX : EPA METHOD CONTROL LIMITS •GASOLINE • COMPOUND GASOLINE. TRIFLUOROTOLUENE NC = Not calculable. BETX GASOLINE ' QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING SOIL NWTPH-Gx/8020 (BETX) , „000111., SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS SAMPLE DUP. DUP. SAMPLE DUP. SPIKE SPIKED % SPIKED % RESULT RESULT RPD ADDED RESULT REC. RESULT REC. RPD <7.94 <7.94 NC N/A SURROGATE RECOVERIES SAMPLE 70 N/A N/A N/A N/A N/A % REC. N/A SAMPLE DUP. LIMITS 67 Multi Chem ANALYTICAL SERVICES : 808035-5 : 08/25/98 : 08/26/98 : mg/Kg 54 - 119 RPD 20. MAS I.D. # 808049 CLIENT PROJECT if PROJECT NAME SAMPLE MATRIX EPA METHOD COMPOUND BENZENE TOLUENE TOTAL XYLENES GASOLINE CONTROL LIMITS NC = Not calculable. AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING SOIL NWTPH -Gx /8020 (BETX) BENZENE <0.0455 N/A TOLUENE <0.0455 N/A TOTAL XYLENES <0.0455 N/A GASOLINE <9.09 <9.09 SURROGATE RECOVERIES / BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE QUALITY CONTROL DATA N/A 1.82 N/A 1.82 N/A 5.45 NC 90.9 SPIKE 66 70 1.39 1.39 4.41 88.8 SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS SAMPLE DUP. DUP. SAMPLE DUP. SPIKE SPIKED % SPIKED % RESULT RESULT RPD ADDED RESULT REC. 'RESULT REC. RPD 76 76 81 98 % REC. 68 72 MultiChem ANALYTICAL SERVICES 1.42 1.42 4.52 91.3 51 - 114 63 - 116 61 - 126 55 - 122 : 808049 -10 : 08/25/98 : 08/25/98 : mg /Kg 78 2 78 2 83 2 100 3 DUP. SPIKE LIMITS 20 20 20 20 62 - 128 54 - 119 RPD w • J U O OH ! NOs • U) w ;. ' • w =; H w O cgi 1- w F=0° z w w; it_ O H; W W'. H 0 • ll Z I co . 0 p _. Z • MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CASE NARRATIVE CASE NARRATIVE: TOTAL PETROLEUM HYDROCARBONS ANALYSIS - DIESEL MultiChem ANALYTICAL SERVICES There were no anomalies associated with the preparation and /or analysis of the samples in this accession. .I U U Of I . 0 fit' • U)W J H' W O` • 'Z W W. ;O 1 11 1 .0 • tii ;__C-2 . • MAS I.D. if 808049 CLIENT 0-TERPHENYL FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANT I TAT I ON USING TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY AGI TECHNOLOGIES ,. PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : METHOD BLANK SAMPLE MATRIX : SOIL METHOD : NWTPH-Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT , FUEL. HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANT I TAT I ON USING _ . . SURROGATE PERCENT RECOVERY RESULTS <10 C12 - C24 DIESEL <40 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES DATE SAMPLED : N/A DATE RECEIVED : N/A DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/04/98 UNITS : mg/Kg DILUTION FACTOR : 1 LIMITS 102 66 - 138 • MAS I.D. # 808049 -2 CLIENT : AGI TECHNOLOGIES PROJECT # : 15, 854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S1 -9.0 SAMPLE MATRIX : SOIL METHOD : NWTPH -Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY SURROGATE PERCENT RECOVERY RESULTS 21 C12 - C24 DIESEL . <59 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/13/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/05/98 UNITS : mg /Kg DILUTION FACTOR : 1 LIMITS .O- TERPHENYL_ 99 66 - 138 j - 1 CLIENT PROJECT # PROJECT NAME :7, CLIENT I.D. SAMPLE MATRIX METHOD MAS I.D. # 808049-8 COMPOUNDS :1 O-TERPHENYL .n.' AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING S2-12.5 SOIL NWTPH-Dx RESULTS ARE CORRECTED FOR FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING J FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTIZATION USING SURROGATE PERCENT TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY MOISTURE CONTENT RECOVERY DATE SAMPLED DATE RECEIVED : DATE EXTRACTED : DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS <15 C12 - C24 DIESEL <61 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 08/13/98 08/17/98 08/27/98 09/05/98 mg/Kg 1 103 66 - 138 • • • 1Y MAS I.D. # 808049-10 , CLIENT : AGI TECHNOLOGIES ' PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S3-3.0 SAMPLE MATRIX : SOIL METHOD : NWTPH-Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT ] COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING 07TERPHENYL TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY SURROGATE PERCENT RECOVERY MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/13/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/05/98 UNITS : mg/Kg DILUTION FACTOR : 1 RESULTS <18 C12 - C24 DIESEL <73 C24 - C34 MOTOR OIL LIMITS 98 66 - 138 ) 7 1 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S4-2.5 SAMPLE MATRIX : SOIL METHOD : NWTPH-Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT t 1 MAS I.D. # 808049-13 COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE 71 HYDROCARBON QUANTITATION USING TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY . SURROGATE PERCENT RECOVERY OtTERpHENYL. DATE SAMPLED : 08/14/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/05/98 UNITS : mg/Kg DILUTION FACTOR : 1 RESULTS 82 C12 - C24 DIESEL <53 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 99 66 - 138 • Aau.1..■:+siir.v...1arnatLain • • MAS I.D. # 808049 -18 TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY / CLIENT PROJECT # PROJECT NAME CLIENT I.D. : SAMPLE MATRIX : METHOD AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING S5 -7.5 SOIL NWTPH —Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING sr; FUEL HYDROCARBONS ' HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY O- TERPHENYL DATE SAMPLED : 08/14/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/05/98 UNITS : mg /Kg DILUTION FACTOR : 1 RESULTS 23 C12 — C24 DIESEL <57 C24 — C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 98 66 — 138 MAS I.D. # 808049 -21 TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S6 -5.0 SAMPLE MATRIX : SOIL METHOD : NWTPH -Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING O- TERPHENYL SURROGATE PERCENT RECOVERY DATE SAMPLED : DATE RECEIVED : DATE EXTRACTED : DATE ANALYZED : UNITS DILUTION FACTOR : RESULTS 26 C12 - C24 DIESEL <71 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 08/14/98 08/17/98 08/27/98 09/05/98 mg /Kg 1 100 66 - 138 1 • 1 • MAS I.D. # 808049 -24 COMPOUNDS O- TERPHENYL CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CLIENT I.D. : S7 -2.5 SAMPLE MATRIX : SOIL METHOD : NWTPH -Dx RESULTS ARE CORRECTED FOR MOISTURE CONTENT FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY SURROGATE PERCENT RECOVERY MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/14/98 DATE RECEIVED : 08/17/98 DATE EXTRACTED : 08/27/98 DATE ANALYZED : 09/05/98 UNITS : mg /Kg DILUTION FACTOR : 1 RESULTS 630 C12 - C24 DIESEL 490 C24 - C34 MOTOR OIL 97 66 - 138 LIMITS • MAS I.D. # 808049 CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX METHOD COMPOUNDS DIESEL TOTAL PETROLEUM HYDROCARBONS QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING SOIL NWTPH -Dx CONTROL LIMITS DIESEL SURROGATE RECOVERIES O- TERPHENYL SAMPLE RESULT <10.0 SPIKE ADDED SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS 104 N/A MultiChem ANALYTICAL SERVICES : BLANK : 08/27/98 : 09/04/98 : mg /Kg DUP. DUP. SPIKED % ' SPIKED % RESULT REC. SAMPLE REC. RPD N/A N/A N/A RPD 20 200 197 99 % REC. 80 - 120 SPIKE DUP. SPIKE LIMITS 66 - 138 �sinu '.1++...N'- 1S�nifla✓.t5:1+>$iu vGl.1s:1�,:: �v. { "rui:li.. k+SL�:. MAS I.D. # 808049 CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX METHOD COMPOUND DIESEL <15.2 <15.2 NC' CONTROL LIMITS DIESEL SURROGATE RECOVERIES O- TERPHENYL Not calculable. TOTAL PETROLEUM HYDROCARBONS QUALITY CONTROL DATA : AGI TECHNOLOGIES : 15,854.002 : BECKER TRUCKING : SOIL : NWTPH -Dx SAMPLE DUP. DUP. SAMPLE DUP. SPIKE SPIKED % SPIKED % RESULT RESULT RPD ADDED RESULT REC. RESULT REC. RPD 303 294 97 301 • SPIKE 103 SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS 104 MultiChem ANALYTICAL SERVICES : 808049 -8 : 08/27/98 : 09/05/98 : mg /Kg 99 2 % REC. 69 - 124 DUP. SPIKE LIMITS 66 - 138 RPD 32 • 1 MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CASE NARRATIVE: METALS ANALYSIS CASE NARRATIVE MultiChem ANALYTICAL SERVICES The following anomaly was associated with the preparation and /or analysis of the sample in this accession: The percent recovery of the closing continuing calibration verification (CCV) check for iron fell below the required control limits of 90 -110% for sample 808049 -21 (S6 -5.0). While iron was not one of the target analytes for this accession, it was required to determine if the interelement correction factors were working correctly. The sample was reanalyzed because it was not closed by an iron CCV percent recovery that was within the required control limits. However, the associated quality control (QC) samples were. Also, the iron percent recoveries of the closing interelement correction factor A (ICSA) and interelement correction factor AB (ICSAB) were within the required control limits of 80 -120%. Therefore, the lead results for the sample were reported from the second analytical run while the associated QC were reported from the first analytical run and no further corrective action was performed. All other associated quality assurance /quality control (QA /QC) parameters )were within established MultiChem control limits. r...:e ,ti +.:i. trl rat .:'Syy;;?�S•i' !•. MAS I.D. if 808049 METALS ANALYSIS DATA SUMMARY CLIENT : AGI TECHNOLOGIES PROJECT # 15,854.002 PROJECT NAME : BECKER TRUCKING RESULTS ARE CORRECTED FOR MOISTURE CONTENT MAS CLIENT ID# 'ID# 21 S6 -5.0 0 METHOD BLANK DATE PREPARED 08/24/98 08/24/98 DATE ANALYZED ELEMENT MATRIX UNITS 09/14/98 2100 09/11/98 <1.5 MultiChem ANALYTICAL SERVICES : LEAD : SOIL : mg /Kg RESULT DIL BATCH 5.0 RS8542I 1.0 RS8542I MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING METALS ANALYSIS QUALITY CONTROL DATA MultiChem ANALYTICAL SERVICES UNITS : mg /Kg SAMPLE DUP SPIKED SPIKE % BATCH MAS I.D. RESULT RESULT RPD RESULT ADDED REC NUMBER BLANK <1.50 N/A N/A 45.5 50.0 91 RS8542I 808037 -1 2.72 2.14 24 53.9 58.9 87 RS8542I BLANK BLANK MATRIX MATRIX MATRIX SPIKE SPIKE SPIKE SPIKE DUPLICATE %RECOVERY RPD %RECOVERY RPD RPD 80 -120 CONTROL LIMITS N/A 58 -123 N/A 35 MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT.# : 15,854.002 • PROJECT. NAME : BECKER TRUCKING CASE NARRATIVE CASE NARRATIVE: GENERAL CHEMISTRY ANALYSIS MultiChem ANALYTICAL SERVICES There were no anomalies associated with the preparation and /or analysis of the samples in this accession. 9 N t MAS I.D. if 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING GENERAL CHEMISTRY ANALYSIS DATE ANALYZED 08/19/98 MATRIX : SOIL MultiChem ANALYTICAL SERVICES I" { MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING GENERAL CHEMISTRY ANALYSIS DATA SUMMARY MAS I.D. # CLIENT I.D. MOISTURE 808049 -2 S1 -9.0 32 808049 -8 S2 -12.5 34 8080.49 -10 S3 -3.0 45 808049-13 S4 -2.5 24 808049 -18 S5 -7.5 30 808049 -21 S6 -5.0. 44 8.08049 -24. S7 -2.5 33 MATRIX : SOIL UNITS : % MultiChem ANALYTICAL SERVICES 1.1v MAS I.D. # 808049 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING : PARAMETER MOISTURE r -,1 Recovery = (Spike Sample Result - Sample Result) ia* RPD (Relative NO GENERAL CHEMISTRY ANALYSIS QUALITY CONTROL DATA "Th MATRIX : SOIL UNITS : % MultiChem ANALYTICAL SERVICES SAMPLE DUP SPIKED SPIKE % MAS I.D. RESULT RESULT RPD RESULT ADDED REC 808041-3 15 14 7 N/A N/A N/A x 100 Spike Concentration % Difference) = l(Sample Result - Duplicate Result)! Average Result x 100 t "-- Sample; 808049 - Channel; FID Acquired: 26- AUG -98 12:27 Methods X: \MAXDATA \PICARD \082698PC Commas: MAS FUELS: TPHG / 8020 (BETX) Filenaee: R8269PO4 Operator: MAS fwl,' 808049 - 13 Channel: FID Acquired: 25- AUG-98 21:48 Method: X: \MAXDATA \PICARD \082598PC Couuents: MA5 FUELS: PUG / 8020 (BETX) 0 __4 .1_ _ 1 _ L 1 L___ 0 0 1 .1 1r� FB -F Filenan : R8259P18 Operator: MA5 :;< -u- CO -- 1- '.' o 1 t ;. . h+ to hi 0 0 0 0 0 .rt.- r....MII YMNIMIIIIMMII.M .1M11 TFT-F 0 . 1 S . _ TFT -F Samples 808049 - 21 Channel: FID Acquired: 25- AUG -98 22:49 Method: X: \MAXDATA \PICARD \082598PC Comments: MAS FUELS: fF9{G / 8020 (BETX) ) — > 10 - 1 '(1 u:..5.3 N 1� t+4) 4X1 0 411 0 0 0 0 1 a 1 1 1_ BFB -F — FB• -F Yrovrrirrrerrerrrrrrnerrrrrrrftminpnompulmaimpropesammoluppmftweirer Filenaees R8259P20 Operator: MAS >.:V1 L'..L�LS.'riv:w � x.. ..... ...... .. ....�.... �.4. �.r .�. •. f..N. e. .nu.e:st•_31ir::•�ii .0 0 0 f C • LIM i �_ Baepie: 808049 -24 DL Channel: FID Mermen R8259P21 Acquired: 25- AUG -98 23 :19 Method: X: \MAXDATA \PICARD \082598PC Operator: MAS Dilution: 1 : 20.000 Coeeents: MAS FULLS: TP'NG / 8020 (BETX) • • - TFT -F • �OI 1M OgO IOYUMM=7 1 = ' Q �; NW WZ'. - UL W 0: u_ Q. = - CI _` Z - 1-. 1- O Z 1-' — FB -F W L u c 2 n ." J Q': :0 �W W. U i u. F= Z . 111 co Z 0 fi f �< 1 v 01 its 0 0 0 .. 1_ Sauple: PICARD ALKANE Channel: FIG Acquired' 25- AUG -98 9:36 Methods X: \MAXDATA \PICARD \082498PC Coiuente: MAS FUELS: TPHG / 8020 (BETX) 1.41 2. 58 '' ',5r= L Mr.% Ch al 0 0 0 0 o 0 �. —J .1. .� l .a 1 L , — 6.59 . — 8.14 Toluene 11.74 � X 12.64 . 1 2.84 _ ,_. ; , = 13.78 14.36 L- 14.59 — 15.53 :1; 16.22 Naphthalene :r = 16.61 17.13 .( 17.77 ' 18 18.20 'i - 18.63 c. Iv 15.79 C12 1.83 C5 5.59 C7 8.52 C8 _ 11.30 C9 Filenaaet R8259P01 Operator' MAS — 13.48 C10 — 14.80 C11 Z : 00 .. ; to O W = ' ° J.. LL. Q: t A W: '- a Z W W: .. 0 -0 = U : O : Z P' k Simple: A0825 SRB Channel: FID Acquired: 25- AUG -98 14:45 Method: X: \MAXDATA \PICARD \082598PC Comments: MAS FUELS: TPHG / 8020 (BETX) )c 1Cr - - ! ti,► rs C.11 . 0 Cr' 0 0 0 C 0 T ir.__ 4 1 L.... ._1.- en, 1 1 I 1 1 - - 1 _ BFB-F 1. • r' 11 1 — 1 I � C5 I 11 H 11 — FR -F Filename: R8259P05 Operator: MAS __ _ TFT -F • J 0 .� 0 - CONTINUINGT,;ALIBRAT!ON Suplei GAS1000 Cu Channel: FID Acquired: 25 AUG - 98 13:48 Method: X: \MAXDATA \PICARD \082598PC Counts: MAS FUELS: TRIG / 8020 (BETX) C",-_ • 0 4!I c) -t o 'V o BFB -F • 0 TFT -F — FB -F F i l enare: R8259R04 Operator: MAS L_ -_.. .L1 00 ' T :1 f i.4 — I - n OS'{_ -n I T 9i 00'0 E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ' THIS, NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT: - OV 0 09'O - 08'0 - 00 T - OZ'T }r' F C r v N m 07 C7 F 0 ✓ { 1 Sample: 808049 Acquired : l5 - SEPI - 98 039 Comments: «........_.__ ». — «. ^.. ,w.nLnn.mr.rw.unnnao ,mane. ,•. 'on n.n,.nwn•,.mnm, • — Mh — wnrwMlrwrrwwwrn an rw..rwwru. fin. Iml,wrwruwuu 11y ... 41:1 Hnnn..•w`w■■ ..) Channel: WILMA Method: X : \MAXDATA \WILMA \FUEL0904 WA DOE TRH D : - 1 1 - V da A. t , s Filename: R9048W10 Operator: MAX we Itaa WY urw.rrn. ru wrnr awurrwrr. nrw. wr. w w. uurrurw ru.,,.uw,rwnrru.. Many rurn,r.r Saaple: 8080049 -13 Acquired: 05- SER -98 5:11 Comrentc: • r torawealernemar .C� �PRMN :tti SJi__.� Channel: WILMA Method: X: \MAXDATA \WILMA\FUEL0904 WA DOE TRH D .M: .1.0 — 1 a. i.} 1. 1 1 _•: Q i Lx CD W Filenane: R9)48W16 Operator: MAX E Y 1 1-1—D ww. . ww... rw.. w. w. wwwww.. nr........+.. w wv. r.....+ w.. uw.. wu ..wn..w...wr.,..w --. • Sample: 808049 -1b Channel: WILMA Acquired: 05- SEP -38 5 :56 Method: X:\MAXDATA \WILMA\FUEL09O4 Comments: WA DOE ;PH D x 1. • w .vol. 'l i i. CD 0 CD I:71 CJ 1 =1 yy L •Ma. } Y H �1 jtiuo� l d _ J r v Vl LJJ I I . 1 i LJ Filename: R9 MW17 Operator: MAX Sample: 80804 . Acquired: 05 -SEP -3 :043 Comments: • Channel: WILMA Method: X:\MAXDATA\WILMAVUELM04 WA DOE TPH C 0 . i• 11 G_) 1...' F 141. .. .. _. • ... _......_............. __ _ .... _ _..._..! • i; ,r,. ![, 1? . 1 . ) 'J VV 1i Filename: RW4814 Operator: MhA :4 • • LN) - 0 1.4 0 0 j Sasple; 308e45-24 Acquired: Z5-SEP-ii; Colments; 1 .. 44 Jirtregitakillulatible41111111.111111■4111411111111A1.1411111/..................:Z'' ••••• Athtfinta %141 Ingril alubutiamutiiivauenumNimoimilubutuotolanaldwoonbuknureimti, -- - .......t.tone ........... • .,,,,,,. ..."2iiVII44 -- i 1111 i rtn ' ' ' 7. a ... ,„„,,ollarm—im..., 7'• 4 01—:Ilin•Mullihion!ii.iniBiallrhinattnm1111111;1110nhinlilpinolloinlidwnerattlilinhirmergi3m11110110111111111111anhhhliClatlATil 1 i 11111 i I iLiiifaim.941=113,3!=11110.M614111AntlItillgli111411811111=Z;;;;■■ ■••■■• I I I I I I I i i i i Ili.I I c I ' ' 11 ' ' l ' i. " 1 8 ' 8 k " fir;;7.;::. 1111111111u1111)11Lusrafigg -- 69ailiii i iinigninigilltIES112141111M11111111200dIthhlaaMICHNUffillittliWilliltlidnIlltinilaaltitlIZOSIRBELMImIlibmoomunormiu ... 111111111111111111! 11111111111 liii I i ** lllllllllll l lllllllll l lll l l l ll l l l lllll l l l l ll l l lll ll lll llllll lllllllllllllllllllll lllllllllllllll llllll lllllll l l l lllllllll l llllll l lllllllllllllllllll l lll ,,,..444mithtimikhoollimpilgtuidimigwoktomairaittliiriiii...4,,., ,. _Pm "IrverrrrrnIner,,s-rrrrrrrrews loisrmnanwernrannnts ea. • MIC.ir11■1 ." 11411111111111111111111111s111111 111: 11111: 1 1 111 1 111 11 111 11 111 .... ! ,„,11111I I INtruunnalcm===---- ."1119111101111 tragaleati r .4341*011 u! • ""'' • ,:,,u::::::,: 1:1:,: Channel; WILMA Method; X:\MAXLATA\WILNA',FUELOW4 WA DOE TN! D .1.. 0 1: 111;1=0111111 ErgLon2 = liklifal11111111.11'.11i11111101110.11161M1s11.11114111■111111111111141111.1411■11,1111111111.41::::.... lll .."..**"""*'". "" lll *""'""'"""*"'"" lllll -.." IMIMI))11111 in 1 L 1 ZAA.. ll ................-.........................-....................... llllll .. •-•• limittlitiroitteiturrito-1;irt ..........r...*. ..... ..........- .112:.......ZL..................-.......... „Aalliiii......monsw....morr.....mo......t..................... -•••• s . r" -- 4 ...... : ........ ...:4 lllllllll 111111111111111{11111 a -.. Milii111111111/11M111‘11111rigg= Filenages R90481424 Operator; MAX V1111111/111/8......anwouguroormassmarommulot = WA DOE D -• l z _1 0 0 0 I u; g u. D. a w z o z 11J Lu u I j r — IL I - 0 Z UY F_- -±- z • 4 • w • CA " Lr. :C:1 • • MonarentouomoMmoommotyttniMaolo.ousaaukuotonmene iiiii Lewlaanaumnoyommandkwuwu.swetuawanmosionmulumum......a.mmul.wamew....umumwousw. ••••••• Af 1113 *Ur 1-* 3 ro 11 — j Sample: A0827 NTPHu 8LK Channel: WILMA Acquired - 3EP - 98 2310 Methods X:\MAXDATAWILMA\FUEL0904 Comments: WA DOE IN D • 1••••■•■ P"'"'s• Ix •0 %Poi ts . . . .1:51 Ch CO 0 NI • 0 CP 6 CP r) m.. in mn rg • Ir Filename: RiO461406 Operators MX f 8aoples. ALKANE'WILMA " 4 ;'.:.Channel: WILMA Acquirads SEP 19:25 Methods X: \MAXDATA \WILMA \FUEL0904 InJ Vol i 1'.00 , • Coi.ents: rr '. NORMAL ALKANE STANDARD C7 -C34 x 10 uol tom• 0 0 0 F f 0 a 0 0 a 1 . , 1 1.__--+_- __._`._-t 1 1 2.98 3.73 �.n�.n ----- - 3.99 - C 7- ,..•.■_ vmals.._...••••..•••.00•11..._._NI•„_._.. - 6.24 �rrrr - 12.16 1 I, 3 ... s 4 _ 21.35 21.65 L. _ 25.73 - 26.46 = 27.28 - 28.01 1 - : 7 28.38 - 29.02 .nw.un.ounawnvunmsctOVIIM a+ e cemI sM e... nUM..v n e.. mmn.. n rmm. Mnun. n• un. v.ve=ann.mmmm.emmamen..wnru••a• Filenames R9048413 Operator: MAX Alkane - 7.49 9.84 cIZ 3�. 26 - 11.64 ' 13.79 - 15.46 16.99 .•.._.m.........•....,, - .-- • -•• - -• e,..,... Y..,... ..._ ,..•..,•, a. ...•.I•.....g•......_....._..__ ._. 18.39 19.70-C1,LI 22.14 24.64 26.14 C3 7 C",) r„1i .... • 0 Sample: D Ci: 50v Channel: WILMA • Acquired: *A - :+EP - 8 2Z:55 Method: X :\MAXDATH;;, :;. =; Cl;nZc Comments: ik LOF Tr,; __ wm, v.-•• r.. numu, e:. rn•.. r-•.•: va••-, a:n nnn: m. m_. mns.• umt,,,,, morn. r•. nnrc., n. rn•, .rr•r,unn•nv,w.u.•mru ...or, .• _ • CONTINUING CALIBRATION 1 IIHIIiliOIUIIWgYnnnu..... � — 1 .. , � 'iPllii111.f.,;=A -- j P4 NIOIYMG �� �F. . .. :ww..ww..... . ,.wnmum.....lowym unimnam� w, u U.0 .tem .0 w „nuu «....:..r.w..... nww ..u.n.u..u.....un.,u......... .. _Z'1tC mr,,,���•�upp 111 ouur- 1111 U 11A0 ' ILM011N11wr l:ww..uew.....-.•.•_ _ -. fi II W . � q Ia�..uurv��m..�nu+..nnno .=: .. —• - - -... - - M•1911, 111••■•••••IMAMMIMIL11.0081•11.0.1•111laliONIMMOMIN • • 1Y11R11111111¢I11Y al ”" 4 P14 , . w11Ij11Gl ..:..nmm.,.ommo...mm.w.mmm, mow.. mwwwm�mnnrnw. rwwm ,ar•.....wm•rr•,.w....- ...... Nd >ipfl ..... . • 1111SI1tt111NS11� l l l l l f l l l l l t l c"__ ._.____ _._ __ n.n ..w nnmw nn...n,mnmwwn,.n..., w ww..nnw n....w wnw..wn .nn,, .. w I I l l w..,... nor .. J ti .F.1. (Pi 11:1 CI tih;i Filename: it31148W 5 Operator: MAX Sampl e: MO CCV 500 Channel: WILMA Acquired: 04- SEP -98 21:4€1 Method: X :\MAXDATAWILMA\FUEL0904 Comments: WA DOE TRH D L «. �• .._.. ....- ...._...... ..„...w...... ................ ........ «..- .- «..... -... -.. • i • 1114111111111111111`.11111 1 �1. rgi Filenaie; R9048W06 Operator: MAX CONTINUING CALIBRATION 1 !-. _ BFB -F 1 — i- Sample: 88049-13 Channels FID Acquired: 25 AUG 21:48 Methods X: \MAXDATA \PICARD \082598PC Coaa MA8 FUELS: MG / 8020 (BETX) :7t _0_ 0.! _ vol T x p t-+ . CU U9 Q'+ 0 o <5 <7 0 3 1 1 ..-... 3_._. _L 1 — FB -F Filenam R8259P18 Operator: MAS TFT -F E Z ' D -J U a, U 0 W .. LU J: .. H W; 2z Z 1.: I- 0 Z ; W . 2 D 0-1 .` W W:_ U .O F' 0 Suple: 808049 Channel: FID Acquired: 2S- AUG -98 22 :49 Method: X: \MAXDATA \PICARD \082598PC Coeeents: MRS FUELS: MG / 8020 WBETn m 1G_ BFB-F x 3w 'o1 is t-A C 0 - FB -F cn 0 7� Fileneee: R8259P200 Operator: MAS _ TFT -F • • x 10 — 4.1a is co O k3 F•• M A Ch CO 0 4) 0 0 o 1 Sample: 808049 -24 DL Channel: FID Acquired: a'S- AUG-98 23:19 Methods X : \MAXDATA \AICARD \082598RC Dilution: 1 : :0.000 Counts) MAS FULLS: TPH6 / 8020 (AETX) • — _ TFT -F FB-F Filename: R8259p21 Operator: MA3 trl — Saeple: PICARD ALKANE Channels FID Acquired: 25- AUG -98 9:36 Methods X: \MAXDATA \PICARD \082498PC Coisentss MAS FUELS: TPH6 / 8020 (BETX) )t 1c ` volts ►Lx C+'ti o O C ►- _- —�- - 1.41 i_- 2.58 . 38 0 c� f , 59 - 8.14 Toluene - 11.74 _ 12.64 12.84 - 13.22 13.76 1` 14. 3 36 - 14.59 II — 15.53 16.22 Naphthalene = 16.61 17.13 •( 17 77 4_ 15 02 • , 18.20 • -18.63 J 15.79 C12 1.83 C5 - 3.08 C6 5.59 C7 8.52 C8 _ 11.30 C9 Filenaie: R8259P01 Operators MAS - 13.48 C10 - 14.80 Cli 1 .-Z ; . .J U :UO w =: w u. Q - 'co = d LLE Z 1—O" Z W • W, U � O u, W I O: U N+ • '1 1 !— F k Sample: A0825 SRB Channel: FID Acquired: 25 - 98 14:45 Method: X: \MAXDATA \PICARD \082598PC Comments: MAS FUELS: TPIAG / 8058 (BETX) x iw✓_-- R., 0 i i.s c, •-• M tU ro U1 0 R.rl 0 r.11 0 0 0 0 0 1 1 _ , 1 _1__._ 1 FB -F Filenamr: R8259P05 Operator: MAS TFT -F 1404 : i) 00 T 0 es .i' . --L- - - -L--- ..L I f -n 0g ' T) 00'O - 0g '0 — 00 ' Og'T x r" 0 { 0 Y. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS TO THE QUALITY OF THE DOCUMENT` G. r i ample: GAS1000 CCV Channel: FID Acquired: 26- AUG-98 9:47 Method: X: \MAXDATA \PICARD \082698PC Comments: MAS FUELS: TPHG / 8020 (BETX) - 1111. — — ■ x 1 O - j- v A is 0 0• 0 0 0 0 I • 1 1 I , 1 1 1 BFB -F TFT -F FB -F 11....._..10.. ,,, -. Filename: R8269P01 Operator: MAS ISSIU Rik fit L 1.4 L. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT _ ;G 3 x i) ZDo rl a• ire ln D. PS/ rn f. •l . 6o aL 1 1 Co .r. r. 6J Ali 0 RP re- 7 7 Cs d r I L t- o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN HIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • VD �e van 0- am Go CC. cn es. 1 CO eti • T .-y. 1 r1 CD C -' C" ry� rn r r.. A •.-. - S T _ 7 O• ' G F -s i y ?a rS . J Z : •CS��'�.3'e�.11�+.. 00 :E 05 F 00' g Og T 00 T 0g' 0 { : NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I .r.� ri3' I h �'.: 0 0 sa O - G CA � G L 4 w - $ a► q w a� 1 00 ' :E: L--L— 11 salnalw oT 00' E . O T 1 •- :L i fi .::.li:- . Zi '''' ."' -.'..".*-::: ' ''''' -----41:,..- - . -,-. •- ..-- • lir' - iigtrecE: „mr r —r-ttrt -1-11-1 r .- , , 1 1 I i FIV:1 "'It 1 t 1 t • 1 . 1 • • CO' og'c 1 1 IDE ' ,NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 10:E1 ;DO' 4 r , OD .- u. O. OD . • J • 1„ • 1 Saipl e: 308i!. Acquired; 05-5EP— Couuerit s; Channel: WIL "r Method: X:1 Mr ;i.LhTtitWI;.M►;',rUEL0904 WA DOE TFii u C.11 .L �. a i.: 'S !1 �_ C_1 I 1_;1 h1 • 1 1 1 1 1 . 1 1 . 1 . . .. . 1 1 . 1.. . ..' 0 11 „ LW Ih • YYYi WYN1Y15W1Y1 a1w11alYY 4.wr.446ww.. r • V 1 "Ya1NYl 1111111.M yy . fie 1... ""R � . nu.. l.w , +14141414 YI 111�a' L• M1L�MM C �iYiiYYM11MitiwllWMt1 - 11 1111 rr11f 1Y 1 1�{ 7 TM1YYN MIIII W 1.9 1 WlW1Y a' T a.l In IY. 1 _ 11P il. {.a • n 4nn 1111 on 1 ^ .; 1.414114 In 1•..'}.aMxnnaAi .end +• Llikt,+.kl4�� 191�16GNU90IWYGICWLLIYLW :I Yi1144Y-�.:r . . - ____.... . ... ._.__._ _ ' :Z...-. ._ ._. - _._ —.— r.74 :1:5a p614 ' ACL " nel 14 11pl !'N1M 1t t1 r ( .'f:i^ , ::tUlY1L1','M:IY 1 : • ... JI: I:n, {'�IrTi19M ''"'Y "°h"tMM Y”" II i l l i! 1111 i l;ilda�l {I1i11d1 }Tip h rl117aWwMY�l� l 41. V f'vU�n iVSCy+= ti °. „�, ;�aunMliuu— = 4a. 1 ..r. 1 I1, 1 ..... MIAI]�e�usfu414ann.nbr ommoMa.uw .,• r.,1 1111111111111111111111111111111111I li11111L1L1kJ -- .1 iti: '^" 672ZE i"nr 11:1"1 r"IIMxnLIMCII xI /2"11rxu ��t• r�-.. _ • .• �I, Ii. 1J1. L7J. N .hYhIJA.IJt9If7FI E1S11isf WSL7]>M1tld L4lN ILl1Pl' :.. .... ........_- , W._.w.........o.......w.„,. _ a...e 41 ;IiPIk4Yn44fr?�a p. . trr...rr. . wN--- ..:.� eucn..... I.unuuul ���cw•LU.N�� .. 111:111aa11/11111 � '- r!' l�..tN1'f�!$IIIIlCC111iE1tl1161U 1 Q ...._.... _._ ..____._ = t7 1 r6;;;;;;;;:... wm�14 41u ~.... . ' Iwmnln4rftM1..... ............ w, I,J: W1: lYM. la1' JIM14YMMIMIi {1411Mi..YYM11111GW1Y■14414:IN. •1.141Y41• . .y _•«-.. .........._..._.___._-._.._.... Wt (�- 11111111)1111111111111.1 21,6V,:: Filename; R3 43W :4 Operator: MAX Yu - • 11111111 Illlllill ■ mluununnulnlulllln111111 411r- la WA DOE liVirii-D N .1t41. r , "._ oo* sapia pi T OT Og' E 00 Og " I • _ 11121k.1 .•:, NO I 130 'f ' 0 UAL - I 01 if 1 17; 1 -1 • a 1 1 IFLE 1 LL LA IA Ili • i ... _ .. , .... ... = :NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 09 I F - ' nn • T +PP Ct On. *WV ■••■• j J • iii a rce rF C 1 Saeple: ALKIINE� NILMA :. Acquired: 04-SEP -98 19:25 Inj Vol: 1 • Counts' s' 0 .tx 0 it 85.73 26.46 = 27.28. 88.01 r: - 89.08 - 18.16 - 12.73 • _•Channel: WILMA Methods X : \MAXDATA \WILMA \FUEL0904 NORMAL ALKANE STANDARD C7 -C34 tir #•s 0 0 0 t Filenaees R9048w03 Operator: MAX J Alkane - 2.98 3.73 3.99 - c 7 - 5.02 - - r- -------- ---- -- - 6.24 - 7.49 9.84 .- c I Z TO. 26 - 11.64 - 13.79 15.46 _16.99 • -- 18.39 _ 19.70-C I,`-1 `' 22.14 24.64 - - 26.14C rr i ai Sample: J 4r ', Channel: WILMF Acquired: 34 :RE1--:6 :a Method: '.',:1unn2AT;l''.; 12EL::.:i•� Comments: i4 Luc ....w. yr ni rtliUdliif7 imag i:ti x?'::•,. y,.,--,... a,. o•..••...,......,,...—`----.... _.._.�...— .__........- ^---_._._ .` , C r .a i ." aRena 1 tn�+� - — � _ - w a-� _ ��1p4pYL,. YY�YW41fIW1W1YW. 7YMYMWMU.... v........... �.,r.�sr- �•�• •�— ����••••••.+•� —• I111111t1t1it111 1(11111:1:1:1:1 F rt�u'i � c a r "a Filenaee: na►4;W05 Operator: MAX CONTINUING CALIBRATIB1 CA yam. 3 t SOL 5W 1 141 S u1� Sample: MO CC, :+ Acquired: 04 SEP 21:410 Comments: .,r . 0 .. M 1. A. {_ `i 0 C_1 r F -i. • 4.5. Ch Co C' [ti5 c., r_J L_I ') 0 Channel: WILMA Method: X :\MAXDATA \WILr:A\FUEL8904 WA DOE iPH D Filename: R9048W06 Operator: MAX CONTINUING CALIBRATION PROJECT INFORMATION Project Manager: t t(t, % I1 (0 t A. REQUEST Project Name: £ '" I -c (i//7 HYDROCARBONS ORGANIC COMPOUNDS PESTS/PCBs METALS LEACHING TESTS OTHER Project Number: 15. P(' Z._ WTPH-HCI I cry IkAFFPH-fa- NW -V;€ WTPH -418.1 18015M Fuel Hydrocarbon T 1 1 Special Instructions 18010 Halogenated VOCs 18020 Aromatic VOCs 18020M - BETX only 18240 GC /MS Volatiles 1 18270 GC /MS Semivolatiles 18310 PAHs 18040 Phenols DWS - Volatiles and Semivolatiles 18080 OC Pest/PCBs 8080M PCBs only 8140 OP Pesticides 8150 OC Herbicides DWS - Herb /Pest Selected Metals: Iisl Organic Lead (Ca) 1 TCL Metals (23) Priority Poll. Metals (13) DWS - Metals . MFSP - Metals (Wa) TCLP - Volatiles (ZHE) TCLP - Semivolatiles TCLP - Pesticides TCLP - Metals Site Location: Ceorrit VVi Sampled By: K - n - i DISPOSAL INFORMATION %Lab Disposal (return if not indicated) ° Disposal Method: )N1 Disposed by: Disposal Date: QC INFORMATION (check one) •SW - 846 • CLP • Screening AGI Std. • Special SAMPLE ID DATE TIME MATRIX LAB ID 51- -- 7_ ( lI M q :Zh— Sul) .�_ , jj Q t - tY S F _ / 1 XY x !- 17.c - 'r/ii /It i':i c Su I 1 3 s ) ' is. //r f Ic SO i y ;-? - , ( III / • t I� I S' 57 -- C. : 1 17', I - So i 1 ; - _.. • 1 1. VaA1/4 1 7 •tP .CO 0 1 7 - iz -S Viiitfr 14 ;j Su , e X) lc LAB INFORMATION SAMPLE RECEIPT RELINQUISH Y: 1. RELINQUISHED BY: 2. RELINQUISHED BY: 3. Lab Name: itIA3 . Total Number of Containers: Signal : r e: A ignature: Time: Signature: Time: Lab Address: 4, vs h i w Chain -of- Custody Seals: Y /N /NA V..1,.. n ed Name ,— . attee: � t ¢ .. / 1 O'y (f Printed Name: Date: Printed Name: Date: / Intact ?: Y/N/NA C arm �r s c f 400 s ) Company: Company: Via: Received in Good Condition /Cold: Turn Around Time: tandard • 24 hr. • 48 hr. • 72 hr. • 1 wk. RECEIVED BY: 1. RECEIVED BY: 2. RECEIVED BY: 3. 4. PRIOR AUTHORIZATION IS REQUIRED FOR RUSH DATA { Signature: Time: - S1M"re it .,,, Signature: Time: Special Instructions: . Prince Na Date: Printed Name: Date: ' kW di 0 I k V/ 17 Printed Name: r 'ate: Company: a Company: Company. AGI AGI OFFICES: Bellevue:. (206) 453 -8383 Gig Harbor: (206) 851 -5562 Portland: (503) 232 -1800 j CHAIN— OF— WSTODY Date /r1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 1 of if DISTRIBUTION: White, Canary to Analytical Laboratory; Pink to AGI Protect Files, fld- chaincus. pm5 -Rev.1 /55 PROJECT INFORMATION Project Manager: Ave. h(O QUEST Project Name: et (ktV t t 11" M ETALS .EACHINc TESTS OTHER Project Number: ici � -e LWTPH -HCI "' 1 x 1 NW 11 ° I WTPH -418.1 18015M Fuel Hydrocarbon 1 I TPH_ Special Instructions ,. 18010 Halogenated VOCs 18020 Aromatic VOCs 18020M - BETX only 18240 GC /MS Volatiles 18270 GC /MS Semivolatiles 18310 PAHs 18040 Phenols 1DWS - Volatiles and Semivolatiles 8080 OC Pest/PCBs 18080M PCBs only 1 18140 OP Pesticides 18150 OC Herbicides 1DWS - Herb /Pest Selected Metals: fist —[ Organic Lead (Ca) 1 TCL Metals (23) Priority Poll. Metals (13) 1 DWS - Metals MFSP - Metals (Wa) TCLP - Volatiles (ZHE) TCLP - Semivolatiles TCLP - Pesticides TCLP - Metals . NUMBER OF CONTAINERS Site Location: S w i P.1 Wit Sal DISPOSAL INFORMATION L-Lab Disposal (return if not indicated) . Disposal Method: Disposed by: ' Disposal Date: QC INFORMATION (check one) ■SW -846 • CLP ■ Screening CiGI Std. • Special SAMPLE ID DATE TIME MATRIX LAB ID i ift g i) i s : - 3 -- ft N,..q4- 500 ! )() )( . 7._, S3 —5.3 Yi if 17: - cu{I i8 S3 _ 'Lb t 3m- (1: Biel 1 - - .Li — 2S Vitiftff 7:K.c 5011 13 X X 2, 5)I --- A VF 1: -I 501 I 1 q ..,_ (-7r - 5 — OA 12_c tirtiTc t:C 5: if 15 4-A- -° i Vittitit q: V SO r 1 14 - - -LAB INFORMATION SAMPLE RECEIPT RELINQUIS BY: 1. RELINQUISHED BY: 2. RELINQUISHED BY: 3. Lab Name: f " s Total Number of Containers: Si ure : .4.. m e: Signature: Time: Signature: Time: Lab Address: La g �� �}� } Chain-of-Custody Seals: Y/N/NA y ' Pr ted Name: a ��''�1'�� j f `� /�� Date: Printed Name: D t rioted Name: Date: P Intact ?: Y /N /NA co� TT t jtr■iiiil re; Company. Company: Via: Received in Good Condition /Cold: Turn Around Time: ra • 24 hr. • 48 hr. • 72 hr. • 1 wk. ; RECEIVED BY: 1. RECEIVED BY: 2. RECEIVED BY: 3. PRIOR AUTHORIZATION IS REQUIRED FOR RUSH DATA 8t r . 18.b. b. Signature: T ime Signature: Time: Special Instructions: Painte• d a DV tL f irn D Printed Name: Date: Printed Name: Company: A (. _ Company: Company: \� AGI TECHNOLOGIES AGI OFFICES: Bellevue: (206) 453 -8383 Gig Harbor. (206) 851 -5562 Portland: (503) 232 -1800 f ? L. Date VIOT • C 4IN- OF- (dSTODY P 2-- of DISTRIBUTION: White, Canary to Analytical Laboratory; Pink to AGI Projec Fi Go t o AG I Dt NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. f ld -chai ncus. pm5- Rev.119G PROJECT INFORMATION Laboratory Number: " AP Project Manager: PR Y REQUEST "_ Vt. Project Name: gef fir f VIAMh i HYDROCARBONS ORGANIC COMPOUNDS PESTS/PCBs METALS LEACHING TESTS OTHER Project Number:: , ' K - 94 IWTPH -HCI "' I "' z % ^ LWTPH -418.1 18015M Fuel Hydrocarbon TPH Special Instructions 18010 Halogenated VOCs 18020 Aromatic VOCs 1 18020M - BETX only 1 V 18240 GC /MS Volatiles 11 [8270 GC /MS Semivolatiles 18310 PAHs 18040 Phenols 1 1 LOWS - Volatiles and Semivolatiles 8080 OC Pest/PCBs 1 1 18080M PCBs only 18140 OP Pesticides LA 8150 OC Herbicides 1 1 DWS - Herb /Pest 1 Selected Metals: list Organic Lead (Ca) 1�1 TCL Metals (23) [� Priority Poll. Metals (13) 1T DWS - Metals 1 1 MFSP - Metals (Wa) TCLP - Volatiles (ZHE) 1 1 TCLP - Semivolatiles 1 1 TCLP - Pesticides 1 1 TCLP - Metals 1 1 Toni l 1a T)01(W — 1 - T ' . , Site Location: Slot T ( w4-- Sampled By: ,_,. `` f DISPOSAL••INFORMATION frt.ab Disposal (return if not indicated) D Disposal Method: )NT Disposed by: Disposal Date: 2 QC INFORMATION (check one) •SW - 846 • CLP • Screening AGI Std. • Special SAMPLE ID DATE riNitil TIME I0- :8 -Sort MATRIX LAB ID - s ( 3— `f C."- s viiiiitt urter coil t, Y )( -a Si --10+ wfQt ("zf .,t t , s 6 m- -5 /W4t 11 : Soil -- s _2 s 0- pot r2:0* c o i l 1;31 ) )( - a 54 -- c . 6- v7gt a�.: r n- so f 1 - Z si -- it_ & VW/ft 1`2__:21L W I P--: 2 rifieff 17: “CI iV.4 X -- )( LAB INFORMATION SAMPLE RECEIPT RELINQUIS BY: 1. RELINQUISHED BY: 2. RELINQUISHED BY: 3. Lab Name: ( �fJ { �� Total Number of Containers: ' si • � 1 Tim,,e���{frSignature: I: i.,..... .. l -JO ted Name 0 e: � lA« : Time: Signature: Time: / ��/ Lab Address: W Chain -of- Custody Seals: Y /N /NA Printed Name: Date: Printed Name: Date Intact ?: Y/N/NA . Cop ��r c, y ti , � �( Company: Company: Via: Received in Good Condition /Cold: Turn Around Time: A- Standard • 24 hr. • 48 hr. • 72 hr. • 1 wk. . RECEIVED BY: 1. RECEIVED BY: 2. RECEIVED BY: 3. PRIOR AUTHORIZATION IS REQUIRED FOR RUSH DATA atur 32.6 ttaa�� Signature: Time: Signature: Time Special Instr6ctions: j A l � � S O S i c L am.. (c ep--- 'a \ li "'f 1 f vv_ 1'��� ) 1� ��' "" > ' PI "' e a h A I j ' P rinted ame: Date: Printed Name: Date: imba lk fir i7:V' Printed Name: Oat �• Co m zany Company: ��' "� � � Company Y\ AGI OFFICES: Bellevue: (206) 453 -8383 Gig Harbor: (206) 851 -5562 Portland: (503) 232 -1800 { Date TNAT - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. IAIN- OF - Page ? of ISTRIBUTION: White, Canary to Analytical Laboratory; Pink to AGI Protect Files, fla- chaincus pm5•Rev 1/96 PROJECT INFORMATION Project Manager. Po vc- AIL(uiA, ANALYSIS REQUEST Project Name: &(1IQr I frtffi"t i to HYDROCARBONS METALS ACHING TESTS OTHER 1 ect Number: /SAW. � Project 1WTPH -HCI WTPH -G IWTPH -D • I WTPH -418.1 18015M Fuel Hydrocarbon I TPH Special Instructions ;• 18010 Halogenated VOCs 18020 Aromatic VOCs 18020M - BETX only 18240 GC /MS Volatiles 18270 GC /MS Semivolatiles 18310 PAHs 8040 Phenols DWS - Volatiles and Semivolatiles 8080 OC Pest/PCBs 8080M PCBs only 8140 OP Pesticides 8150 OC Herbicides DWS - Herb /Pest Selected Metals: list 1 Organic Lead (Ca) TCL Metals (23) 1 Priority Poll. Metals (13) DWS - Metals 1 MFSP - Metals (Wa) TCLP - Volatiles (ZHE) 1 TCLP - Semivolatiles TCLP - Pesticides TCLP - Metals Site Location: $-PI` is 4 )11.4— Sampled By: j DISPOSAL-INFORMATION Cab Disposal (return if not indicated) ° Disposal Method: JN1 Disposed by: Disposal Date: QC INFORMATION (check one) •SW -846 • CLP • Screening L AGI Std. • Special SAMPLE ID DATE TIME MATRIX LAB ID S4 5.0- PVT 7 sS S 0 i ! 25: .. r• s'- °. -S \lN /- IVY- s �i I 1 f - !tfC Vi 1 r !L(:Z( Cott .. '2- .c1- e ; r t h - , 01 j ...- . i n „ , ,' -r 1¢t " - , LAB INFORMATION SAMPLE RECEIPT RELINQUISH BY: 1. RELINQUISHED BY: 2. RELINQUISHED BY: 3. Lab Name: !I Total Number of Containers: -: Sig r}4ure: Nti Signature: Time: ' Printed Signature: Time: Lab Address: t„Tov, t_ Chain -of- Custody Seals: Y /N /NA Pri tad Name: a t t f )1 7�( Name: Date: f Printed Name: Date: Intact ?: Y /N /NA &a l t LieNuits.fil Company: Company. Via: Received in Good Condition /Cold: Turn Around Time: (.8tandard • 24 hr. • 48 hr. • 72 hr. • 1 wk. RECEIVED BY: 1. RECEIVED BY: 2. RECEIVED BY: 3. PRIOR AUTHORIZATION IS REQUIRED FOR RUSH DATA - t gi Mme Time: Signature: Time: Special Instructions: Anted m e: nc tiv d nted Name: Date: Printed Name: Date: t 1 Company: Company: Company. z �` — — (A&I.‘ TECHNOLOGIES AGI OFFICES: Bellevue: (206) 453 -8383 Gig Harbor. (206) 851 -5562 Portland: (503) 232 -1800 f D Vier C ►IN -OF -rS - TODY Pa of I / DISTRIBUTION: White, Canary to Analytical Laboratory; Pink to AG Projec Ft les; Gold to AGI Disposa s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. f Id- chaincus. pm5 -Rev.1 /55 ) DATE: 03 • TIME: to3a INITIALS: Ma. Shipping: Type 1 -- - "Cooler Box Other ti efriaera fit: el Ice Pack Loose Ice Other None Condition of Samples: Containers: Intact? (Bottle/Lid) Correct Type? ottle # I' ;ItiChem Analytical Sere es SAMPLE LOGIN CHECKLIST COC Seals: Ship. Cont. vOn Bottles M V e ,Frozen? Pack N Y N Y N Intact? Y N '(� N Sample Information: Type Soil VOAs Soil Water VOAs Water Product Other ACCESSION NO. S'A' CLIENT: fr6 PROJECT: 0 -r Tf G«k2t c,t Received Via: vld Delivery Federal Express Airborne Other. Waters Preserved? CA # (if needed) ID's (if �Y) N4 ( see other side) packing Material: Styrofoam Bubble Bags Foam Vial Packs `�� Vlner 41.27 0 headspace Y N N 0 headspace Y N N Preserved? Y N Trip blanks? Y N Y N N Courier UPS Taxi Goldstreak Match C.O.C. 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''.... 707 Tech.Signature/Date: IgnaturefDate:.•:• A g 4 MultiChem Analytical Services Corrective Action Sheet Explain Action Taken: CORRECTIVE ACTION TAKEN: NON N (if Y see other side) • 1AL-4a ...,... `1, September 16, 1998 AGI Technologies 11811 N.E. 1st Street Suite 201 Bellevue WA 98005 Attention : Dave Ashcom Project Number : 15,854.002 Project Name : Becker Trucking Dear Mr. Ashcom: On August 19, 1998, MultiChem Analytical Services received seven samples for analysis. The samples were analyzed with EPA methodology or equivalent methods as specified in the attached analytical schedule. The results, sample cross reference, and quality control data are enclosed. Sincerely, Elaine M. Walker Project Manager EMW/hal/trm 1 '1 Enclosure eaw 17L it)6t,th14„.— MultiChem ANALYTICAL SERVICES MAS I.D. # 808057 560 Nachos Avenue SW, Suite 101, Renton, Washington 98055-2200.425-228-8335. FAX 425-228-8336 .1-800-609-0580 .info@multichem.com MAS I.D. # 808057 CLIENT : AGI TECHNOLOGIES PROJECT if : 15,854.002 PROJECT NAME : BECKER TRUCKING MAS # CLIENT DESCRIPTION 808057 -1 MW1 808057 -2 MW2 808057 -3 MW3 808057 -4 MW4 808057 -5. MW5 808057 -6 MW6 808057 -7 MW7 MATRIX # SAMPLES WATER 7 SAMPLE CROSS REFERENCE SHEET TOTALS MAS STANDARD DISPOSAL PRACTICE MultiChem ANALYTICAL SERVICES DATE SAMPLED MATRIX 08/18/98 WATER 08/18/98 WATER 08/18/98 WATER 08/18/98 WATER 08/18/98 WATER 08/18/98 WATER 08/18/98 WATER The samples from this project will be disposed of in thirty (30) days from the date of the report. If an extended storage period is required, please contact our sample control department before the scheduled disposal date. MAS I.D. # 808057 ANALYSIS BETX R = MAS - Renton ANC'= MAS - Anchorage SUB = Subcontract CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING ANALYTICAL SCHEDULE MultiChem ANALYTICAL SERVICES TECHNIQUE REFERENCE LAB GC /PID EPA 8020 R TOTAL PETROLEUM HYDROCARBONS: GAS GC /FID NWTPH -Gx R TOTAL PETROLEUM HYDROCARBONS: DIESEL GC /FID NWTPH -Dx MAS I.D. if 808057 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CASE NARRATIVE CASE NARRATIVE: BETX - GASOLINE ANALYSIS MultiChem ANALYTICAL SERVICES There were no anomalies associated with the preparation and /or analysis of the samples in this accession. 1 MAS I.D. # 808057 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS .BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL. HYDROCARBONS : :.HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE Rogionosongswissessosseissomm BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING METHOD BLANK WATER NWTPH -Gx /8020 (BETX) SURROGATE PERCENT RECOVERY RESULTS <0.50 <0.50 <0.50 <0.50 MultiChem ANALYTICAL SERVICES DATE SAMPLED : N/A DATE RECEIVED : N/A DATE EXTRACTED : N/A DATE ANALYZED : 08/24/98 UNITS : ug /L DILUTION FACTOR : 1 <100 TOLUENE THROUGH C12 GASOLINE 97 98 LIMITS 77 - 120 50 - 150 AMIIIIIMNIttehleend i .. MAS I.D. ## 808057 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES BROMOFLUOROBENZENE TRIFLUOROTOLUENE FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BETX - GASOLINE DATA SUMMARY : AGI TECHNOLOGIES : 15,854.002 : BECKER TRUCKING : METHOD BLANK : WATER : NWTPH -Gx /8020 (BETX) SURROGATE PERCENT RECOVERY MultiChem ANALYTICAL SERVICES DATE SAMPLED : N/A DATE RECEIVED : N/A DATE EXTRACTED : N/A DATE ANALYZED : 08/25/98 UNITS : ug /L DILUTION FACTOR : 1 RESULTS <0.50 <0.50 <0.50 <0.50 <100 TOLUENE THROUGH C12 GASOLINE 99 101 LIMITS 77 - 120 50 - 150 1 4 I/ MS I.D. # 808057 CLIENT PROJECT 0 : PROJECT NAME : CLIENT I.D. : SAMPLE MATRIX : METHOD COMPOUNDS BENZENE ETHYLBENZENE ,TOLUENE TOTAL XYLENES BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING METHOD BLANK WATER NWTPH-Gx/8020 (BETX) FUEL HYDROCARBONS . HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY <0.50 <0.50 <0.50 <0.50 BROMOFLUOROBENZENE 99 YTRIFLUOROTOLUENE 101 RESULTS Multi Chem ANALYTICAL SERVICES DATE SAMPLED : N/A DATE RECEIVED : N/A DATE EXTRACTED : N/A DATE ANALYZED : 08/26/98 UNITS : ug/L DILUTION FACTOR : 1 <100 TOLUENE THROUGH C12 GASOLINE LIMITS 77 - 120 50 - 150 }. • MAS I.D. # 808057 -1 CLIENT PROJECT # PROJECT NAME . CLIENT I.D. SAMPLE MATRIX : METHOD COMPOUNDS BENZENE 'ETHYLBENZENE TOLUENE TOTAL XYLENES BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW1 WATER NWTPH -Gx /8020 (BETX) FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING .SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS . DILUTION FACTOR : RESULTS 1300 200 50 460 3800 TOLUENE THROUGH C12 GASOLINE 98 101 MultiChem ANALYTICAL SERVICES 08/18/98 08/19/98 N/A 08/24/98 ug /L 20 LIMITS 77 - 120 50 - 150 • • MAS I.D. if 808057 -2 CLIENT PROJECT if PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW2 WATER NWTPH -Gx /8020 (BETX) FUEL HYDROCARBONS .HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : N/A DATE ANALYZED : 08/24/98 UNITS : ug /L DILUTION FACTOR : 1 RESULTS <0.50 <0.50 <0.50 <0.50 <100 TOLUENE THROUGH C12 GASOLINE 98 98. MultiChem ANALYTICAL SERVICES LIMITS 77 - 120 50 - 150 lavrwi MAS I.D. # 808057 -3 CLIENT :PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX `METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE .TOTAL XYLENES BROMOFLUOROBENZENE TRIFLUOROTOLUENE FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW3 WATER NWTPH -Gx /8020 (BETX) SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS <0.50 <0.50 <0.50 <0.50 MultiChem ANALYTICAL SERVICES <100 TOLUENE THROUGH C12 GASOLINE 98 102 08/18/98 08/19/98 N/A 08/24/98 ug /L 1 LIMITS 77 - 120 50 - 150 MAS I.D. # 808057 -4 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS: HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE T RI FLUOROTOLUENE BETX — GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW4 WATER NWTPH —Gx /8020 (BETX) SURROGATE PERCENT RECOVERY DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : N/A DATE ANALYZED : 08/24/98 UNITS : ug /L DILUTION FACTOR : 1 RESULTS 50 3.2 7.6 24 360 TOLUENE THROUGH C12 GASOLINE 98 102 MultiChem ANALYTICAL SERVICES LIMITS 77 — 120 50 — 150 W 6 —J U f •. 0 W= ... U- W J; L Q • a H W dr— Z H. W W:. co , p = H V LLi z: O F. Z MAS I.D. # 808057 -5 CLIENT PROJECT # PROJECT NAME CLIENT I.D. `.SAMPLE MATRIX METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW5 WATER NWTPH -Gx /8020 (BETX) FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY 'BROMOFLUOROBENZENE TRIFLUOROTOLUENE MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : N/A DATE ANALYZED : 08/24/98 UNITS : ug /L DILUTION FACTOR : 1 RESULTS <0.50 <0.50 <0.50 <0.50 <100 TOLUENE THROUGH C12 GASOLINE 97 102 LIMITS 77 - 120 50 - 150 MAS Z.D. # 808057 -6 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS BENZENE ETHYLBENZENE TOLUENE TOTAL XYLENES FUEL HYDROCARBONS ,HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW6 WATER NWTPH -Gx /8020 (BETX) SURROGATE PERCENT RECOVERY Value from a 500 fold diluted analysis. DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS 16000 1700 25000 D9 11000 97 98 MultiChem ANALYTICAL SERVICES 100000 TOLUENE THROUGH C12 GASOLINE LIMITS 08/18/98 08/19/98 N/A 08/25/98 250 77 - 120 50 - 150 Z _ 1— mo w: JU C) O U) 0 ,. N W = w O co Dr = a. I- _ Z I- O' Z .H; w. . U i O :0 I- 11; Umb w. O MAS I.D. CLIENT PROJECT # PROJECT NAME . CLIENT I.D. SAMPLE MATRIX : METHOD COMPOUNDS BENZENE .ETHYLBENZENE TOLUENE TOTAL XYLENES 808057 -7 AGI TECHNOLOGIES 15, 854. 002 BECKER TRUCKING MW7 WATER NWTPH -Gx /8020 (BETX) FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE DATA SUMMARY SURROGATE PERCENT RECOVERY D7.= Value from a 100 fold diluted analysis. MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : N/A DATE ANALYZED : 08/25/98 UNITS : ug /L DILUTION FACTOR : 20 RESULTS 3600 D7 160 1700 750 7300 TOLUENE THROUGH C12 GASOLINE 94 100 LIMITS 77 - 120 50 - 150 MAS I.D. if 808057 CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX EPA METHOD COMPOUNDS BENZENE TOLUENE TOTAL XYLENES GASOLINE CONTROL BENZENE "TOLUENE TOTAL` XYLENES .GASOLINE LIMITS SURROGATE RECOVERIES BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING WATER NWTPH -Gx /8020 (BETX) SAMPLE RESULT <0.500 <0.500 <0.500 <100 SAMPLE I.D. # . DATE EXTRACTED . DATE ANALYZED . UNITS SPIKE SPIKED % ADDED RESULT REC. 20.0 20.0 60.0 1000 SPIKE 99 98 19.4 20.3 61.8 997 97 102 103 100 % REC. 80 - 120 80 - 120 80 - 120 80 - 120 N/A N/A MultiChem ANALYTICAL SERVICES DUP. DUP. SPIKED % SAMPLE REC. RPD N/A N /A. N/A N/A DUP. SPIKE BLANK N/A 08/24/98 ug /L N/A N/A N/A N/A LIMITS 77 - 120 80 - 120 N/A N/A N/A N/A RPD 20 20 20 20 MAS I.D. # 808057 CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX EPA METHOD COMPOUNDS BENZENE TOLUENE TOTAL XYLENES GASOLINE CONTROL LIMITS BENZENE TOLUENE TOTAL XYLENES GASOLINE SURROGATE RECOVERIES BROMOFLUOROBENZENE .TRIFLUOROTOLUENE BETX - GASOLINE QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING WATER NWTPH -Gx /8020 (BETX) SAMPLE RESULT <0.500 <0.500 <0.500 <100 20.0 20.0 60.0 1000 SPIKE 98 101 19.1 20.1 61.0 1010 SAMPLE I.D. # . DATE EXTRACTED . DATE ANALYZED . UNITS SPIKE SPIKED % ADDED RESULT REC. 96 101 102 101 % REC. 80 - 120 80 - 120 80 - 120 80 - 120 N/A N/A MultiChem ANALYTICAL SERVICES DUP. DUP. SPIKED % SAMPLE REC. RPD N/A N/A N/A N/A DUP. SPIKE BLANK N/A 08/25/98 ug /L N/A N/A N/A N/A LIMITS 77 - 120 80 - 120 N/A N/A N/A N/A RPD 20 20 20 20 MAS I.D. # 808057 CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX EPA METHOD COMPOUNDS BENZENE TOLUENE TOTAL XYLENES GASOLINE CONTROL LIMITS. BENZENE TOLUENE TOTAL XYLENES GASOLINE SURROGATE RECOVERIES BROMOFLUOROBENZENE TRIFLUOROTOLUENE BETX - GASOLINE QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING WATER NWTPH -Gx /8020 (BETX) SAMPLE RESULT <0.500 <0.500 <0.500 <100 SPIKE SPIKED % ADDED RESULT REC. 20.0 20.0 60.0 1000 SPIKE 98 100 19.4 20.3 61.6 1020 SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS 97 102 103 102 % REC. 80 - 120 80 - 120 80 - 120 80 - 120 DUP. SPIKE N/A N/A MultiChem ANALYTICAL SERVICES BLANK N/A 08/26/98 ug /L DUP. DUP. SPIKED % SAMPLE REC. RPD N/A N/A N/A N/A N/A N/A N/A N/A LIMITS N/A N/A N/A N/A RPD 20 20 20 20 77 - 120 80 - 120 6 J U: UO:, U.1 I- • LL: w 0 IX a • Q ;. = d;. 1-- w _, Z 0 Z f- W 0 ;0 w ; . O Ili 0 Z teal MAS I.D. # 808057 CLIENT PROJECT # . PROJECT NAME . SAMPLE MATRIX : EPA .METHOD COMPOUND BENZENE <0.500 N/A TOLUENE <0.500 N/A TOTAL XYLENES <0.500 N/A GASOLINE <100 <100 CONTROL LIMITS BENZENE TOLUENE TOTAL XYLENES GASOLINE SURROGATE RECOVERIES BROMOFLUOROBENZENE TRIFLUOROTOLUENE =. Not calculable. BETX - GASOLINE QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING WATER NWTPH -Gx /8020 (BETX) SAMPLE DUP. DUP. SAMPLE DUP. SPIKE SPIKED % SPIKED % RESULT RESULT RPD ADDED RESULT REC. RESULT REC. RPD N/A 20.0 N/A 20.0 N/A 60.0 NC 1000 SPIKE 99 100 19.5 19.8 60.0 1040 SAMPLE I.D. # : 808046 -1 DATE EXTRACTED : N/A DATE ANALYZED : 08/24/98 UNITS : ug /L 98 19.7 99 20.1 100 60.7 104 1040 % REC. 80 - 120 80 - 120 80 - 120 80 - 120 97 100 MultiChem ANALYTICAL SERVICES 99 101 101 104 DUP. SPIKE LIMITS 77 - 120 80 - 120 1 2 1 0 RPD 20 20 20 20 MA5 I.D. # 808057 CLIENT : AGI TECHNOLOGIES PROJECT # : 15,854.002 PROJECT NAME : BECKER TRUCKING CASE NARRATIVE CASE NARRATIVE: TOTAL PETROLEUM HYDROCARBONS ANALYSIS - DIESEL MultiChem ANALYTICAL SERVICES There were no anomalies associated with the preparation and /or analysis of the'samples in this accession. 1 MAS I.D. # 808057 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD • • COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING O- TERPHENYL TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING METHOD BLANK WATER NWTPH -Dx SURROGATE PERCENT RECOVERY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS <0.25 C12 - C24 DIESEL <0.50 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS N/A N/A 08/24/98 09/02/98 1 g /L 94 65 7.134 MAS I.D. # 808057 -1 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW1 WATER NWTPH -Dx FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING 0- TERPHENYL TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY SURROGATE PERCENT RECOVERY DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : 08/24/98 DATE ANALYZED : 09/02/98 UNITS : mg /L DILUTION FACTOR : 1 RESULTS 0.28 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 91 65 - 134 �j MAS I.D. # 808057 -2 CLIENT PROJECT # PROJECT NAME CLIENT I.D. : SAMPLE MATRIX METHOD COMPOUNDS AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW2 WATER NWTPH -Dx FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTI TAT ION USING 0- TERPHENYL SURROGATE PERCENT RECOVERY TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY RESULTS <0.24 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : 08/24/98 DATE ANALYZED : 09/02/98 UNITS : mg /L DILUTION FACTOR : 1 LIMITS 96 65 - 134 re w J V , U O CO W • W CO w 0 ' Q co c • a 1— w Z � F-0 Z E—' W W C); ; 0 co , ,w W' Zi ~ O �' . Z MAS I.D. # 808057 -3 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS 0- TERPHENYL AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW3 WATER NWTPH -Dx FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY SURROGATE PERCENT RECOVERY MultiChem ANALYTICAL SERVICES DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : 08/24/98 DATE ANALYZED : 09/02/98 UNITS : mg /L DILUTION FACTOR : 1 RESULTS <0.24 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL LIMITS 97 65 - 134 • n MAS•I.D. # 808057 -4 CLIENT PROJECT # PROJECT NAME : CLIENT I.D. : SAMPLE MATRIX : METHOD COMPOUNDS AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW4 WATER NWTPH -Dx FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS 0.57 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 08/18/98 08/19/98 08/24/98 09/02/98 mg /L 1 96 65 - 134 MAS I.D. # 808057 -5 "CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING 0- TERPHENYL • TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW5 WATER NWTPH -Dx SURROGATE PERCENT RECOVERY DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : 08/24/98 DATE ANALYZED : 09/02/98 UNITS : mg /L DILUTION FACTOR : 1 RESULTS <0.24 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 95 65 - 134 MAS I.D. # 808057-6 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX : METHOD COMPOUNDS TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW6 WATER NWTPH-Dx :FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY :'0,-TERPHENYL DATE SAMPLED : 08/18/98 DATE RECEIVED : 08/19/98 DATE EXTRACTED : 08/24/98 DATE ANALYZED : 09/02/98 UNITS : mg/L DILUTION FACTOR : 1 RESULTS 1.4 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL 95 65 - 134 MultiChem ANALYTICAL SERVICES LIMITS �7r MAS I.D. # 808057 -7 CLIENT PROJECT # PROJECT NAME CLIENT I.D. SAMPLE MATRIX METHOD COMPOUNDS TOTAL PETROLEUM HYDROCARBONS DATA SUMMARY AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING MW7 WATER NWTPH -Dx FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBON QUANTITATION USING SURROGATE PERCENT RECOVERY 0- TERPHENYL DATE SAMPLED DATE RECEIVED . DATE EXTRACTED . DATE ANALYZED . UNITS DILUTION FACTOR : RESULTS 0.40 C12 - C24 DIESEL <0.47 C24 - C34 MOTOR OIL MultiChem ANALYTICAL SERVICES LIMITS 08/18/98 08/19/98 08/24/98 09/02/98 mg /L 1 92 65 - 134 1A: CLIENT PROJECT # PROJECT NAME SAMPLE MATRIX METHOD MAS I.D. # 808057 COMPOUNDS fl TOTAL PETROLEUM HYDROCARBONS QUALITY CONTROL DATA AGI TECHNOLOGIES 15,854.002 BECKER TRUCKING WATER NWTPH—Dx DIESEL CONTROL LIMITS DIESEL SURROGATE RECOVERIES O—TERPHENYL SAMPLE RESULT SPIKE ADDED <0.250 2.50 SPIKE 99 SAMPLE I.D. # DATE EXTRACTED DATE ANALYZED UNITS 99 MultiChem ANALYTICAL SERVICES : BLANK : 08/24/98 : 09/02/98 : mg/L DUP. DUP. SPIKED % SPIKED % RESULT REC. SAMPLE REC. RPD 2.45 98 2.45 % REC. 76 — 115 DUP. SPIKE LIMITS 98 0 65 — 134 RPD 20 • • • O( • }g 'T iliv 1 II I I 14 LJ : L :se: vtilu pi SOT Cat} • • tcs T Irl l i r a TI� Il r . 0074X ^ 09'0 X 08.10 c - Ir - 00•T 4 — 0 T — 0 T — 09 • T ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C7 NO I/D 7 a.. n 0 am. in •11I•• S,a:11rmP4 TOT O0' OS 'T 00'T II V 0g'0 . 00'0 - 01? '0 - 09'0 - 08 ' - OV'T - 09'T X 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS, DUE TO THE QUALITY OF THE DOCUMENT s p ie sc. el c.: M d y Ile eil• fu� T = S Z as a as 0.6-• IMO 41•0 5aimple! 808057-6 DL Channel! FID Ac u 25 -AUG- 980021:42 Method! X: \MRXDATA \GLAD2 \082598GS Co,aentss MRS : TPHG / 8020 (BETX? >( 1 O volts 0 W na 0 0 <5 0 I _, -I _ L — TFT -F FB -F Filename' R8259G14 Operator! MAS Sample' 808057 - DL Channel' FID • Filename' R8259616 Acquired' 25 AUG - 98 22:47 Method' X : \MAXDATA\GLAD2 \082598GS Operator' MAS Dilutions 1 : 20.000 Counts' MAS : TPHG / 8020 (BETX) 3 ) - L 0 x 1O I. oYIts 0 tes 0 e-n 0 0 0 0 0 C} L l _ L 1._ ____L — TFT -F Z . re J V 0 :w LU W =! �('.. W o' cn a ' Z _ —_ - 1- O Z '-� W ;O W -;. W : V F ,W f Ufi I--; 71 ; • i 1 :—1 I Sample: GLAD MANE Channel: FIB Acquired: 24406 10:08 Method: X:\MAXDATA\GLAD2\082496GG Comments: MS FUELS: MUG / 8020 (BEM co (7) • A— ..... — L .1 •4. 1 1 • 0 • - • • • • . 4 .• ••-• 4.0E: C5 • • . 4.62 . • .• 07 ••.S. ' • ':•-• • • — 6.32 C6 • •• • . • I • • , •., -• • • -I • • c4. ..1 • . ir • • ••••• ..•.• .1 • 11 0 - - -- EtrgralaTirgr - - 21.88 -- 22.13 " — 22.94 9.47 C7 — 12.76 C8 15.97 C9 I 17.93 ._ 16.49 CIO ^ - • - • • - - • • .. -• • • -• _•••• - • • • • • _ -• -•- • • _ 0 21.19 C12 Filename: R8249 Operator: MAS (:2 1.4` 1.“4 2.57 20.04 C11 00' 11 1 11 selowpoi T OT x OS 'T OO T i � OS' 0 00'0- - OZ'T - n NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT IMO MP •10 I O7IO 1 % r m m 09.0 X Rx3 0 Y� x -n 08 '0 { 4 -- 00 ' T A X. 0 0 0 i Saup111 A0825 WRB Channel' FID Acquired' 25- AUG -98 13:33 M,thodi X: \MAXDATA \GLAD2 \082598GS Cou.entst MAS : TPHG / 8020 (BETX) 10 -1 +.Mo i is • . 1 Ch OD 0 DO 0 0 0 0 0 1 ___ 1 1 : ------ -�-� -� — - BFB -F ---- -� -- TFT -F Filenauei R8259603 Operator' MAS FB -F Ai Sample! G0826A WRB Channel! FID Acquired! 26- RUG -98 9:49 Method! X: \MAXDATA \GLAD2 \082698GS Comments! MRS : TPHG / 8020 IBETX) >( :Q. t q.$ iy Y t s ••••.••••••■•••=trumnswImmummelumnswnewnswastmeresomomonwautiorerlosr •••-• • - BFB-F Filenaee! R8269803 Operator! MAS Q0 4S' sa3UIUIW T4T 00'T L I ! ! ! 11 !'r 11 � 1 j t! I ! � ! 4 � `fir { i t l 0 ; l 1 ,ii ,f ► j �� � c . 1 ! I � , i t OS'{ 00'0 — OS '0 -00'Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Y M M A A E i \ r+ 00 , T Y Y I x 'n I• ... o { $ Q � — 0S.T ' .n. VUN I INU E.)co 0 0 :. — - Simples GAS1a0a CCV Channels FID Acquireds 25- AUG -98 12:11 Methods X: \MAXDATA \GLAD2 \082598GS Counts' MAS : TPHG / 8020 (BETX1 { R 0 � w t • 0 C i 0 0 0 0 I I 3d 10 -1 vo is 11.1111111111.1111111MIONIMMINLY.11011110.• •••• — BFB -F • 4.11104MnvMMI.u.e1a0nma — TFT -F FB -F unwarsorstaar Memos R8259G01 Operators MAS • ONTINU NG OA1BRATON gnuploi GAS1000 CCV Channe11 F1D f oiaent d1 MAS -A - / (BETXpodi X: \MAXDATA \GLAD2 \082698GS 4 0 0 rO to 0 at 0 0 0 0 1 1 1 BFB -F a. 0— 1 +.N err i . -- -- — TFT -F — _ FB -F Filename: R8269601 Operator: MAS y 1 Acquirodi Consents: 1 ww.www. Luanne l : 1'f 1 Ll I 7 :3 Methods X:\MAXDATAW:LMR WA DOE TN U i I 0 C) ►w� pwh i:a %t i rilenanni CFCF11 )) MAX 1 Lr .1 ...•.. ...._.1....... ,.... 1...... ...� .__.1... �........ ,..1... _. ..,.... .. ,...... _.. .1. .1... .. 1 ...,. II:I Fble4 MgituGW11Wi.14'w "'1,,,,',»1+•" ,_ _ .»» _ . _ .......:.... : •,LYE, _ ...._. __ .... s:.: `.. , .. w .._..._ .................._.._.... .... ....__. _... __ _....... ..__....,�: -=s:W. .._ ,,. Ww..wwwww.., W».»... , wM� ,w.»_ w..._�..,w�...w.w.•.w.».». w. ..,_.. »w .....,,..v ». . »_. ..,..,, WIMYYItlrYMWIWYYUMWYYYWM UWUUMMY+ IWIU�WMYYYMYMIYYWYWNM1YYrww�w .ww,+rurrrw .� • ... 7• tl IIIIIY�Ylll linTaIVitycomnithar in um 1h owinunn4i1YYYUWWFY1wYi '+4LI11WI .:alzr r buss ubour nY1L'11 ow.rimU17:F 1' h2A7111 :d�1U711111UU.a ateut4U^ul 11 ....._J41YLN•1LMw.hI t w rn,gn rW11U__ ... _ _ .... -- —•« �,— ,_,_„_ „— — 1. �mm�.• nrrarrrnnorraamnmrYt ...-- .-- --.___W..... --• - ._._.� _ _. 1 h ltLil'Ja�� na lnullln�ii6iuiikv ;biuml�aa.�, ;:;;:.::.:;.,� = w :: . 2: 11. .7 nL • i� in4w. w...»... r.. w.. w» w. ww. w•. ww. wwww. www. rw. w.» wuw... w• w• w... www...:...« w. w..». w....+ w... w.. w�we, w..wo...ti »www...nwu..».w.w — 5a.ple: Lnanneis Acqulritl 02 M Ah i X: \MAXDATA \I ►ILMhV;JCLOSOI Currents: t WA DOE ; :ii LJ i;i 1 1-, 1.71 CO 0 ZO .., ..._...1.... I.._.• •- ins. n.: ww. n.... ...r_...._..._.........,._.,,,, .... Am W r.wnnrx�.x•x•. ,a — . t"5 .a. F11eilAi @I nJ0. OWAteri MAX 1 i.,J 14. 11" • • "It • • • • • , tsra .• – —i r4.• • 1 111 Sample: ,.!..1 Channel: Acquired: L-2E.P-- Method: X:'W,A:JA7A%W:LFJELK.1 Comments: WA DOE 7PH D • • ) • s 11 410ESSOMMOP.EMBelgere - LI C.11 E W D 1. Filename: Operator: ; „„ ....... . . 7 .!". i • '''''''' wrrroIrrnrrrewillon.rrerrreerrrrreerrrryrr ;,.;;;;;.:.;;;;;. ' '' .7 ; ' ;; I • ..... ..... ••••• " -- 'Fr 7 rair - FriEtriiiiiiTnrriimn:rn.anonnnninaminummuunifilirdronrainilarenrufRiTimoTatftiiiiiiirtrmetrirGrianarti.CriiirainiAr.11iirAtiliarraiklErfailirMiilil 4 : 44 iltillkailduhiguinainsiciiiiinumniumanuunsannunfaxsuauinhouluimnittainciwaxalumiusnunuuiminnalaintcumaufammungainaLunnivaimatinnuauu_upoo . saltp • , auu,so Autu lama 111 pig I mgrami lIla ••••• I i lijfi ottali c . ... :: —.." " ...••• ;„, --- 7.--- ---- -.17.1;110.••=t1M1111113/MMIU111:191/!!11119M5091141;1■11,11•11:nunsnurtnio , ...,...,......“••••■••”.••••••••••-••••.........., ;;;74:A;:;•;;;;:::•;;" . f tr4. •••• • .1 = II ) Tr, A griguramr.".. , I rtti=latli T .:4:4:::::Ett i ... n Tanin!! . .:1H:::::======.:.:•-s'“ • '' ..... ••• ...... ••••••••••••••••••••-•—•••• ...... P •••••••• 1 3144.1110.110191.,•••■•■ adspie: Acquirdi 3,1-sE2-)cv Mrii X:\MATA\WILmFUELONI Comments: WA DOE TPH C C;;) 11:1 • 1:y Cr) • • ea. so .1.11004. r I. D3E . A4 1.i ii I I gnaie i gWatffi h8X • • • .ce 0 0 U) UJ LL, u j cn — . Z ui '2 a : iO 0 co F-? .." • z :: :wr. r *rj7,77,77 !,; r r.M^ 74',.1 ^,!'rt,^ • • ...� r.w••..nw. u. r +....w....r...wrnw.....wnrwa..0 s...... u.. wwu.. wwu u.... nu.nrwnw_.w...u.ww...r...wsene wr.. ..aw ... ._. ........... ... .... t . .... .. t vtW ?48a4,40 orucl'icv !IMruMMTO ;1 ' `+ ei 15 0 1:5 I 61 i i tO I.ri tw,. .rni ,t 0 t' i 0 Hdl ma um Y. i 1 3 J , wi m U I V uulTu : TanPII'1 • 0000 w .u.,.. r . �'' tIawfra3 ►Roainb211 ir+g nl,.�t L. ;ITl1 /PQ Y t o 4t Saaple: AMINE WIJ_h Acquirldl 01 -SEP -9 7:53 InJ Voli 1.00 _ 8.70 = 12.51 —^- -- — 13.00 t t 21.37 Y 21.68 25.75 . - 26.45 4,_ 28.05 _ 29. j6 I • Channel: WILMA M @gyp ®dl X: \MAXDATA \WILMA\FUEL0901 /" NORMAL ALKANE STANDARD C7 -C34 Fileflal @I r9018w03 apirateF? MAX • € 10 u o 1 #. i. Alkane 0 cn 0 � p.- 0 0 c) 0 0 4 _._.....____,wnvm.,,..._ _ _.. __ _ ... *... ........rwo ..,....,....,. v . — 4.00 — c - L.- _ ._ _......... _..._......�._ ..�."" 5.03 t ..,........ .,....,...,.,.... ...,w.._....,.....,...,..,..... ,.. ,.,.,.....,.,...,...,._..,,..,. — 15.48 J 3.74 98 Z ce W ' J U 00 � tnO� —7.51 ' WW W _ 9.86 —c I L ai 0 _ 11.95 N ? : = d 13.80 H _' z 0 Z I-- _ 17.00 19.72 —C zH 22.16 — 24.66 ,. — 26.17 ~c 34 MO I admpir: ►.Ildnuri: •.__..t. Acquir;di J LI55 Methidi ,rlfl,.Ni,171,�,i��;/,.I V _V l•: ,,..., Conents: :CE • �r �w`u7u:. •• . I I f;,i` sac .." I. iifllf,Bel ._.r._ p Ff a ar i lAx ..4, 117'1 yl_i lnni 1 :: ! .. . 1 .. .. . I 4wn1:: 4... • . • :1•a• n.n .r••.n•n.n._rr ,. nm. nrn. r...., n•,.•,•.. r.. w.,............nn nnmmr•• Inr. o... 0. wn• n" .wMr•r...,narr.•rnr.r•mynn.n•nr . +:nn,.,,, ml••..,,,,n,.,,,, •••- I I'•Ip.n- -•- iii - •- 1111 -•• I II I.Iw bEoitiknnUillall,. rnnp rn,."a hla, lynnrr ..a,:n•. »..,m.n,nn,.nn.nr:,nr.. 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O .. = V' Z I -- o W WI . . r t e f i F— V �. 0, O . r Admp1B: LIIdIIII nA6.10 X12 SE, -9f :/c MA I,ItI l {. �p•�• Acquired) •.� ��� ,�'��•,� MAW' �: \IIhYDATA,�,,..M:,, Copmentli WA DOE iP D • jera J:k erl I:CI ....1 it; ' 1 1 .. ._...a. ._...1 .... ......... ... , . ..� .. ..�.._..... �. ..�... , 1 t INrvw ... . . .............. ..........._... .... — ..... .. ..... ..........— ............... —.... ............................_.._......... ........— .....................� n L.— I II r � B1 .....x...�xR..rwx.x. �xW ....�..xx......,...x....xx,.. ........w x.xx....�x..xx...� ...........x...xx..x. — i 111 iL . 11111111111111111111111. r T • E , P11Yn.Ui AJVAOY1 v @Wit8F; MAX CONTINUING CALIBRATION! �, r ilkvr.5sii::eti:.'sa + un+tu PROJECT INFORMATION Project Manager: vt. Mtif fit-. ANALYSIS REQUEST Project Name: ger kpv trI, (; v, PETROLEUM -,, HYDROCARBONS ORGANIC COMPOUNDS PESTS/PCBs METALS ACHING TESTS OTHER i Project Number. t , ctf. .- (WTPH -HCI -4- I _' 1 t IWTPH -418.1 _ 18015M Fuel Hydrocarbon I TPH Special Instructions 18010 Halogenated VOCs 18020 Aromatic VOCs 18020M - BETX only 18240 GC /MS Volatiles 18270 GC /MS Semivolatiles I 18310 PAHs 8040 Phenols I DWS - Volatiles and Semivolatiles 8080 OC Pest/PCBs ( 8080M PCBs only I 8140 OP Pesticides 8150 OC Herbicides DWS - Herb /Pest I Selected Metals: list Organic Lead (Ca) I TCL Metals (23) Priority Poll. Metals (13) DWS - Metals MFSP - Metals (Wa) TCLP - Volatiles (ZHE) [ TCLP - Semivolatiles TCLP - Pesticides [ TCLP - Metals I NUMBER OF CONTAINERS Site Location: S- UJ1ix, Samples By: c i DISPOSAL INFORMATION ('Cab Disposal (return if not indicated) ° Disposal Method: Disposed by: Disposal Date: QC INFORMATION (check one) •SW -846 • CLP • Screening 1KGI Std. • Special SAMPLE ID DATE TIME MATRIX LAB ID M W s it/ =V1' \ oc tr I .- >‹, , A �- ' q : S wu — u- 2 --A 7< ) 3 P V 3 Tf -24-:.at- \14,,,,,-- ? i lqi, /1yr5 Vrt AMT :c4- W v-- c 7 t-17`1 M\l t ` /n1 ; :2..Z-- v 6 M V 1, 1 4l f _ ° ��3g . ` ` 6 l Y q -)< 3 LAB INFORMATION SAMPLE RECEIPT RELINQUISH • :Y: 1. RELINQUISHED BY: 2. RELINQUISHED BY: 3. . Lab Name: Total Number of Containers: ?Ere: Time: Signature: Time: Signature: Time: Lab Address: w-- p A- Chain -of- Custody Seals: Y /N /NA ted Nam es^^ y , t7 "- i1 j 1 "/Ti f FP Name: Date: Printed Name: Date: Intact ?: Y /N /NA Compan : e r Company: Company: Via: Received in Good Condition /Cold: Turn Around Time: KStandard • 24 hr. • 48 hr. • 72 hr. • 1 wk. RECEIVED BY: 1. RECEIVED BY: 2. RECEIVED BY: 3. PRIOR AUTHORIZATION IS REQUIRED FOR RUSH DATA Signal Time: Signature: Time: Signature: Time: — k t, V0 ; `ham Special Instructions: 41.4 �`� °` S lids, .� , 1 t ° Y 1i IA l0 pt / 2-- a y Prinj9' Name: Date: fir- F srth Printed Name: Date: Printed Name: ate: P j 1 L fY°' Company: (_ v` Company Company: ,� t ern r1CCIr=c• flcllc.nla• MIA Agq_re121 0.in Harhnr l9f1R1 R51 - DISTRIBUTION: White. Canary to Analytical Laboratory: Pink to AGI Protect Files; Gold to AGI Disposal) es AG " TECHNOLOGIES Portland: (503) 232 -1800 r Date Ve NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 ._ i . ._ _ f Cl IN 'O.F- tom.- .3TODY Page of f fld•chaincus. pm5- Rev.1196 Samp. # .DATE: O� (9 TIME: 0 INITIALS: M Shipping: Type: COC Seals: jatactl Packing Material: Ier Ship. Cont. Y N Styrofoam Box On Bottles Y N i- - Bags Other line t. /Foam Vial Packs Other Refrigerants en? Received Via: I---'6e1 Ice Pack N and Delivery Loose Ice Y N Federal Express Other Y N Airborne None Other. Bottle # Condition of Samples: Containers: Intact? (Bottle/Lid) Correct Type? llLitiChem Analytical Serv►.,es SAMPLE LOGIN CHECKLIST N N Sample Information: ACCESSION NO. 6" CLIENT: A I PROJECT: eedk_ey Th -72t Type Soil VOAs o headspace Y N N Soil Water VOAs 0 headspace N N Water Preserved? N Product Trip blanks? Y N Other Waters Preserved? 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N / (if Y see other side) ACCESSION # • •.•••• -: • •,••• ,. • •• • • • - , Cultural Resources Monitoring Plan for the Becker Trucking Site Seattle, Washington Prepared for AGI Technologies 11811 N.E. 1 s Street, Suite 201 Bellevue, WA 98005 August 5, 1999 AUG 1 7 1999 COMMui'.!ITY DEVEL PMENT NORTHWEST ARCHAEOLOGICAL ASSOCIATES, INC. 54161/2 20th Avenue NW Seattle, Washington 98107 CULTURAL RESOURCES MONITORING PLAN FOR THE BECKER TRUCKING SITE At the request of the AGI Technologies, Northwest Archaeological Associates, Inc. (NWAA) completed this Monitoring Plan to provide a coordinated program to avoid or mitigate adverse effects to significant historic properties that may result from the proposed excavation of petroleum - contaminated soil on property of Becker Trucking, Inc. A State Environmental Policy Act (SEPA) checklist was submitted for the Becker Trucking remediation project (the project). Through the SEPA review process, a mitigated determination of non - significance (MDNS) was received for the project. The mitigating conditions of the MDNS included the following: • Prepare an archaeological response plan which is approved by the State Archaeologist. • Monitor all excavations, except for excavation of the infiltration trenches which do not encroach into native soil. • Notify the City of Tukwila Department of Community Development (Tukwila) as soon as possible should archaeological resources be found. • The construction superintendent shall be briefed on archaeological mitigation measures and shall stop work as instructed by the archaeologist, as needed to preserve the cultural resources. The project is subject to applicable Local, State, and Federal laws and regulations. For the protection of heritage resources on both public and private lands, foremost among these is the National Historic Preservation Act (NHPA) of 1966 (as amended 1992, 1999). The NHPA requires consideration of the effects of undertakings on cultural resources, including archaeological sites, historic structures, and traditional cultural properties. Section 106 of the NHPA establishes a process for identification of historic pro^ 'sties (significant cultural resources), assessment of project effects on historic properties, and review of NHPA compliance by State Historic Preservation Officers (SHPOs). This report is organized into three sections: project description, potential for discovery, and monitoring and discovery procedures. PROJECT DESCRIPTION The Becker Trucking Facility is located approximately 600 ft west of the Duwamish River in the SEA SW /a Section 10, T. 23 N., R. 4 E., Willamette Meridian at 12677 East Marginal Way South, Seattle (Figure 1). The site is a truck maintenance, fueling, and dispatch facility located on re- graded ground that slopes downward slightly from east to west. Several trailers, a service bay area, loading dock, and office are the only above ground structures on the property, most of which is covered with asphalt. Two underground storage tanks containing diesel fuel and unleaded gasoline are near the east entrance of the site. The tanks were installed in 1975 or 1976 during initial site development. In the summer of 1998, AGI Technologies collected samples to assess the nature and extent of petroleum hydrocarbon contamination of the site. Analyses of the samples showed contamination of soils and ground water from gasoline, diesel and oil -range petroleum hydrocarbons, BTEX (benzene, toluene, ethylbenzene, xylenes) as well as lead. Approximately 1,100 cubic yards of petroleum- contaminated soil from an area measuring about 40 ft by 75 and extending to an average depth of 10 ft is contaminated and will be removed (Figure 2). Northwest Archaeological Associates, Inc. 1 August 5, 1999 Figure 1. Project area (USGS Burien, WA, 7.5'x15' Quad., 1983, metric). 2 z 1 1— z • w O 0 • w W I SQLL w 0 7:3 u_ co ci w z 1-0 z 1- w w Q 0 0 • O I— W w 0 111 - ▪ I 0 z LJ L 0 ODw Scale in F••t .O LOUR �( „iTal MONITORING NELL AND NURSER (RELATNE.RUIFACEELEVATION) (I �) SEWN MARK (REFERENCE EIEVATION) O D1 Sf OR IA WATER ORAN CATCH USN CA NATER=E'ARATUR APPRCOMATE STREAM FLAW DIRECTION CUP OPEUNG I411CH CMP OUTFAtL CUP OPENNO SMEAR SMEAR ROW CONCRETE REIEXTION POND ¢ACATM MEATH TAMER/ AwnooO LAIR Os6SICOM IFTWOE.20FT LwA OFT DEEP s 0 W HOUSE STORM WATER ORA N 0 MW) 114.01 CATCH SAW FENCE MOO LOCATION -MOOED mWIElE tNINO N PROPOSED LOCATION OF°ROOMMAT9! NRLTRATIONI RECOVERY TRENCH PROPOSED MCP/ATM LASTS SOLAR INTH SMELT ROW NI MIL PROPERTY I —MP OPENING norm/woruwaiuzo 1 OR OLT FENCE VISO EEN CATCH BASKS BOEYWItx (n'P.) ORASI AREA Cfwa PROPOEfDtrICATIONOF GROUNDWATER TREATMENT RIYEIEY LAOIS CATHOLIC PIIOTEGTIOI SYSTEM SURROUNDS UNSAID CONCRETE HODCOIM1 PAD MONT010OME L TO IIIMND01® ML7tATIDM MOWN n PT'I) Figure 2. Engineering plan showing proposed remediation (from AGI Technologies). NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CO 4 The potential for encountering historic properties within the project area requires an understanding of past environments and the prehistoric and historic use of the region. Environmental conditions such as fluvial deposition, tectonic activity, and recent human impacts such as logging and construction have all affected the condition and visibility of sites on river terraces. Information on previous studies and previously recorded resources was obtained through records searches undertaken at the Washington Office of Archaeology and Historic Preservation (OAHP) archives in Olympia. General Land Office (GLO) maps, other historic maps, and local histories were also consulted for information on historic structures and features in the project vicinity. Results of the background research on natural and cultural environments and a site visit are summarized below. Becker Trucking Facility Monitoring Plan Geology POTENTIAL FOR DISCOVERY The project property is located within the Puget Sound lowlands which were shaped almost entirely by late Pleistocene glacial events and modified by subsequent Holocene fluvial processes (Mullineaux 1970). The last advance of glacial ice into the region occurred during the Vashon Glaciation approximately 17,000 years B.P. (Before Present) (Porter and Swanson 1998). The retreating glaciers left a long trough -like embayment in the Duwamish /Green River valley known as Duwamish Bay, which extended south of the Kent area. Approximately 5700 years ago an eruption on Mt. Rainier melted glacier fields and snow causing the massive Osceola mudflow, which filled in the southern half of Duwamish Bay and caused drastic changes to the regional drainage system (Dragovich et al 1994). The mudflow created the Enumclaw Plateau and finally came to rest 4.3 miles north of present day Auburn. The flow causd the White River to shift course and flow into the Green. The combined rivers continued to carry sediment from the mudflow, creating a delta which eventually filled in the lower valley from Auburn to the Duwamish Delta (Mullineaux 1965, 1970). Using Dagovich's (1994) progradation rates for the lower Duwamish /Green and Puyallup River Valleys as a model, archaeologists working at the Allentown site (due east of the project property on the right bank of the Duwamish River) estimate that the river mouth would have reached the Allentown vicinity by 1600 B.P. (Larson et al. 1996). River courses in the valley have continued to change over time. As recently as the last several hundred years the Green River shifted course from the east to the west side of the valley (Mullineaux 1965). Other factors including, increased Holocene sea level, uplift related to earthquake along the Seattle Fault 1000 years ago, and additional mudflows from Mt. Rainier have affected the depositional setting of the project area vicinity. Historic changes, such as river diversions and straightening, and dam construction, have significantly affected the Duwamish /Green River system. Prior to 1906, the White River periodically changed course due to floods and blockages, flowing north into the Green River or flowing west into the Stuck River. After the flood of November 1906, the White River was permanately diverted into the Stuck River (Mullineaux 1965). In 1912 the Cedar River was cut off from the Black River and its course was restricted to Lake Washington. Flooding remained a problem in the valley until the completion of Howard Hansen Dam in 1962. Northwest Archaeological Associates, Inc. August 5, 1999 may. n..m.. y 'r* 4 z • w re 6 00 CO 0 U) w 2 cn 2 E W z = 1- 0 w ~ U � O P- ct w W L I o ..z w U= 0 z Becker Trucking Facility Monitoring Plan Prehistory 5 Initial human habitation of the region could have occurred any time after the Vashon glaciation ended over 10,000 years ago. Archaeological excavations within the Northwest Coast region have recorded a cultural history extending to at least 8,000 years B.P. The earliest inhabitants of the region were mobile hunters in pursuit of large game, although smaller game, plants, and fish also may have been exploited. Early sites, thought to date to before 5,000 years B.P., are commonly found on Pleistocene Iandforms, similar to the Becker Trucking Facilty Site property, overlooking river valleys or the sea. Regionally these sites are referred to as "Olcott" after the type site in Snohomish County (Kidd 1964). For example, archaeological site 45 -KI -267, with a tool assemblage identified as Olcott, was recorded on Surge Tank Hill near the Green and Black River confluence southeast of the project during construction of the Renton Effluent Transfer System Pipeline (Kennedy 1985). Olcott lithic assemblages consist of opportunistic tools derived from local cobbles and include large lanceolate and stemmed projectile points, scrapers, flaked cobbles, and debitage. Features, faunal remains, and datable charcoal or other organic material have not been found at these sites. Archaeological sites from the later period, 5,000 B. P. to European contact ( -150 years B.P.), consist of three primary types: residential base camps, temporary camps and locations. Residential base camps are often recognized as large shell middens located near the current shoreline and fresh water resources (e.g. rivers, creeks, and springs). Artifact assemblages often include projectile points, scrapers, bifaces, groundstone, bone tools, and ornamental objects. Temporary camps may be found near the shore or inland and represent the exploitation of specific plant and animal resources by small groups from the residential base camp. Examples of temporary camp site assemblages are hunting sites represented by projectile points and scraping tools or plant processing sites represented by earth ovens. Locations refer to specific use sites such as quarries, peeled cedars, or rock features. Archaeologists have found evidence of Native American settlements in the Seattle vicinity dating to the last 4000 years. Excavations at West Point (Larson and Lewarch 1995), on the Duwamish River at Terminal 107 (Campbell 1981) and near Allentown (Lewarch et al. 1993) and along the Black River (Chatters 1979; Chatters et al. 1990) have yielded important information about prehistoric life in the Puget Sound area. Ethnography /Ethnohistory The Becker Trucking Facilty Site is located within the historic territory of the Duwamish Indians, the native people living on the Green /Duwamish River and Lake Washington. The Duwamish were closely related culturally and linguistically to the neighboring Puyallup, Nisqually, Snoqualmie, Suquamish, Sammamish, and Muckleshoot. Smith (1940) divided the Green River into four section, each of which was named and included one or more separate villages. Nearly a dozen villages are known between the mouth of the Duwamish and the vicinity of Kent (Waterman n.d.; Smith 1940:15). Villages have been identified near the project at the confluence of the Cedar and Black Rivers, along the Black River and at its confluence with the Green. The location of the project also derives importance from its prominence in Duwamish mythology. In the legend of a battle between North Wind and South Wind, the hill between the project and Northwest Archaeological Associates, Inc. August 5, 1999 r.� History Becker Trucking Facility Monitoring Plan 6 the river is known as Sq!tlPats, or dirtyface. This is the hill where the grandmother of South Wind lived after her people were driven away and she became poor and her face dirty, like the mottled cliffs above the river (Waterman n.d.). Euroamerican settlement which began with Fort Nisqually, increased locally in the 1840s and 1850s with settler land claims pressuring the Native Americans from traditional villages and hunting, fishing and gathering areas. In 1845 the first claim was filed on Elliott Bay and by 1851 several homesteads had been taken on the Duwamish River. By 1853 claims had been filed along the White, Black, and Green Rivers. During the first years of settlement, relationships between white and native were cordial. Efforts by the federal government to end Native American claims to the land and open the region to settlement prompted the Point Elliott Treaty in 1855. Sealth (Seattle) was designated chief and signatory at Point Elliott for the Suquamish and for people from the White /Duwamish River drainage, including all those from the Duwamish River, the Black and Cedar Rivers, the Lake Washington groups, and the upper portions of the White and Green Rivers. Under terms of the treaty, the Duwamish /White River drainage people and the Suquamish were to settle near Port Madison. Plans were to eventually move all Indians west of the Cascades on to the Tulalip Reservation. In 1855 -56 there was a regional Indian uprising throughout Washington Territory in reaction to newly signed treaties. In the Puget Sound area individual settlers were attacked, killed and burned out and settlements besieged. Reportedly, in 1857 no settler's dwelling was left standing in King County outside of Seattle and Alki Point. The formation of a separate reservation between the White and Green rivers on the Muckleshoot Prairie was recommended in 1856 and in 1857 the Muckleshoot Reservation was established. Among those most discontented by the treaties were the upper Duwamish, who were asked to go to a temporary reservation with the Suquamish and then ultimately, to the general reservation with the Tulalip at the mouth of the Snohomish river. Many refused to move to any reservation, especially people on the upper Duwamish and Black rivers. Enough unaffiliated Duwamish remained to form a tribal government in 1925 and to seek recognition through the courts for tribal status. Decisions to date have been against the group. Today a nonprofit organization has been established to continue to seek acknowledgment and fishing rights, to encourage tribal culture, and to promote other projects. Fur trading expeditions of the British first brought frontiersmen and traders through the Duwamish /Green River valley as the Hudson Bay Company (NBC) expanded its network of posts in the Columbia region. Permanent settlement did not begin until the 1850s. A party which included John Low and David Denny, arrived from Oregon in 1851 and explored the Duwamish and Black River valleys with Indian guides. Their goal was to establish a townsite, and ultimately they chose a location on the Sound which they called Alki (Bagley 1916:17). The act under which all early Puget Sound pioneers claimed their land was the Donation Land Law of 1850. The Organic Act which had created Oregon Territory in 1848 had nullified all provisional land laws, so in 1850 Congress passed a measure which provided very generous land grants to current residents. Under the provisions of the law, every male settler over the age of 18 . who had occupied and cultivated land for four years before 1850 could claim 320 Northwest Archaeological Associates, Inc. August 5, 1999 �; «; n t }fDa y,. t lfi S fZ? ik. " ": r, -J Becker Trucking Facility Monitoring Plan 7 acres and their wives an equal amount. Those who had settled after December, 1850, but before December, 1853, could claim 160 acres each. The Act was later extended to settlers arriving as late as 1855 (Johansen 1957:231). When Washington Territory was broken off from Oregon in 1853, the Donation Land law was also applied to the new territory (Johansen 1957:249). By the beginning of 1853, as many as 17 individuals or families had settled on Donation Claims, primarily lining Elliott Bay and then extending up the Duwamish Valley (Bagley 1916). During this era, a Donation Claim was filed by a settler named C.C. Lewis and his wife Polly on 324 acres of land which included the project area. Lewis and other settlers were farmers who sold surplus crops and products in Seattle for cash. Lewis filed a claim of $993 for loss of his first cabin after the Indian Wars of 1855 -56 (Bagley 1929). He must have re -built by the time the first ferry across the Duwamish was established on his land by construction of the Steilacoom Military road between Seattle and Steilacoom from 1855 to 1860. The General Land Office (GLO) map of 1862 shows the Lewis house on the left bank of the Duwamish, due east of the project area. Transportation gradually improved through the last half of the nineteenth century as river steamers and ferrys gave way to puncheon roads and they in turn gave way to railroads and highways. The Interurban, or Puget Sound Electric Railroad Company completed its line to Tacoma in 1909 passing along the left bank of the Duwamish east of the project area. The Duwamish - Riverton- Allentown vicinity was home to truck farms and small businesses like nurseries and a shingle mill. A quarry was located to the north of the project area. Industrial development of the valley was limited into the 1940s except for agricultural processesors or small industries dependent on local raw materials. Control of Duwamish -Green River flooding by construction of Howard Hanson Dam and the construction of the interstate highway in the 1960s made the industrial development of the last several decades possible (Dalan et al. 1981). The first underground storage tanks on the Becker Trucking property were installed in the mid - 1970s as part of this development. Archaeology Archaeological investigations in the lower Green River basin have been relatively extensive since the 1960s and exclusively related to construction projects. Surveys to identify cultural resources have been conducted for commercial development projects, road improvements, flood control, and public utilities projects. Files at the OAHP were consulted to determine the cultural properties recorded and archaeological investigations conducted within a 3 -mile radius of the project property (Table 1). Sites 45- KI -51, 45- KI -59, 45 -KI -431, and 45 -KI -438 along with 45 -KI -23 near the mouth of the Duwamish are among the few excavated and fully reported sites in southern Puget Sound. Site 45 -KI -51 was excavated in 1980 by the now defunct Office of Public Archaeology (OPA) of the University of Washington and found to contain artifacts and features from two separate historic villages (Chatters 1981a). The first was occupied between AD 1790 and AD 1825 and the other between AD 1850 and AD 1856. Northwest Archaeological Associates, Inc. August 5, 1999 Becker Trucking Facility Monitoring Plan Site 45 -KI -59 was also excavated in 1980 by OPA prior to development of an industrial and business park (Chatters et al. 1990). Numerous features, bone and stone tools, and faunal and botanical remains were recovered. At least two longhouses, reconstructed four times between AD 200 and AD 400 were identified. Salmon was the main subsistence focus, but large numbers of other freshwater and saltwater fish were consumed. These along with migratory birds, small and large mammals, seeds from berries and fibers and parts of other plants show the use of resources from a variety habitats (Chatters et al. 1990; Butler 1990). Table 1. Cultural Properties within Three Miles of the Project Property. SITE LOCATION DESCRIPTION REPORTED BY 45 -KI -6 Green River 45 -KI -51 45 -K1 -59 45 -KI -267 45 -KI -431 45- KI -438/A 45 -KI -439 Black River Black River Black and Green River Confluence Due east of the project area on the right bank of the Duwamish River Black and Green River Confluence Black River Northwest Archaeological Associates, Inc. Dalan et al. 1981 Shell midden, destroyed by freeway construction Sbabadid, village and fishing Chatters 1981 camp, data recoverey excavations, AD 1790 -1856 Tualdad Altu, possible Chatters 1990 longhouse location, data recovery excavations, AD 200 to 400. Swa'watixted is important in Kennedy 1985 Duwamish mythology and is a sensitive cultural location. Olcott/Cascade site on Surge Protection Hill. The Allentown Site, fishing camp, data recovery excavations, 550 BP to AD 1900. White Lake site, data recovery, 487 BP to early historic Renton Sears -Fred Meyer Store, Lewarch 1994 low density midden deposits and features Lewarch et al. 1996 Lewarch et al. 1996 8 Site 45 -KI -23 was excavated in 1979 by the University of Washington (Campbell 1981) and again in 1985 prior to construction of the Renton effluent system (Lewarch and Miss 1986). The site is a shell midden on the west bank of the Duwamish 3.75 km (2.3 mi) upstream from Elliott Bay. The complexly stratified site was used as a central base camp beginning about a thousand years ago. Features and botanical and faunal remains suggest temporary structures and processing facilities were built while fish, shellfish and other resources were collected, consumed, and prepared for storage. Prehistoric use of the area appears to have ended by about AD 1775. Site 45 -KI -431 was excavated within the right -of -way of the King County Department of Natural Resources Water Pollution Control Division Allentown pipeline in 1994 and 1995 (Lewarch et al. 1996). The site is located on the right bank of the Duwamish east of the project area. Four components were identified ranging in age from AD 1400 and continuing through AD 1900. The site was used as a fishing camp throughout this time span. Salmon were caught with nets in the fall and processed for storage while steelhead and other fish were eaten fresh. Other August 5, 1999 Becker Trucking Facility Monitoring Plan activities included hunting for birds, elk, and deer, and processing berries and nuts for storage. The site was probably used seasonally for harvesting salmon as the fish runs arrived and also as a rest stop for people traveling between Puget Sound and villages farther upriver. The depositional context of the cultural material illustrates the site's position on the flood plain. Cultural material is generally redeposited in swales created by gradual point bar migration. Site 45 -KI -438 was also within the right -of -way of a King County Department of Natural Resources Water Pollution Control Division pipeline. Excavation was completed 1994 and included a shallow basin hearth feature used to process wapato from nearby White Lake. Low densities of fresh and salt water fish, marine shell, mammal and bird bone, and evidence of berries and nuts were also found and interpreted as representing food for immediate consumption rather than processed for winter storage. The site probably is part of the historic village of Sgoa'Igo where occupation appears to have begun about 500 years ago. Stratigraphy AGI advanced seven borings at depths ranging from 15 -20 ft below the ground surface (Tiffany and Ashcom 1999). These borings were completed as groundwater monitoring wells. Stratigraphy of the monitoring well borings showed alluvial sediments including silts, and fine to coarse grain sands. Monitoring well number one, located on the east margin of the project property, was the only well in which alluvial deposits were capped by gravel deposits which clearly represent imported fill. The position of the project area above the existing flood plain on the west flank of a sandstone bedrock outcrop at an elevation of about 55 ft asl suggests a depositional history differing from that of the nearby Allentown Site (45 -KI -431) at an estimated 19 ft asl. This position suggests sediments are more likely to be derived from post glacial outwash with a small terrace formed between the outcrop and the valley wall. A second possible explanation is that tectonic uplift followed by downcutting on the rest of the valley floor accounts for the terrace. The appearance of organic and woody material in five of the six test bores at about 10ft below the surface suggests either overlying layers represent fill, or there is a buried surface on the property that could be associated prehistoric cultural material. Summary: Potential of the Project to Encounter Cultural Resources The Becker Trucking Facility property has potential for all prehistoric site types: Olcott -like, residential site, temporary camp, or special purpose location. The potential for the discovery of prehistoric sites within the Becker Trucking Facility is considered high. MONITORING AND DISCOVERY PROCEDURES The project presents three primary issues: 1) identification and treatment of undiscovered historic properties; 2) treatment of human remains; 3) special conditions imposed by the contaminated sediments. State laws which apply to the project address archaeological sites and Native American concerns. The Archaeological Sites and Resources Act [ROW 27.53] prohibits knowingly excavating or disturbing prehistoric and historic archaeological sites on public or private land. The Indian Graves and Records Act [ROW 27.44] prohibits knowingly destroying American Indian historic or prehistoric graves. Inadvertent disturbance through construction or other activity requires re- interment under supervision of the appropriate Indian tribe. The text of both laws is included in Appendix A. Northwest Archaeological Associates, inc. August 5, 1999 1?hrS,waxi� 11,11 .Y'.vu.c::.t^+: .^:..n.H+.`:L:.�...._�»a �r �..__..._'..'_Y= �_'_::. �1 ^3:Igi}1`.a!�":r:"(" ✓: "r,: l,:At 9 Becker Trucking Facility Monitoring Plan 10 Because of the presence of petroleum contaminated soil at the site, a safety plan has been developed by AGI that stipulates accessibility to the site for personnel (Tiffany 1999). Three work zones are designated for the project: • Exclusion Zone - the area that contains or is suspected of containing contaminated soil and a 15 foot radius around each excavation and sampling location. • Contamination Reduction Zone - area established adjacent to the exclusion zone to act as a transition area for personnel and equipment decontamination. • Support Zone - uncontaminated area used as a staging area for clean equipment and for other support activities and facilities. The first two zones are open to personnel with the proper training and medical surveillance qualifications. The monitoring archaeologist will be restricted to the Support Zone. Any samples of objects or sediments collected at the request of the archaeologist by AGI personnel within the Exclusion Zone for later examination will require decontamination. Monitoring Procedures A process for identification, evaluation, and treatment of all historic properties which the project may encounter during construction is presented in the following sections. Excavation supervisors, equipment operators and other personnel will be briefed on cultural resource issues prior to conducting ground disturbing activities. The briefing will include information on the legal context of cultural resources protection and on the prehistoric, ethnographic, and historic cultural resources likely to be present in the construction area. The primary goal of the briefing will be to familiarize personnel with procedures to be followed in the event of a discovery of cultural material (see below) and to provide contact protocols and information to supervisors. One person, designated by AGI, with access to the Exclusion Zone will receive more intensive briefing and will serve as the laison between the monitoring archaeologist and the excavation area within the Exclusion Zone. This person will undertake closer inspection of suspected cultural remains at the direction of the monitoring archaeologist and, in turn, will inform the monitoring archaeologist if small -sized cultural constituents or other less obvious indicators of cultural activity are observed. AGI will make every effort to insure that the monitoring archaeologist will have a clear view of the excavation at all times. Discovery Procedures Procedures for treatment of cultural remains encountered during construction activities include: 1. Archaeological monitor will inspect all exposed surfaces and profiles within the excavation and the excavation spoils for evidence of prehistoric and historic cultural material. Northwest Archaeological Associates, Inc. CYx7L ",`Atrinux6Y4 August 5, 1999 ANt. Mfr. Becker Trucking Facility Monitoring Plan 2. Project supervisors will report any cultural resources, including isolated artifacts, encountered by their personnel to the archaeologist, who will ensure proper documentation and assessment of the finds. 3. All prehistoric and historic cultural material discovered will be recorded by a professional archaeologist using standard techniques including photographs and scale drawings. Site overviews, features, and artifacts will be photographed; stratigraphic profiles and soil /sediment descriptions will be prepared for subsurface exposures to the degree possible with limited access. 4. Newly discovered sites or components that appear to be significant will include resources with intact, stratified deposits or diagnostic artifacts or features that could provide chronological data in addition to information about prehistoric or historic activities. Where such sites or components are encountered during excavation activities, but additional project effects to the resource are not anticipated, work may continue while cultural resource documentation and assessment proceed. If continued excavation could cause additional impacts to such resources, project activities must be stopped in the vicinity of the discovery until archaeologists have documented the site, evaluated its significance, and assessed potential project effects on significant components of the site. 5. Newly discovered sites and structures will be reported by the archaeologist to the Office of Archaeology and Historic Preservation (OAHP). Preliminary assessments of significance will be developed by the archaeologist and will accompany draft site records supplied to the OAHP. Criteria for listing on the National Register of Historic Places (NRHP) will provide the standards for identification and evaluation of significance of cultural resources (36 CFR 60.4). 6. If significance of the newly discovered material cannot be ascertained from the Support Zone, even with the aid of personnel within the Exclusion Zone or if effects to significant cultural remains cannot be avoided, excavation will cease and a treatment plan will be developed and implemented in consultation with the OAHP with technical advice provided by AGI. An emergency state permit may be required for data recovery excavations that includes minimum standards and requires tribal consultation for prehistoric remains. The particular data recovery measures applied at any given property will depend on development of research questions and design of excavation strategies to acquire the data needed to answer those questions. Field notes, maps, plans, profiles, and photographs should document the process. The final report should follow formatting guidelines of the professional archaeological journal, American Antiquity, synthesize the data collected, and address the research questions posed. 7 If any construction activities expose human remains, either burials or isolated teeth or bones, or other mortuary items, excavation in the vicinity of the find will be stopped. The Project Manager will ensure that the King County Medical Examiner, local law enforcement, the OAHP, and the Muckleshoot, Duwamish and Suquamish Tribes are contacted. The Medical Examiner will first determine if the find is a crime scene, and if so, will take charge. If no crime is alleged, the Medical Examiner and a physical anthropologist or other qualified person shall make the determination of population Northwest Archaeological Associates, Inc. 1 August 5, 1999 z w 6 2 00 CO Ili J 1/3 w 2 g5 w ? w a I_ w z = ZI- 2o uj U 0 1- = w LL. w 0 �. p1 . 0 z Becker Trucking Facility Monitoring Plan 12 origin. If the remains are determined to be Native American, they will be covered and protected by a temporary barrier until a treatment plan is developed in consultation with the Tribes with technical advice from AGI for dealing with contamination. In no case will additional excavations be undertaken prior to consultation. Exposed human remains will not be left unattended, and 24 -hour security for the site will be arranged. If the remains are determined to be other than Native American, archaeologists will develop a .treatment plan that seeks to thoroughly document the remains, all associated cultural materials, and attempt to establish their archaeological context. All final cultural resource management reports resulting from discovery and treatment of cultural remains during excavation activities will be provided to the OAHP and, upon request, to other interested parties. Artifacts will be deposited with a facility approved by the OAHP. 10. At all times AGI will provide the best available information for dealing with the kinds of contamination present on the site. Northwest Archaeological Associates, Inc. August 5, 1999 z. A w: Jo. U0 w W= J � w o: g =1 D. = w : z �. 0: z i- D 0. co 10 0— H `. w w` — 0 ll.l Z • co Becker Trucking Facility Monitoring Plan 13 Phone Numbers City of Tukwila Dept. of Community Development King County Medical Examiner: Seattle Police Department: Office of Archaeology and Historic Preservation: Duwamish Tribe: Muckleshoot Tribe: Suquamish Tribe: AGI Technologies Project Manager /Safety Officer NW Archaeological Associates Project Manager Northwest Archaeological Associates, Inc. Vernon Umetsu, 206 431 -3684 206 731 -3232 206 625 -5011 Dr. Rob Whitlam, 360- 407 -0771 James Rasmussen, 425 226 -5185 Walter Pacheco, 253 939 -3311 Charles Sigo, 360 598 -3311, ext 207 Bruce Tiffany, 425 453 -8383 Christian J. Miss, 206 781 -1909 August 5, 1999 Becker Trucking Facility Monitoring Plan References Cited Bagley, Clarence 1916 History of Seattle, Vol. 1. S.J. Clarke Publishing, Chicago. 1929 History of King County, Vols. 1 -3. S.J. Clarke Publishing, Chicago. z w re 2 6 U O cn w Butler, Virginia L. . -J F- 1 990 Fish Remains from the Black River Sites (45KI59 and 45K159 -D). Archaeology in u _ Washington 11:49 -66. g Campbell, Sarah K. u 1981 Archaeological Research at a Lower Puget Sound Shell Midden, the Duwamish = a -1 No.1 Site. Office of Public Archaeology Research Report No. 1, Institute for F _. j Environmental Studies, University of Washington, Seattle Z o • z�- Chatters, James C. 1981 Archaeology of the Sbabadid Site, 45K151, King County, Washington. Office of n o . Public Archaeology, Institute for Environmental Studies, University of Washington, • �. Seattle. ° ~ w - U C hatters, James C., David E. Rhode and Karin A. Hoover o 1990 Tualdad Altu (45KI59): A Prehistoric Riverine Village in Southern Puget Sound. — z Archaeology in Washington 11:23 -48. 0 ( . Dalan, Rinita, Sandra Hunt, and Steve Wilke z 1981 Cultural Resource Overview and Reconnaisance: Green River Flood Damage Reduction Study. Report prepared for GeoRecon International for the U.S. Army Corps of Engineers, Seattle District, Contract No. DACW67 -81 -C -0150. Bucknam, R. C., E. Hemphill - Haley, and E.B. Leopold 1992 Abrupt Uplift within the Past 1700 Years at Southern Puget Sound, Washington. Science 258:1611 -1614. Dragovich, Joe D., Patrick T. Pringle, and Timothy J. Walsh 1994 Extent and Geometry of the Mid - Holocene Osceola Mudflow in the Puget Lowland: Implications for Holocene Sedimentation and Paleogeography. Washington Geology 22(3):3 -26. Easterbrook, D. J. 1963 Late Pleistocene Glacial Events and Relative Sea -Land Level Changes in the Northern Puget Lowland, Washington. Geological Society of American Bulletin 74:1465 -1484. Johansen, Dorothy 1979 Empire of the Columbia. Harper and Row, New York. Kennedy, Hal K. 1985 The METRO Renton Effluent Transfer System Construction Contract Report, Areas 3A and 3B. Letter report from BOAS, Inc., March 22, 1985. On file Washington State Office of Archaeology and Historic Preservation, Olympia, WA. Northwest Archaeological Associates, Inc. 14 August 5, 1999 iiwftiia'v.!`. ..J Becker Trucking Facility Monitoring Plan Kidd, R. S. 1964 A Synthesis of Western Washington Prehistory for the Perspective of Three Occupation Sites. M.A. Thesis, University of Washington, Seattle, WA. Kirk, Ruth and Carmela Alexander 1990 Exploring Washington's Past. University of Washington Press, Seattle and London. Lane, Barbara 1974 Identity, Treaty Status and Fisheries of the Suquamish Tribe of the Port Madison Reservation. Report Prepared for the U.S. Department of the Interior and the Suquamish Tribe. Suzzallo Library, University of Washington, Seattle. Larson, Lynn L. (editor) 1996 King County Depratment of Natural Resources Water Pollution Control Division, Alki Transfer /CSO Project, Allentown Site (45K1431) and White Lake Site (45KI438 and 45KI438A). Report prepared by Larson Anthropological /Archaeological Services, Seattle Submitted to HDR Engineering, Inc. Bellevue, WA. Larson, Lynn L. and Dennis E. Lewarch (editors) 1995 The Archaeology of West Point, Seattle, Washington: 4,000 Years of Hunter- Fisher- Gatherer Land Use in Southern Puget Sound. Report prepared by Larson Anthropological /Archaeological Services, Seattle. Submitted to the King County Department of Metropolitan Services, Seattle. Lewarch, D.L. and C.J. Miss (editors) 1986 The Duwamish No. 1 Site, 1986 Data Recovery. Report prepared for Municipality of Metropolitan Seattle. On file OAHP. Lewarch, Dennis E., Lynn L. Larson, Jeffrey Robbins, and Paul S. Solimano 1993 METRO Alki Transfer /CSO Project, Allentown Site (45K1431) Survey and Evaluation. Report prepared by Larson Anthropological /Archaeological Services, Seattle Submitted to HDR Engineering, Inc. Bellevue, WA. Lewarch, Dennis L., Lynn L. Larson, and Eric W. Bangs 1995 Summary and Conclusions. In The Archaeology of West Point, Seattle, Washington: 4,000 Years of Hunter- Fisher - Gatherer Land Use in Southern Puget Sound, pp14.1- 14.86, L.L. Larson and D.E. Lewarch, editors. Larson Anthropological /Archaeological Services, Seattle. Submitted to the King County Department of Metropolitan Services, Seattle. Mullineaux, Donal R. 1970 Geology of the Renton, Auburn and Black Diamond Quadrangles, Washington. U.S. Geological Service Professional Paper No. 672. Mullineaux, D.R., H.H. Waldron, and M. Rubin 1965 Stratigraphy and Chronology of Late Interglacial and Early Vashon Glacial Time in the Seattle Area, Washington. Geological Survey Bulletin 1194 -0. Northwest Archaeological Associates, Inc. INSOSSIANEstenumgromess 15 August 5, 1999 Becker Trucking Facility Monitoring Plan Porter, S. C. and T.W. Swanson 1998 1998 Radiocarbon Age Constraints on Rates of Advance and Retreat of the Puget Lobe of the Cordilleran ice Sheet During the Last Glaciation. Quaternary Research 50 :205 -213. Ruby, Robert H. And John A. Brown 1986 A Guide to the Indian Tribes of the Pacific Northwest. University of Oklahoma Press, Norman and London. Smith, Marion 1940 The Puyallup - Nisqually. Columbia University Press, New York Snyder, Warren 1968 Southern Puget Sound Salish: Texts, Place Names and Dictionary. Sacramento Anthropological Society Paper No. 9. Sacramento, California. Tiffany, Bruce A. and Dave W. Ashcom 1999 Environmental Stie Assessment, Becker Trucking, Inc., Seattle, Washington. On file AGI Technologies, Bellevue, WA Waterman, T. T. n.d. Puget Sound Geography, c. 1920. Ms. on file at Special Collections and Microfilm Divisions of the University of Washington Libraries, Seattle. Northwest Archaeological Associates, Inc. 16 Tiffany, Bruce A. 1999 Project Health and Safety Plan, Becker Trucking, 12677 East Marginal Way South, Seattle Washington. On file AGI Technologies, Bellevue, WA August 5, 1999 z w: cy O O : co . cnw. w = +. em u-. , w O;. u_ ?. i c3 Z I— Cs: Z i-- w w: ;0 92 i • 3 w "1; Z wZ LLB ; z Becker Trucking Facility Monitoring Plan Appendix A: State Laws 17 Northwest Archaeological Associates, Inc. August 5, 1999 CHAPTER 27.44 RCW INDIAN GRAVES AND RECORDS Sections 27.44.020 Examination permitted -- Removal to archaeological repository. 7.44.030 Intent. 27.44,040 Protection of Indian graves -- Penalty. 27.44.050 Civil action by Indian tribe or member - -Time for commencing action -- Venue -- Damages -- Attorneys' fees. 27.44.900 Captions not law- -1989 c 44. 27.44,901 Liberal construction - -1989 c 44. RCW 27.44.020 Examination permitted -- Removal to archaeological repository. Any archaeologist or interested person may copy and examine such glyptic or painted records or examine the surface of any such cairn or grave, but no such record or archaeological material from any such cairn or grave may be removed unless the same shall be destined for reburial or perpetual preservation in a duly recognized archaeological repository and permission for scientific research and removal of specimens of such records and material has been granted by the state historic preservation officer. Whenever a request for permission to remove records or material is received, the state historic preservation officer shall notify the affected Indian tribe or tribes. [1985 c 64 § 1; 1977 ex.s. c 169 § 6; 1941 c 216 § 2; Rem. Supp. 1941 § 3207 -11.] NOTES: Severability-- Nomenclature -- Savings- -1977 ex.s. c 169: See notes following RCW 2813.10.016. RCW 27.44.030 Intent. The legislature hereby declares that: (1) Native Indian burial grounds and historic graves are acknowledged to be a finite, irreplaceable, and nonrenewable cultural resource, and are an intrinsic part of the cultural heritage of the people of Washington. The legislature recognizes the value and importance of respecting all graves, and the spiritual significance of such sites to the people of this state; (2) There have been reports and incidents of deliberate interference with native Indian and historic graves for profit- making motives; (3) There has been careless indifference in cases of accidental disturbance of sites, graves, and burial grounds; (4) Indian burial sites, cairns, glyptic markings, and historic graves located on public and private land are to be protected and it is therefore the legislature's intent to encourage voluntary reporting and respectful handling in cases of accidental disturbance and provide enhanced penalties for deliberate desecration. [1989 c 44 § 1.] RCW 27.44.040 Protection of Indian graves -- Penalty. 141,i fw',4, 1� *dt;9a ';3'!t ;If, . "hYiFv7i:r`rni,si4t?i �k+ }hfa"iC, �R. • krid 6 NOTES: 1975-'76 2nd ex.s. c 82 § 1; 1975 1st ex.s. c 134 § 2.] Scvcrability- -1986 c 266: See note following RCW 38.52.005. Scvcrability- -1977 ex.s. c 195: "If any provision of this 1977 amendatory act, or its application to any person or circumstance is held invalid, the remainder of the act, or the application of the provision to other persons or circumstances is not affected." [1977 ex.s. c 195 § 20.] RCW 27.53.030 Definitions. Unless the context clearly requires otherwise, the definitions contained in this section shall apply throughout this chapter. (1) "Archaeology" means systematic, scientific study of man's past through material remains. (2) "Archaeological object" means an object that comprises the physical evidence of an indigenous and subsequent culture including material remains of past human life including monuments, symbols, tools, facilities, and technological by- products. (3) "Archaeological site" means a geographic locality in Washington, including but not limited to, submerged and submersible lands and the bed of the sea within the state's jurisdiction, that contains archaeological objects. (4) "Department" means the department of community, trade, and economic development. (5) "Director" means the director of community, trade, and economic development or the director's designee. (6) "Historic" means peoples and cultures who are known through written documents in their own or other languages. As applied to underwater archaeological resources, the term historic shall include only those properties which are listed in or eligible for listing in the Washington State Register of Historic Places (RCW 27.34.220) or the National Register of Historic Places as defined in the National Historic Preservation Act of 1966 (Title 1, Sec. 101, Public Law 89 -665; 80 Stat. 915; 16 U.S.C. Sec. 470) as now or hereafter amended. (7) "Prehistoric" means peoples and cultures who are unknown through contemporaneous written documents in any language. (8) "Professional archaeologist" means a person who has met the educational. training, and experience requirements of the society of professional archaeologists. (9) "Qualified archaeologist" means a person who has had formal training and /or experience in archaeology over a period of at least three years, and has been certified in writing to be a qualified archaeologist by two professional archaeologists. (10) "Amateur society" means any organization composed primarily of persons who are not professional archaeologists, whose primary interest is in the archaeological resources of the state, and which has been certified in writing by two professional archaeologists. (11) "Historic archaeological resources" means those properties which are listed in or eligible for listing in the Washington State Register of Historic Places (RCW 27.34.220) or the National Register of Historic Places as defined in the National Historic Preservation Act of 1966 (Title 1, Sec. 101, Public Law 89 -665; 80 Stat. 915; 16 U.S.C. Sec. 470) as now or hereafter amended. [1995 c 399 § 16; 1989 c 44 § 6; 1988 c 124 § 2; 1986 c 266 § 17; 1983 c 91 § 20; 1977 ex.s. c 195 § 13; 1975 1st ex.s. c 134 §. (b) Actions taken in the performance of official law enforcement duties. (4) It shall be a complete defense in the prosecution under this section if the defendant can prove by a preponderance of evidence that the alleged acts were accidental or inadvertent and that reasonable efforts were made to preserve the remains, glyptic, or painted records, or artifacts accidentally disturbed or discovered, and that the accidental discovery or disturbance was properly reported. [1989 c 44 § 2:] (1) Any person who knowingly removes, mutilates, defaces, injures, or destroys any cairn or grave of any native Indian, or any glyptic or painted record of any tribe or peoples is guilty of a class C felony punishable under chapter 9A.20 RCW. Persons disturbing native Indian graves through inadvertence, including disturbance through construction, mining, logging, agricultural activity, or any other activity, shall reinter the human remains under the supervision of the appropriate Indian tribe. The expenses of reinterment are to be paid by the office of archaeology and historic preservation pursuant to RCW X7.34.220. (2) Any person who sells any native Indian artifacts or any human remains that are known to have been taken from an Indian cairn or grave, is guilty of a class C felony punishable under chapter 9A.20 RCW. (3) This section does not apply to: (a) The possession or sale of native Indian artifacts discovered in or taken from locations other than native Indian cairns or graves, or artifacts that were removed from cairns or graves as may be authorized by RCW V.53.060 or by other than human action; or RCW 27.44.050 Civil action by Indian tribe or member- -Time for commencing action -- Venue -- Damages -- Attorneys' fees. (1) Apart from any criminal prosecution, an Indian tribe or enrolled member thereof, shall have a civil action to secure an injunction, damages, or other appropriate relief against any person who is alleged to have violated RCW 27.44.040. The action must be brought within two years of the discovery of the violation by the plaintiff. The action may be filed in the superior or tribal court of the county in which the grave, cairn, remains, or artifacts are located, or in the superior court of the county within which the defendant resides. (2) Any conviction pursuant to RCW 27.44.040 shall be prima facia evidence in an action brought under this section. (3) If the plaintiff prevails: (a) The court may award reasonable attorneys' fees to the plaintiff; (b) The court may grant injunctive or such other equitable relief as is appropriate, including forfeiture of any artifacts or remains acquired or equipment used in the violation. The court shall order the disposition of any items forfeited as the court sees fit, including the reinterment of human remains; (c) The plaintiff shall recover imputed damages of five hundred dollars or actual damages, whichever is greater. Actual damages include special and general damages, which include damages for emotional distress; (d) The plaintiff may recover punitive damages upon proof that the violation was willful. Punitive damages may be recovered without proof of actual damages. All punitive damages shall be paid by the defendant to the . office of archaeology and historic preservation for the purposes of Indian historic preservation and to cover the cost of reinterment expenses by the office; and !. • _J (e) An award of imputed or punitive damages may be made only once for a particular violation by a particular person, but shall not preclude the award of such damages based on violations by other persons or on other violations. (4) If the defendant prevails, the court may award reasonable attorneys' fees to the defendant. [1989 c 44 § 3.] RCW 27.44.900 Captions not law- -1989 c 44. Section captions used in this act do not constitute any part of the law. [1989 c 44 § 10.] RCW 27.44.901 Liberal construction - -1989 c 44. This act is to be liberally construed to achieve the legislature's intent. [1989 c 44 § 11.] Sections 27.48.010 NOTES: CHAPTER 27.48 RCW PRESERVATION OF HISTORICAL MATERIALS Public purpose declared -- Powers of counties and municipalities. Preservation and destruction of public records, state archivist: Chapter 40.14 RCW. RCW 27.48.010 Public purpose declared -- Powers of counties and municipalities. The storage, preservation and exhibit of historical materials, including, but not restricted to, books, maps, writings, newspapers, ancient articles, and tools of handicraft, antiques, artifacts, and relics is declared to be a public project carried on for public purpose and the legislative body of any county, city or town, may provide quarters therefor within the territorial limits thereof and may provide funds necessary for the proper operation of any such institution already in operation, or otherwise provide for the preservation of historical material covered by this chapter. [1957 c 47 § 1; 1949 c 160 § 1; Rem. Supp. 1949 § 8265 -9.] 4 ter NOTES: Office of archaeology and historic preservation: RCW 27.34.200 through 27.34.240. CHAPTER .,,27.53 'RCW ARCHAEOLOGICAL SITES AND RESOURCES Fections 27.53.010 Declaration. 27.53.020 Archaeological resource preservation, etc., declared public functions -- Archaeological research center designated state agency -- Cooperation enjoined. 27.53,030 Definitions. 27.53.040 Archaeological resources -- Declaration. 27.53.045 Abandoned archaeological resources -- Declaration. 27.53.060 Disturbing, etc., archaeological resource or site without written permit or permission unlawful -- Conditions allowed -- Exceptions. 27,53.070 Field investigations -- Communication of site or resource location to research center. 27.53.080 Archaeological activities upon public lands -- Entry -- Agreement -- Approval of activities. 27.53.090 Violations -- Penalty. 27.53,100 Historic archaeological resources on state -owned aquatic lands -- Discovery and report - -Right of first refusal. 27.53.110 Contracts for discovery and salvage of state -owned historic archaeological resources. 27.53,120 Recovery of property from historic archaeological sites -- Mitigation of damage -- Refusal to issue salvage permit to prevent destruction of resource, 27.53.130 List of areas requiring permits. 27.53.140 Rule - making authority. 27,53,150 Proceeds from state's property -- Deposit and use. 27.53.900 Severability- -1975 1st ex.s. c 134. 27.53.901 Severability- -1988 c 124. RCW 27.53.010 Declaration. The legislature hereby declares that the public has an interest in the conservation, preservation, and protection of the state's archaeological resources, and the knowledge to be derived and gained from the scientific study of these resources. [1975 1st ex.s. c 134 § 1.] RCW 27.53.020 Archaeological resource preservation, etc., declared public functions -- Archaeological research center designated state agency -- Cooperation enjoined. The discovery, identification, excavation, and study of the state's archaeological resources, the providing of inforrnation on archaeological sites for their nomination to the state and national registers of historic places, the maintaining of a complete inventory of archaeological sites and collections, and the providing of inforrnation to state, federal, and private construction agencies regarding the possible impact of construction activities on the state's archaeological resources, are proper public functions; and the Washington archaeological research center, created under the authority of chapter 39.34 RCW as now existing or hereafter amended, is hereby designated as an appropriate agency to carry out these functions. The director, in consultation with the Washington archaeological research center, shall provide guidelines for the selection of depositories designated by the state for archaeological resources. The legislature directs that there shall be full cooperation amongst the department, the Washington. archaeological research center, and other agencies of the state. [1986 266 §.16; 1977 ex.s. c 195 § 12; 82 § 1; 1975 ex.s. c 134 § 2.] • t r ! RCW 27.53.040 Archaeological resources -- Declaration. All sites, objects, structures, artifacts, implements, and locations of prehistorical or archaeological interest, whether previously recorded or still unrecognized, including, but not limited to, those pertaining _? to prehistoric and historic American Indian or aboriginal burials, campsites, dwellings, and habitation sites, including rock shelters and caves, their artifacts and implements of culture such as projectile 7 points, arrowheads, skeletal remains, grave goods, basketry, pestles, mauls and grinding stones, knives, scrapers, rock carvings and paintings, and other implements and artifacts of any material that are located in, on, or under the surface of any lands or waters owned by or under the possession, custody, or control of the state of Washington or any county, city, or political subdivision of the state are hereby declared to be archaeological resources. [1975 1st ex.s. c 134 § 4.] 'f 3.] NOTES: Intcnt - -1989 c 44: See RCW 27.44.030. Captions not law -- Liberal construction - -1989 c 44: See RCN 27,44.900 and 27,44 901. Intent- -1988 c 124: It is the intent of the legislature that those historic archaeological resources located on state - owned aquatic lands that are of importance to the history of our state, or its communities, be protected for the people of the state. At the same time,. the legislature also recognizes that divers have long enjoyed the recreation of diving near shipwrecks and picking up artifacts from the state -owned aquatic lands, and it is not the intent of the legislature to regulate these occasional, recreational activities except in areas where necessary to protect underwater historic archaeological sites. The legislature also recognizes that salvors who invest in a project to salvage underwater archaeological resources on state -owned aquatic lands should be required to obtain a state permit for their operation in order to protect the interest of the people of the state, as well as to protect the interest of the salvors who have invested considerable time and money in the salvage expedition." [1988 c 124 § 1.) Application - -198S c 124: "This act shall not affect any ongoing salvage effort in which the state has entered into separate contracts or agreements prior to March 18, 1988." [1988 c 124 § 13.] For codification of "this act," see Codification Tables, Volume 0. Sevcrability- -1986 c 266: See note following RCW 38.52.005. Effective date - -1983 c 91: See RCW 27.34,910. Severability- -1977 cx.s. c 195: See note following RCW 27,53.020. RCW 27.53.045 Abandoned archaeological resources -- Declaration. All historic archaeological resources abandoned for thirty years or more in, on, or under the surface of any public lands or waters owned by or under the possession, custody, or control of the state of Washington, including, but not limited to all ships, or aircraft, and any part or the contents thereof, and all treasure trove is hereby declared to be the property of the state of Washington. [1988 c 124 § 3.] NOTES: Intent-- Application- -1988 c 124: See notes following RCW 27.53.030. RCW 27.53.060 Disturbing, etc., archaeological resource or site without written permit or permission unlawful -- Conditions allowed -- Exceptions. (1) On the private and public lands of this state it shall be unlawful for any person, firm, corporation, or any agency or institution of the state or a political subdivision thereof to knowingly remove, alter, dig J' P • • into, or excavate by use of any mechanical, hydraulic, or other means, or to damage, deface, or destroy any historic or prehistoric archaeological resource or site, or remove any archaeological object from such site, except for Indian graves or cairns, or any glyptic or painted record of any tribe or peoples, or historic graves as defined in chapter 68.05 RCW, disturbances of which shall be a class C felony punishable under chapter 9A.20, RCW, without having obtained a written permit from the director for such activities. (2) The director must obtain the consent of the private or public property owner or agency responsible for the management thereof, prior to issuance of the permit. The property owner or agency responsible for the management of such land may condition its consent on the execution of a separate agreement, lease, or other real property conveyance with the applicant as may be necessary to carry out the legal rights or duties of the public property landowner or agency. The director, in consultation with the affected tribes, shall develop guidelines for the issuance and processing of permits. Such written permit and any agreement or lease or other conveyance required by any public property owner or agency responsible for management of such land shall be physically present while any such activity is being conducted. The provisions of this section shall not apply to the removal of artifacts found exposed on the surface of the ground which are not historic archaeological resources or sites. [1989 c 44 § 7; 1988 c 124 § 4; 1986 c 266 § 18; 1977 ex.s. c 195 § 14; 1975-'76 2nd ex.s. c 82 § 2; 1975 1st ex.s. c 134 § 6J NOTES: Intent - -1989 c 44: See RCW 27.4 3.030. Captions not law -- Liberal construction - -19S9 c 44: See RCW 27.44,900 and 27,44.901. Intent -- Application - -1988 c 124: See notes following RCW 27.53,030. • Severability- -1986 c 266: See note following RCN 38.52.005. Sevcrability- -1977 cx.s. c 195: See note following RCW 27.53.020. RCW 27.53.070 Field investigations -- Communication of site or resource location to research center. It is the declared intention of the legislature that field investigations on privately owned lands should be discouraged except in accordance with both the provisions and spirit of this chapter and persons having knowledge of the location of archaeological sites or resources are encouraged to communicate such information to the Washington archaeological research center. Such information shall not constitute a public record which requires disclosure pursuant to the exception authorized in RCW 42.17.310, as now or hereafter amended, to avoid site depredation. [1975 -'76 2nd ex.s. c 82 § 3; 1975 1st ex.s. c 134 § 7.] RCW 27.53.080 Archaeological activities upon public lands -- Entry -- Agreement -- Approval of activities. Qualified or professional archaeologists, in performance of their duties, are hereby authorized to enter upon public lands of the state of Washington and its political subdivisions, at such times and in such manner as not to interfere with the normal management thereof, for the purposes of doing archaeological resource location and evaluation studies, including site sampling activities. Scientific excavations are to be carried out only after appropriate agreement has been made between a professional archaeologist or an institution of higher education and the agency or political subdivision responsible for such lands. Notice of such agreement shall be filed with the Washington archaeological research center and by them to the department. Amateur societies may engage in such activities by submitting and having approved by the responsible agency or political subdivision a written proposal detailing the scope and duration of the activity. Before approval, a proposal from an amateur society shall be submitted to the Washington 4 .. . wr........ wn... �n...+ ay........:,+ .+.1:'...�....w.w..r.u[.....ar. - archaeological research center for review and recommendation. [1936 c 266 § 19; 1977 ex.s. c 195 § 15; 1975 1st ex.s. c 134 § 8.] NOTES: Sevcrability- -1936 c 266: See note following RCW 3$2.005. Sevcrability- -1977 cx.s. c 195: See note following RCW 27.53.020. z 1 z 6 O 0 07 W = CO u_ w 0 g a = • a z �. 1-- w • w RCW 27.53.100 Historic archaeological resources on state - owned aquatic lands -- Discovery and report - -Right of first refusal. o i- tu • w. Persons, firms, corporations, institutions, or agencies which discover a unreported historic archaeological resource on state - owned aquatic lands and report the site or location of such resource to u. 0 the department shall have a right of first refusal to future salvage permits granted for the recovery of that w Z resource, subject to the provisions of RCW 27.53.110. Such right of first refusal shall exist for five 0 22 . years from the date of the report. Should another person, firm, corporation, institution, or agency apply z I— for a permit to salvage that resource, the reporting entity shall have sixty days to submit its own permit application and exercise its first refusal right, or the right shall be extinguished. [1988 c 124 § 5.] NOTES: Intent—Application-1988 c 124: See notes following RCW 27.53.030. RCVS' 27.53.090 Violations - - Penalty. Any person, firm, or corporation violating any of the provisions of this chapter shall be guilty of a misdemeanor. Each day of continued violation of any provision of this chapter shall constitute a distinct and separate offense. Offenses shall be reported to the appropriate Iaw enforcement agency or to the director. [1986 c 266 § 20; 1977 ex.s. c 195 § 16; 1975 -'76 2nd ex.s. c 82 § 4; 1975 1st ex.s. c 134 § 9.] NOTES: Sevcrability- -1986 c 266: See note following RCN 38.52.005. Sevcrability- -1977 cx.s. c 195: See note following RCN 27,53.020. RCW 27.53.110 Contracts for discovery and salvage of state -owned historic archaeological resources. The director is hereby authorized to enter into contracts with other state agencies or institutions and with qualified private institutions, persons, firms, or corporations for the discovery and salvage of state - owned historic archaeological resources. Such contracts shall include but are not limited to the following terms and conditions: (1) Historic shipwrecks: (a) The contract shall provide for fair compensation to a salvor. "Fair compensation" means an amount not less than ninety percent of the appraised value of the objects recovered following successful completion of the contract. (b) The salvor may retain objects with a value of up to ninety percent of the appraised value of the total objects recovered, or cash, or a combination of objects and cash. In no event may the total of objects and cash exceed ninety percent of the total appraised value of the objects recovered. A salvor shall not be entitled to further compensation from any state sources. (c) The contract shall provide that the state will be given first choice of which objects it may wish to retain for display purposes for the people of the state from among all the objects recovered. The state may retain objects with a value of up to ten percent of the appraised value of the total objects recovered. If the state chooses not to retain recovered objects with a value of up to ten percent of the appraised value, the state shall be entitled to receive its share in cash or a combination of recovered objects and cash so long as the state's total share does not exceed ten percent of the appraised value of the objects recovered. (d) The contract shall provide that both the state and the salvor shall have the right to select a single appraiser or joint appraisers. (e) The contract shall also provide that title to the objects shall pass to the salvor when the permit is issued. However, should the salvor fail to fully perform under the terms of the contract, title to all objects recovered shall revert to the state. (3) Other historic archaeological resources: The director, in his or her discretion, may negotiate the terms of such contracts. [1988 c 124 § 6.] (2) Historic aircraft: (a) The contract shall provide that historic aircraft belonging to the state of Washington may only be recovered if the purpose of that salvage operation is to recover the aircraft for a museum, historical society, nonprofit organization, or governmental entity. (b) Title to the aircraft may only be passed by the state to one of the entities listed in (a) of this subsection. (c) Compensation to the salvor shall only be derived from the sale or exchange of the aircraft to one of the entities listed in (a) of this subsection or such other compensation as one of the entities listed in (a) of this subsection and the salvor may arrange. The salvor shall not have a claim to compensation from state funds. N OT E S: Intent -- Application- -1988 c 124: See notes following RCW 27.53.030. RCW 27.53.120 Recovery of property from historic archaeological sites--Mitigation of damage -- Refusal to issue salvage permit to prevent destruction of resource. The salvor shall agree to mitigate any archaeological damage which occurs during the salvage operation. The department shall have access to all property recovered from historic archaeological sites for purposes of scholarly research and photographic documentation for a period to be agreed upon by the parties following completion of the salvage operation. The department shall also have the right to publish scientific papers concerning the results of all research conducted as project mitigation. The director has the right to refuse to issue a permit for salvaging an historic archaeological resource if that resource would be destroyed beyond mitigation by the proposed salvage operation. Any agency, institution, person, firm, or corporation which has been denied a permit because the resource would be destroyed beyond mitigation by their method of salvage shall have a right of first refusal for that permit at a future date should technology be found which would make salvage possible without destroying the resource. Such right of first refusal shall be in effect for sixty days after the director has �" determined that salvage can be accomplished by a subsequent applicant.without destroying the resource. No person, firm, or corporation may conduct such salvage or recovery operation herein described -- without first obtaining such contract. [1988 c 124 § 7.] NOTES: NOTES: Intent -- Application- -1988 c 12-i: See notes following RCN 27.53.030. RCW 27.53.130 List of areas requiring permits. The department shall publish annually and update as necessary a list of those areas where permits are required to protect historic archaeological sites on aquatic lands. [1995 c 399 § 17; 1988 c 1241 10.] Intent -- Application- -1938 c 124: See notes following RCN 27.53.030. RCW 27.53.140 Rule - making authority. _J The department shall have such rule- making authority as is necessary to carry out the provisions of this chapter. [1995 c 399 § 18; 1988 c 124 § 11.] NOTES: Intent - - Application - -1988 c 124: See notes following RCW 27.53.030. z z . g. JU 0 NO W = CO w O' LL Q' CO s: i d: 1 LU z �, I--0 Z I- D V 0 !o ww l .. Z U U; — Z- z FOR: EXPIRES 9 / 5 no; / SUBMITTED TO: BY: STRUCTURAL CALCULATIONS Golden Nugget Casino Remodel 14025 Interurban Avenue Tukwila, Washington Thienes / Williams Architects 900 1S Ave. South Seattle, WA CG ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 (425) 778 - 8500 RECEIVED CITY OF TUtoMt.A J'u li 7 '4, /1 rFFr M r PglslI ;R CG 01071.10 PROJECT DESCRIPTION is to be remodeled. The remodel of the existing Golden Nugget Casino building includes rearrangement of certain interior walls and ceiling systems, construction of a new exterior wall, relocation of the main entrance door, and construction of a new canopy at the main entrance. The casino is located at 14025 Interurban Avenue in Tukwila, Washington. SCOPE OF WORK Provide gravity design as needed with proposed changes in interior walls and ceilings for new beams supporting the existing roof and modified ceilings and for new roof and canopy framing. Provide foundation design as needed for structural changes. Provide lateral analysis and design for new gabled entrance canopy. Provide construction documents. DESIGN CRITERIA, per 1997 UBC Allowable Soil Bearing Pressure: 2000 psf (assumed) Wind: 80 mph B exposure Snow: 25 psf Other: as detailed in calculations Golden Nugget Casino SUMMARY CG Engineering 250 4th Avenue South, Suite 200, Edmonds, WA 98020 By: Chkd LWC Date Date Job No. 6/7/01 01071.10 Sheet 7�ra *4 R":SY. MP. r.. n,�+.�,aaMx,n.�r :i:... • ,4"" 4x8 HEADER x 4' -0' x THICK FTG. W/ (5)-15 EA. WAY, SOT.; TYP. (2) PLACES. f Y I L !i 31 /8x9GLB I EXIST, 6 3/4 x 24 GLB 194-41 ■ _0 A Wi= I ` 31 /8x9GLB —_" I (; BOT. OF BEAM UNE i 0 7-6' ABOVE FL = 1 REFER TO ARCH. D S. I - I (3) 2x6 FULL HE] T STUDS-' 7 7' THICK F EA. WA. _ — (2) PU -- C • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description F,terr, , PtJ Project &OL N11 C451 Al0 go4.0611 . By G G/M1140 Checked Scale Job No. 01 Date 6- 7 -0/ Date Sheet No. d ot. •sP7� ,n.ra+ ^N"�'r�, a" S,'" C( Y!' 1' �. �' t, � �'! )S,r.-1.�7,, "!.'dui}S +.�'l';'F'i� w = w,a.d = w = L = E = 75 pif 36 plf 70.0 plf 14.0 ft 1.80E +06 Live only (floors) Live only (roofs) w = 75 plf w = 75 pif L= 14 ft L= 14 ft E = 1,80E +06 E = 1.80E +06 Defl = 0.466667 U380 Deft = 0.933333 U180 Iraq = 77.175 InA4 Iraq = 38.5875 InA4 Dead + Live (floors) Dead + Live (roofs) w= 181 plf w= 181 plf L= 14 ft L= 14 ft E = 1.80E +06 E = 1.80E +06 Defl = 0.7 L/240 Defl = 1.4 U120 Iraq = 124.166 104 Iraq = 62.083 inA4 ,) 1 4 Simple Span with Uniform Loading Input w,w. = 25.0 psf w.d..d = 12.0 psf wow = 70.0 plf Trib Width = 3 ft L = 14.0 ft E = 1.80E +06 psi Fb = 2400.0 psi Fv = 190.0 psi aM-1 CD = 1.15 Load Duration Factor CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CF = 1.00 Size Factor CV = 1.00 Volumn Factor Cfu = 1.00 Flat Use Factor CI = 1.00 Incising Factor Cr = 1.00 Repetitive Factor Cc = 1.00 Curvature Factor Cf = 1.00 Form Factor CP = 1.00 Column Factor CH = 1.00 Shear Stress Factor CT = 1.00 Buckling Stiffness Factor Cb = 1.00 Bearing Area Factor 11P seP)Aio 3 7 ,S = 42,17 _ 2 s, 13 r_= 129,2 SN W = ZS e s-F g■ butt 2 /Z C /0NPIA w/tt-t_ = 10 sta. j - 310 x .2S Strength Results M= Sreq = V= Areq = 4.43 k -ft 19.3 103 1.27 kip 8.7 inA4 75 3e 0 f JELELT 9 i3 - 814 -.Z ---- -- N ' f • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description 1304 Project M OLDEN N uee-- - C /.S /Aro /Z of u na BY L, G1gr Checked Scale Job No. 0107/ Date 6- 7- 01 Date Sheet No. p oi Z w '. 2 0 : 0 N 0 W = - Nu_ al }} Q W Z � I- 0 U ;o � .. o 1 - : W W L I O 0 El W Z Z gEAPI — 2 o +- R6oF /.1, or= DE = /5 Poo Os +25) = 400 R S, of --Illy! /4' rgi/? (iST25) = 5g° PIC LLAD Fi2t,n\ 1.27k 0:60klftk T;TTT►TTkUTTT ∎∎ ► ►T o.56kift / 11111 /T /111111111► 02k; ft TTTTTTTT T�; TTTTTTT► I2;; TT T i rk TTTTTT ► °. °2k,ft RI =8.238k Vmax Qo left = 8.238 k 4 1z CD 1� 0,351) 1.S(I /./5 .i.( l9O p5 ) 18.00 ft Mmax = 45.40 k -ft at 9.23 ft from left Dmax = - 0.0897 in at 9.09 ft from left 45,4b ►z,uoo) 197. m -SRS - F - (1,/5)( 24oups4) 7/ i )EL6c1 6 x (3g 6.-1.6 = 205, o ill 4 : V./3 , I. = 1 %4 /il 1 (T 660 D"-, ia�o - D +1- Rk.D. Rr= 10.351 k Vmax ®rt = 10.351 k 004 II- F= W J U Uo. 10 ' •.W =: W 0 ' L1 • < N • • • W W M p W W` • tLO Z . Z w.. = w,a.a = Worm = L = E = 37.5 pif 90 pif 9.0 pif 20.0 ft 1.80E +06 Live only (floors) Live only (roofs) w = 37.5 pif w = 37.5 pif L= 20 ft L= 20 ft E = 1.80E +06 E = 1.80E +06 Deft = 0.666667 U360 Deft = 1.333333 U180 Iraq = 112.5 in "4 Iraq= 56.25 in ^4 Dead + Live (floors) Dead + Live (roofs) w = 136.5 pif w = 136.5 pif L= 20 ft L= 20 ft E = 1.80E +06 E = 1.80E +06 Defl = 1 U240 Deft = 2 U120 Iraq = 273 In ^4 Iraq= 138.5 ln Simple Span with Uniform Loading Input ww. 5.0 psf w,ew = 12.0 psf w,.. = 9.0 pif Trib Width = 7.5 ft L = 20.0 ft E = 1.80E +06 psi Fb = 2400.0 psi Fv = 190.0 psi CD = CM = Ct = CL = CF = CV = Cfu = CI = Cr = Cc = Cf = CP = CH = CT = Cb = aM -3 1.00 Load Duration Factor 1.00 Wet Service Factor 1.00 Temperature Factor 1.00 Beam Stability Factor 1.00 Size Factor 1.00 Volumn Factor 1.00 Flat Use Factor 1.00 Incising Factor 1.00 Repetitive Factor 1.00 Curvature Factor 1.00 Form Factor 1.00 Column Factor 1.00 Shear Stress Factor 1.00 Buckling Stiffness Factor 1.00 Bearing Area Factor 7, 5 p Live, I4 sdora.sAa. rn aB IL 12 P S-�- Gel li vtS Strength Results M= Sreq = V= Areq = 6,83 k -ft 34.1 InA3 1.37 kip 10.8 in "4 5gLeZ"T" e 334 &L a am-3 42.19 ✓- /-� =28,13 ✓ 2.0' $4/bC 6PMJ C � • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description l3M - 3 Project Goez n1 U Ect_r- Cits;n•v £02t.tab r B /_. Checked Scale Job No. 6 Date e - 7 -01 Date Sheet No. 005 nk w.M. = w,d..d = w.iw = L = E = 37.5 plf 45 plf 9.0 plf 13.5 ft 1.30E +06 Live only (floors) Live only (roofs) w = 37.5 pif w = 37.5 plf L = 13.5 ft L = 13.5 ft E = 1.30E +06 E = 1.30E +06 Defl = 0.45 U380 Defl = 0.9 U180 Iraq = 47.90834 I04 Iraq = 23.95317 InA4 Dead + Live (floors) Dead + Live (roofs) w = 91.5 plf w = 91.5 plf L = 13.5 ft L = 13.5 ft E = 1.30E +06 E = 1.30E +06 Defl 0.675 U240 Defl = 1.35 U120 t = r ra(q = 77.92785 InA4 Iraq = 38.96382 104 . M Simple Span with Uniform Loading Input w,►.. = 5.0 psf w.d..a = 6.0 psf Ws* = 9.0 plf Trib Width = 7.5 ft L = 13.5 ft E = 1.30E +06 psi Fb = 850.0 psi Fv = 75.0 psi CD = CM = Ct = CL = CF = CV = Cfu = CI = Cr = Cc = Cf = CP = CH = CT = Cb = aM -4 1.00 Load Duration Factor 1.00 Wet Service Factor 1.00 Temperature Factor 1.00 Beam Stability Factor 1.00 Size Factor 1.00 Volumn Factor 1.00 Flat Use Factor 1.00 Incising Factor 1.00 Repetitive Factor 1.00 Curvature Factor 1.00 Form Factor 1.00 Column Factor 1.00 Shear Stress Factor 1.00 Buckling Stiffness Factor 1.00 Bearing Area Factor SP4Ct cells ► US ICR = ps 42 L frl6 4 h or-}- ,3,5' ✓cr}' w = 7 ,s 30. 4,610 3 ✓ 4 - = 25. P1 'Z ✓' - 1. = 111.) in/ t/-- Strength Results M= Sreq = V= Areq 2.08 k -ft 29.4 103 ✓ 0.62 kip 12.4 InA4 ✓ lola BM - r44 ce,/„1 d j ,� - - --- ---->' 3.5 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description 8 Project u (kGG'T CJt'..;l NU k %f ;t1- h By L. GA1 /kr0 Checked Scale Job No. 01 071,10 Date 6_ 7- p/ Date Sheet No. oop . r+ oM MOx at r.;+1t ,r t ' fOO77,0& /fAth Cc LJX1ALS F2 r-r 1— ( Li) C,finczr s FT z C � • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 L23411 pezAi &M - ; 8240 e 2o6o Sol! be ri = 4,1 s1 /1SSUni z V. FIG- IS t 2'`f �� AM/. W /�7 2,05 -4-, I„ o rep, -tat roc77� /6-- 2.0 .(4- per Acked 1r,b /€ -77W . AIWA— ( gE.; [:X. ccil1 T /M /txJS F / , GaLtJ wt rU 1 u N G- USE: (4 ) 2x6 >}F f stuns Lod - ro coL = (29'x 1111 - 4-65 + 25psf) = 609 *4op ' 24,E k _stow ao7llJCs- 57.0' - 4,4 12.2 5f 3.5 x 3,J +- F7Zr Gr coL 2,0 gat.1 WA 4.0'46 4,0' lrG Sep all 0,4-04 COLuMP4 — :Sc zz 7: f 5 L. 574 7 Description r 7- 1, FT- 2. Cot--1 Colr- L P roject 6-044n4 M UG -L7 CA-9A4) I, S klob - ZtOupsc - r 25vo psi _ P./ By L. L 1I?Jv Checked Scale Job No. 0/47/, /O '5Elerfeb i`e Prn IJ mow► Date 6- - Date Sheet No. 00 4 :1 '0 PF a::i�aCr. r »'4 i'3 ik•:«�e;te.S sy S - EFFECTIVE .COLUMN . LENGTH.) • .. ,•_::y , %V :? : • . • .ALLOWABLE AXIAL LOAD ON PARALLAM' PSL COLUMNS (In Pounds) . 'i't?:: 5 1i;' Ii.i: ?r :r.' .. . .. . ., . COLUMN SIZE • 3 'h x" x .3'4 7 1.: . 7• . .: 3' "x5' ".. :• ... /i '.;•:2...3W x 7" .: 5'/;'x5' ". 5'/;'x7" 7 "x7" ' .. • • 100 %' .115%1 25%'; 100% . 115% . ; .125% 100% 115% 125% 100% 115% •125% 100% 115% 125% 100% 115% 125% • 4' -0" 15,085 16,612 17,538 5' -0" . 12,811 13,779 14,340 19,217 20,669 21,510 6'41". . 10,598 11,202 11,551 15,897 16,804 17,326 21,196 22,405 23,101 33.300 36,685 38,743 7' 70 " 8,740 9,143 9,375 13,111 13,715 14,063 17,481 18,287 18,751 30,016 32,551 34,041 :1 70",.:=: 7,270 7,553 7,716 10,905 11,330 11,574 14,539 15,106 15,432 26,655 28,499 29,565 35,540 37,998 39,420 9' -0".'.j. 6,115 6,323 6,441 9,173 9,484 9,662 12,231 12,645 12,883 23,484 24,845 25,631 31,312 33,127 34,175 • 10' -0" 5,203 5,359 5,449 7,805 8,039 8,173 10,407 10,718 10,897 20,667 21,703 22,300 27,556 28,937 29,733 •, 11' -0 "..,. 4,474 4,595 4,663 6,712 6,892 6,995 8,949 9,189 9,327 18,239 19,047 19,512 24,318 25,395 26,016 x•..12' -0 "`:, 3,885 3,979 4,033 5,827 5,969 6,050 7,770 7,959 8,067 16,166 16,810 17,180 21,555 22,413 22,907 ' : ::13' -0'.': ', 3,402 3,478 3,521 5,103 5,217 5,282 6,804 6,956 7,042 14,401 14,922 15,221 19,201 19,895 20,295 •'14; -0' • 3,003 3,064 3,099 4,504 4596 4549 6,005 6,129 6,199 12,893 13520 13,566 17,190 17,760 18,088 34,168 35,796 36,736 ',x.15';06} 11,599 11,954 12,158 15,465 15,939 16,210 31,164 32,526 33,311 4 s= 16'-0' 10,483 10,781 10,952 13,977 14,375 14,603 28,498 29,648 30,312 ' `.'17 : -0" : 9,516 9,769 9,914 12,688 13,025 13,218 26,130 27,112 27,677 :ke 4 Ae. r.k... •1. 18'- 0 ".�'. 8,673 8,890 • 9,013 11,565 11,853 12,018 24,027 24,871 25,356 - `19' -0" : ;.• 7,935 8,122 8,228 10,581 10,829 10,971 22,153 22,885 23,305 ; 20' -0':,• 7,286 7,447 7,540 9,715 9,930 10,053 20,481 21,118 21,484 ':7:_21' -0 "::: 6,712 6,853 6,933 8,949 9,137 9,244 18,983 19,542 19,862 ,'.22' -0'!,; : 17,638 18,131 18,413 ;:::-23' -0 ":' i' 16,427 16,863 17,113 ' -0" 15,333 15,722 15,944 GENERAL NOTES: 1. Table applies to solid, one -piece column members used in dry service conditions. 2. Loads shown have been adjusted to accommodate the worst case of the following eccentric conditions; 0.167 of column thickness (first dimension) or 0.167 of column width. 3. Loads are based on simple axial loaded columns using the design provisions of the National Design Specification for Wood Construction (NDS), 1991 edition. For side loads or other combined bending and axial loads see provisions of NDS, 1991 edition. 4. Table assumes that the column is unbraced, except at the column ends and the effective column length is equal to the actual column length. REV. 7/96 W Par41 lam® PSIA Columns ar Posts - United States BEM/1 COLUMN CAP COLUMN BASE ELEVATED COLUMN BASE Optional non - shrink grout ALLOWABLE AXIAL LOADS 1.8E ES OR WS PARALLAM® PSL ALLOWABLE DESIGN STRESSES (100% Load Duration) Modulus of elasticity E = 1.8 x 10 psi Flexural stress F = 2400 psi "t Compression parallel to grain F,11 = 2500 psi (1) For 12 -inch depth. For others, multiply by See NER -292 for additional design information. CONNECTION DETAILS t 12) 0.111 d 008 6.1 •1 + Dr T: ry t, ii',.∎ aRy .% # a i ? : ' { � ' r;a 4 't .;x�t k " a ;.ti ' l. = 1:0/ 0 —0 COLUMN TABLE Height (ft) (3) 2 (4) 2k4 (5) 2i 4x4 HF 46 HF 4X6 • 4X10 P.•/1•A (1b) P (Ib) P.. (lb) Palull (Ib) RANI OW Base Plate P4,,n(lb) Base Plate ; PO) 1 (lb) Base Plate P. (lb) Base Plate 4 70.90 4253 6379 8505 10631 4961 3/4 x b x 10 7796 1xbx 15 10631 1 3/8 x b x 20 13466 1 3/4 x b x 25 5 4253 6379 8505 10631 4961 5/8 x b x - 10 7796 3/4 xbx 12 10631 1 1/8 x b x 18 13466 1 3/8 x b x 22 6 4253 6379 8505 10631 4961 5/8 x b x 10 7796 3/4 x b x 12 ' 10631 3/4 x b x 14 13466 1 x b x 18 7 6379 8505 10631 4961 1/2x bx 10 7796 5/8 x b x 12 10631 3/4 x b x 14 13466 3/4 x b x 16 8 9 10 11 12 13 14 15 16 2941:: ......... 4961 1/2 x b x 10 ...................... 7796 5/8 x b x 12 10631 5/8 x b x 14 13466 5/8 x b x 16 ..... 1762 15 I 3654 3167 2770 2442 .. ........................................ . 12585 • 1037S• J 8681 7359 I 6312 5470 4784 421 COLUMN TABLE Height (ft) (2) 2x6 FIF Stud ( 2x6 HF Strict : (4)x6 HES1141.: (5) 2X5.HF.ti1d o*p :••••• • 6x5 DF iCi 6x10 DE 41 R• P. (Ib) P..2 (lb) P..0 (Ib) P (Ib) P, (Ib) Base Plate : (lb) P..1.1 (lb) Base Plate .fka (b) (Ib) Base Plate 4 6683 : 10024 25411: : 13365 16706 12251 1 X b x 14 16706 1 1/4 x b x 18 21161 13/4 x b X 22 5 6683 10024 13365 13365 16706 12251 1 x b x 14 16706 1 1/4 x bx 18 21161 1 3/4 xbx 22 6 6683 10024 16706 12251 3/4 x b x 12 16706 1 1/4 xbx 18 21161 13/4 X b x 22 7 10024 13365 16706 12251 3/4 x b x 12 16706 1 x b x 16 21161 1 3/8 X b x 20 8 .................... 10024 13365 16706 12251 3/4 x b x 12 16706 7/8 x b x 15 21161 13/8 xbx 20 9 10024 13365 16706 12251 3/4 x b x 12 16706 7/8 x b x 14 21161 1 1/8 XbX18 10 10024 13365 16706 12251 3/4 x b x 12 16706 7/8 xbx 14 21161 1 x b x 16 1 1 6723 5893 ' s. ..4614 r 13365 16706 12251 5/8xbx 12 16706 7/8 x b x 14 21161 1 x b x 16 12 13365 16706 12251 5/8 x b x 12 16706 3/4 xbx 14 21161 7/8 xbx 16 13 . 2115 • I -....107347 12251 5/8 x b x 12 16706 3/4 x b x 14 21161 7/8 x b x 16 14 12251 5/8 x b x 12 18302 16706 3/4 x b x 14 21161 3/4 xbx 16 15 . .. 16 7ao ( Timber Column Table Per 1997 U.B.C. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DIAnall6s1UBC 971Columnsaimber Columns FT- FT- FT- 5 C � ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA98020 Tlell3UTA - P - y e..4116 7o CoC.0 /0n1 /s Un11cnrot J err NQ? c rP - cr TD &a (t2c/17tn— 777 Fob, e-oLV ill N @ FT- 2 771a gE=o2e' uE cot_, f 0CT7? c- Fite. F r-2. UNLt3s Fl lab M ...t:! 2E71 EN'T' irum/ text C.77 &tJ ,¢pD1?O'lAL. LoAts Per 6 °FEET can-wCr MINIMAL. QM- 4 Tads reclu.ca.. eWectve.. GOluPn 14ky,s1, Likk F ilbe, tM -1 -- 1270 - LD�� I T M &14- 3 . / 370 4 07. 1 ) Description r - 2000 ps so 11 Learn 1.32 s 4 FTG- = 2 $ ± U56: PSL S 4 x 7 c.61, 4 4 / /-otrT7N 26 `I 6 Foie c 6/titrD ATE ij : oeisrmicr Corn goo-PA/67 L GOLUM� -- usrs: (2) zx‘ fit STUDS r -ore_ cvi-tH-- r.. t1.► , 1L LE = z - = 17 S (j 2 ps F SPsr) w h o 7p 1. Cie tl� ►•S l ire sel P ZQOOp .Sot 6rar,. c. /,4 5t F7- 4, 1-- Cot. - 3, Cot.-1, CcY. - Project G ou Muc C450 ReAlcbc -_ ser FT-2. &: 2 x 2 - 6 014, PQAcr►utc . Nan* Fa a_ IWS7 , (0)<6 FbR HErTy Good Y L. 6m /ivt7 Date 6 — 7- 01 Checked Scale Job No. 0107/,10 Date Sheet No. d/0 Loma 2 3 z ( / 370 0 = 1 0.2 Fs WOE 2 x 2' -6 Fr e,- (,+I #J. PR4CTICAt 51z6 Fo K •41A Cur' I Jars ny.u4'71 o nl 6x 6 77M Tbc`1L COL, Fo►L bgsitLCt LAor, • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description Fr 6 COL - Project Gothep / /JUGGtr' C4 IAJt) RG7NC.b 1?j BY L, ChM /pro Checked Scale Job No. 0 /07 /, /0 Date 6 _ 7-- 01 Date Sheet No. 0/I CH. ENTRY EXTENTS. (3) -2x6 FULL HEIGHT STUDS EXIST. COL • SLAB, SEE D AIL PLAN F FT— a, NP 2 PT-7 16" O.C. ■ W F -� 31 8x9GLB BOT. OF BEAM LINE 0 r -s• ABOVE FLOOR, REFER TO ARCH. DWG'S. 3' -6' x 3' -6 x 1' -0' MICK FM. WI (4) —#5 - EA. WAY, BOT.; TIP. (2) PLACES. (2) - prrtc6 (TIP, 2 PAWS 920 t q2° BM- s 19A- 6 SIM a 1' -6' x 1' -6 x 0' -9 THICK FTG. WI (2) -14 EA. WAY, ROT.; TIP. (2) PLACES. • ENGINEERING 250 4th Ave. South Suite 200 • Edmonds, WA 98020 Description P»r m4t_ PAtJ Project G-oczcal /V UC ar t /Aro kint1000— T3yL. GM,w.r0 Checked Scale Job No. 01 071.10 Date I Date Sheet No. dl2 fa:\ ii >1n "titi w.w. = w.d..d = w,.•.. = L = E = 112.5 pif 54 pif 9.0 pif 10.5 ft 1.30E +08 Live only (floors) Live only (roofs) w= 112,5 pif w= 112.5 plf L = 10.5 ft L = 10.5 ft E = 1.30E +06 E = 1.30E +06 Defl = 0.35 L/360 Deft = 0.7 L/180 Iraq = 67.82088 In ^4 Ireq = 33.81044 In ^4 Dead + Live (floors) Dead + Live (roofs) w = 175.5 pif w = 175.5 pif L = 10.5 ft L = 10.5 ft E = 1.30E +06 E = 1.30E +06 Defl = 0.525 1/240 Deft = 1.05 1/120 Iraq = 70.32572 104 Iraq = 35.16286 in^4 r40 Simple Span with Uniform Loading Input w►. = 25.0 psf w.dw = 12.0 psf w... = 9.0 pif Trib Width = 4.5 ft L = 10.5 ft E = 1.30E +06 psi Fb = 850.0 psi Fv = 75.0 psi CD = CM = Ct = CL = CF = CV = Cfu = C1= Cr: Cc = Cf = CP = CH = CT = Cb = JAM-5 I}FkZ 1.15 Load Duration Factor 1.00 Wet Service Factor 1.00 Temperature Factor 1.00 Beam Stability Factor 1.00 Size Factor 1.00 Volumn Factor 1.00 Flat Use Factor 1.00 Incising Factor 1.00 Repetitive Factor 1.00 Curvature Factor 1.00 Form Factor 1.00 Column Factor 1.00 Shear Stress Factor 1.00 Buckling Stiffness Factor 1.00 Bearing Area Factor Usi: 4 )(3 . F ' 30, G( A- I: 25 -r° 1Jld ✓ Strength Results M= Sreq = V= Areq = 2.42 k -ft 29.7 In 0.92 kip 16.0 in^4 l,s 4 ms' 4 ( i se 32.0 7Zp4- Fort [3M - C • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description ISM- s Project/ v,0C•V lk)(jc,-f,• i lfSltit`ra By L. Ctrvlrrsu Checked Scale Job No. 0107/,10 Date 6- 7- 0 Date Sheet No. 0/3 Z gg • W �QQ UO, • W = CO • • W �' g iL <C' .N d = . • Z 1- O Z E- ; • W W 'LL/ Z ' = : • O f -, • Z oh Dt fl = iups.P .- 3,S' poi, : 3Sp1c C ftfflfflffl H Po, NT Lb/1-1) 1=rcm sac G9 -N 3. S Pvil = P 0.9k 11 1111111111 1 0.03k/ft 11T►111111 1111; 11: 11► TW 1111111;1;111;1111111 /ft ""s(.10k1ft 1 11�1�1 I S ''' 1 i'' 1 ' �1 '' 1 I' 1 ' 1 ''' UM 0.10k/ft r r ► r► ► ► r► ►►r ►r► ►r rr ►r r ►rr ►r 2.00 ft Mmax @ left = -0.44 k -ft Rl= 2.157k Vmax @ left = 1.711 k Defl @ left end = - 0.0016 in 6, 1 0.0 0 ft Mmax = 4.61 k -ft at 4.01 ft from left Dmax = - 0.0026 in at 4.92 ft from left 9,6/1 :7 - -- --� 5cj, I11 re 1.15 (2Saps0 shoo MeXCASC 1.5V 1,5 (17// z7.g » Hs(7Spsi) u56"; 6x 8 Rr = 1.438 k Vmax @ rt = 1.438 k z 1- z' ;rL 0 O: fn 0 cn w =t w O g a CO = d _ z I-: 0. z w w n n or o ;o ` W W.. • W z; U � O 1- z w.ti. = w.dw = w.,., = L = E = 112.5 plf 45 plf 10.0 plf 10.0 ft 1.30E +06 Live only (floors) Live only (roofs) w = 112.5 plf w = 112.5 plf L= 10 fl L= 10ft E = 1,30E +06 E = 1.30E +06 Dell = 0.333333 U360 Defl = 0.666667 U180 Iraq = 58.41346 104 Iraq = 29.20673 In ^4 Dead + Live (floors) Dead + Live (roofs) w = 167.5 pit w = 167.5 pif L= 10 ft L= 10 ft E = 1.30E +06 E = 1.30E +06 Defl = 0.5 U240 Deft = 1 U120 Iraq = 57.98077 104 Iraq = 28.99038 In ^4 rte Simple Span with Uniform Loading Input W,M = W.dua = Kay = Trib Width = L= E_ Fb = Fv = CD = CM = Ct = CL = CF = CV = Cfu = Ci = Cr= Cc = Cf = CP = CH = CT = Cb = 25.0 psf p - r -? 10.0 psf BM 10.0 plf co, gbl"/ 4,5 ft fel 10.0 ft 1.30E +08 psi '( f 850.0 psi n r f� Z 75.0 psi 1.15 Load Duration Factor =l-- 1.00 Wet Service Factor 1.00 Temperature Factor 1.00 Beam Stability Factor 1.00 Size Factor 1.00 Volumn Factor 1.00 Flat Use Factor 1.00 Incising Factor 1.00 Repetitive Factor 1.00 Curvature Factor 1.00 Form Factor 1.00 Column Factor 1.00 Shear Stress Factor 1.00 Buckling Stiffness Factor 1.00 Bearing Area Factor QM t • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Fog DM -7, cAaory iti Ncrg coin (� /x /2 /f - ( lOJSIO1%J Furs 2x8 rvrFr s) N1, IL /It? $ z 73, 8'3 / =X1.32 Z = 1/5', 3 Strength Results M= Sreq = V= Areq = 2.09 k -ft 25.7 in ^3 0.84 kip 14.6 in ^4 PONT L _ ( i.s 7K/1 7 , J )(/OpJF4-Zc / 0 c 0 4 b 4- 5ntcw ') = 2750 }- Description [ _ Project &2,-c, C n tr/xf. .. BY /MSPCn of OF 2€5u t:Ts raz ex1 (o (/SE: 4x r +F - ,- BM U Jtx -Sact Fox f kof. F-AccN S B /^ YI , c�/M /rro Checked Scale Job No. 0/ 07/10 Date - Ol Date Sheet No. 0/5 • iidi.riul xeaw'✓iLS .2.44.4. z;:.„ m„ U. eta +a 41.4 w12i0erC. 604.2 -5ps -X45' S (700 (It.) 1.1s ( 8'5 - best. g >J Strom) *. Vi i _. �. J 5'604 80)824_ 7900) 5/2o + (58 - 6700, *IT. 90 I,5C5602 °� 5 175 ps4) 654-25p X / = p1 � ( srJ = (OPsfZ 8 i) = Es'8 1 91- = E2.,7 w /a•_52, In 2- 393 ot RiQGG [fit - ∎∎•∎∎∎ ----- Use: x rc� • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description Qf' ProjectU G.f ra Cit f2 Gp Lp�N /n,n Checked Scale Job No. 0 / 07 /, /U Date 6 - 7 - o) Date Sheet No. ' e..,;: c. 4;• ii,. i': irxuit .!'r:1:;.:.1�,•' =t ..� . ,. „.'t.(ti:k�'�,�t wi�od�vi: 4wi, . �i? 1V,+.„+ �;. .,,�i::d:'v�iJ.�:�;t�.l;:f•��.; 1 - 7 roOnarer Cou..0 nn,/ F— ff L r r,Oot1ST tel: = �� �'r' b k 45 j -� rt x P5 4 a'1a.ST) -� �� T 6 f g _ /cFj � 5 s Em - y` Lotic- t4.5( C.4f4Ki7'tf - 57/Z couvutsa c. , 3ezo 616 x, P - 12 2 sD crnm f o r a si Pry= lJ , IZ Z00 0 Sa t! runs 3o .. ✓ .: aaAt 14 - 4- h � `45S ucD f=7 W /QT4 25, L usC: /J /rN 4 -8 P•rc-. I : 1,,4 8 / USC: C.x/s7inl yiv( Ptaiovib ' ,50(.../6 aoachu Lgfti& 7/ COL. i ex, 47e, ,4s i ?di / a UJ$( 6.r6 Pas? 75 r vu nr 7 6 co... ca.J,l • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description Pr - 7 t -T -2 Cct -7 COL 3 ProjectCoC-bcJ 1'1 ii &Gcr GAS /Aro ,€ :? By �. C tMi..r0 Checked Scale Job No. o 7 /./ 0 Date - 7- of Date Sheet No. ©rz 714e t'�flw > Y ' 1:':f �r�!eii l`: {Yil.+�:'• fiiJ^Wi 4 �w Y Nf..e ! t ri.' :�3� t\ l i!LiaY� �:'j;KS.A: J%=i::.Yl': :viii w ; 6 J U U CO CI w . w Z UI 0 CO H w; z z F . I I- w w '0 - i — , w ul I— UN F z Lolit- 4 6,AW LNG le F E1 S 2'`4 5t 6 Ste A _ � - 7 = / ps Ls (5.5 7. 2 DCAt SN - 1.'s (8'Sb ) s1'L' %Afro zsq 2.GS,v By Ir +Perri bki 1386 i sv� IS gat 3) ` Jj 1 c : -is. 641 I / E. FEt2 - C17ZRAL Fi,L FTC- b (S1C -ti, Ts 5 x. j x 3(4 To beu tim. moma - NT To FTC -, o , = 11 P s f 2.5" es; 7. 3— - 274 3 6 p.)I 4g5- 2 ie4 F7M-@ 14" ok 2>k 6 4.friwe. e f6 2s 0.TTte16 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description FT- 9 c &L t7 4A-F7cges Project C70 -DET/ C4sw,71 C•.�crc�c:L BYL, G,Msnr0 Checked Scale Job No. Ol 07/ Date 6 -7— of Date Sheet No. b!8 4NALV/.5 ro Ned E cif ,Qopy 44 e.:AM to/77F 0.116- c..o.km/0,z &paw& sup,oy sam P c. C 1 (Egg zo-i) 6.2 e SP uramt... tobob • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 4- /Jr rger, a rocJi.itn-ritArs ramil ‘47 faeces, -V- ry Ar.spee vt/mb 6-W OVEIL SE7-9q C.. Fort_ t_16-er bsr, ReoP op cslaval r 6gm ri C. ,(02. i„ 0-15 t:XP 13 = 1.3 WoR: 64 /t PlealtZ7,11 /trezi-] Atcriftb z / l os-f -For Est A4 msic WAIL Settrb t- 1,0 ;1 404 CIS eA74 /24.11 mop 5' 4/ , / / •• • • , Description /,-47 • /4-Am.LYS/S Project c 0,1 Alue-6--er eancoDa2-. -rral wig') Mo (ALL rze.SIST 114041EXIT 5 By L . L LAPit..r0 Checked Scale Job No. 01071/0 &ND Date Date Sheet No. 0/9 „ z rt 2 ...J 00 M co w WI LL W uj 0 g -7J u_ I a Lir z z uj 0 m ;0 =; 0 I 0 — 0 Ift 0 (L4Tt7C� -t. God F (7' 5, S )70(4 I3.2Ps 1) W r = so Zs4 = V CoL Z Cat, Mf FOL d 25 # *�8/) 2032 cot, 6/6z.c 5 x 5 c 7, CvC-. s7Ms l /devefovT C� ! � ' Cot.. FOZCZ L /Ntri7- /NCrt Qr TS, /.WALLS 779 Us'! 77144 QCs. Ste' ' G 04111 F O7 tle- 6N0Ly.Sis balcrnl Premr ou7 "drAKF/C0 _ 2.032_ (1 L) 55- xs� ✓ = F (t)4c_ _ 4.5 59,1= .Zts3 g F ► Ilef watt 2,7 6 Vet X./2: ' 2,53 307 of �.LvLJ ..--- V c r/ 2.7 /3y M5P'?cri' 4 , I „ pan W�� ac /fib It 0 4,SC fOY- $o t7S o% i c • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description Lit'rcaul c., co'J T, 11 S7612- cwt_ Project • tI Ai06.6Cr Coq S /n/D ie C'7titOd eaZ. BY L. Ci M t wro Checked Scale Job No. 0/ Date 7_ 01 Date Sheet No. 0:.‘: • i 1,!: . rnr'.+xa�?rRPii�1a �'t OTT oF — PIA-NE Ltll�1 f� L.mb//4 - Afat) wog. aP Utii6.. - 41- d ���) j/4.7 J � A, Zx6 =7, ig lS.4 1.33 ( 856 ps i) c'1 y , - wi wi GS /3, 2 p31 • (5') = 66 p)f (710 01 tvv —.- ----- - 2. S VAS SI Aim: ,¢DD /nave- IS7 JCrLL/ pot- - P-t:Parrhi /a rD4 an,. or (a lt . USE (3) 2x6svos F 2- our-OF -Pc4JC • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description OUT- of - k/ /All) Project ; jr0.4a74 /V tfet: r /' t ' ' :, ^ M By L, CIMIkrO Checked Scale Job No. 0/071./0 Date 6 -7- o; Date Sheet No. 0 1 (7,4' : S. {�' +� 4 CG Engineering 250 4th Avenue South, Suite 200 Edmonds, WA 98020 Rev: 510300 User: KW0603330, Ver 5 1.3, 22•Jun -1999. Win32 (c) 1963.99 ENERCALC Description 4.0 foot square Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd Summary ' 10.000 k 15.600 k 0.000 k 3 0.000 psf 145.00 pcf 1.000 5.50 in 8.438 in 0.0050 0.0017 in2 0.0023 % 7, 4.00ft square x 12.0in thick with 4- #5 bars Max. Static Soil Pressure 1,745.00 p f Allow Static Soil Pressure 2,000.00 j Max. Short Term Soil Pressure 1,745.00 psf Allow Short Term Soil Pressure 2,000.00 psf Mu : Actual 4.29 k -ft Mn * Phi : Capacity 7.62 k -ft rr— 2 An FT- 3 Title : Dsgnr: Description : Scope : Square Footing Design (j5( (5) 5 Ca Footing Dimension TTh kness_..•�_.� -- #ofBars ar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn *Phi : Allow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two -Way Iternate Rebar Selections... 5 # 4's 3 # 5's 2 #7's 2 #8's wcud Foo?i, i P1VNi -ouY \ \ws08 Job # Date: 3:16PM, 8 JUN 01 Page 1 re.\ •ro'ects\.ro'ects -1 \01071.10. General Information Calculations are designed to ACl 318 -95 and 1997 UBC Requirements 4.000 ft 12.00 in 4 5 3.250 2,500.0 psi 40,000.0 psi 2,000.00 psf Reinforcing 0.229 in2 0.916 in2 0.0014 28.85 psi • 85.00 psi 85.20 psi 170.00 psi Footing OK 3 # 6's 1 # 9's 1 # 10's nz z • z: •W � 0 U 0. M 0 W W. W =; J N IL: O. • u..:(.• • to D = a W — I-. F- 0. Z H' Cr ;0 �. W W ' • Z • . i- W — 0: Ail . 0. z CG Engineering 250 4th Avenue South, Suite 200 Edmonds, WA 98020 Description Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 2.5 foot square Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd Summary Mu : Actual Mn * Phi : Capacity Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure 2.000 k 0.000 k 0.000 k 3 0.000 psf 145.00 pcf 1.000 5.50 in 8.500 in 0.0050 0.0001 in2 0.0014 % 2.50ft square 12.0in thick with 3- #4 bars,) 465.00 psf 2,000.00 psf 465.00 psf 2,000.00 psf 0.34 k -ft 5.98 k -ft Title : Dsgnr: Description : Scope : Lk Rev: 510300 User. KW- 0603330. Ver5.1.3, 22•Jun•1099, WIn32 (c) 1953.99 ENERCALC Square Footing Design Page 1 \ \ws08 -greq\ projects1projects -1 \01071.10 gol General Information Calculations are designed to ACI 318.95 and 1997 UBC Requirements usc; (3) 4 Footing Dimension Thickness #of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf ForryN 6- Pg,,v erg" Job # Date: 3:19PM, 8 JUN 01 2.500 ft 12.00 in 3 4 3.250 2,500.0 psi 40,000.0 psi 2,000.00 psf Reinforcing 0.143 in2 0.357 in2 0.0014 Vu : Actual One -Way 1.99 psi Vn *Phi : Allow One -Way 85.00 psi Footing OK Vu : Actual Two -Way 6.69 psi Vn *Phi : Allow Two -Way 170.00 psi Alternate Rebar Selections... '1 _ - ,2 # 4's 5 2 s 1 # 6's 1 # 7's 1 # 8's 1 # 9's 1 # 10's p,2- CG Engineering 250 4th Avenue South, Suite 200 Edmonds, WA 98020 Title : Dsgnr: Description : Scope : Job # Date: 6:42PM, 10 JUN 01 Rev: 510300 User. KW-0803330. Ver5.1.3, 22•Jun•1999. WIn32 (e) 1983 -99 ENERCALC General Footing Analysis & Design Page 1 \ \ws08 -greq\ projects\projects- 1101071.10 of Description Moment Footing for canopy column [General Information Allowable Soil Bearing Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live & Short NOT Combined rc Fy Concrete Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary [Footing Design Shear Forces ACI 9 -1 Two -Way Shear 1.53 psi One -Way Shears... Vu @ Left 0.42 psi Vu @ Right 0.42 psi Vu @ Top 0.42 psi Vu © Bottom 0.42 psi Moments ACI 9 -1 Mu @ Left 0.08 k -ft Mu @ Right 0.08 k -ft -Mu @ Top 0.08 k -ft Mu @ Bottom 0.08 k -ft 2,000.0 psf 1.330 0.000 in 3 0.00 psf 2,500.0 psi 40,000.0 psi 145.00 pcf [Loads I 0.541 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft 2.032 k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k 0.254 k 4.00ft x 4.00ft Footing, 12.0in Thick, w/ Column Support 5.00 x 5.00in x 0.0in high DL +LL DL +LL +ST Actual Max Soil Pressure 178.8 397.0 psf Max Mu Allowable 2,000.0 2,660.0 psf "X' Ecc, of Resultant 0.000 in 9.588 in "Y' Ecc, of Resultant 0.000 in 0.000 in X-X Min. Stability Ratio No Overturning Y -Y Min. Stability Ratio 2.506 1.500 :1 ACI 9-2 ACI 9-3 1.54 psi 0.99 psi 2.78 psi 1.79 psi -1.87 psi -1.20 psi 0.42 psi 0.27 psi 0.42 psi 0.27 psi ACI 9-2 ACI 9-3 -0.26 k -ft -0.17 k -ft 0.43 k -ft 0.27 k -ft 0.08 k -ft 0.05 k -ft 0.08 k -ft 0.05 k -ft Calculations are designed to ACI 318 -95 and 1997 UBC Requirements ( Dimensions... -"--"------- •� ( 7 Width along X -X Axis Length along Y -Y Axis Footing Thickness �, - `t Dim. Along X-X.-Axis Col Dim. Along Y -Y Axis Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Required Steel Area Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k Vn " Phi 170.00 psi 85.00 psi 85.00 psi 85.00 psi 85.00 psi Ru / Phi 4.0 psi 6.6 psi 1.2 psi 1.2 psi 4077ed& /'ic)/ri- OUT Vu 2.780 1.538 4.000 ft 4.000 ft / 12.01 5.00 in 5.00 in 0.0014 3.50 in Footing Design OK Allowable ` �' 0.427 k -ft per ft 0.143 in2 per ft Vn ' Phi 85.000 psi 170.000 psi As Req'd -0.1411'12 per ft 0.14 in2 per ft 0.14 in2 per ft 0.14 in2 per ft CG Engineering 250 4th Avenue South, Suite 200 Edmonds, WA 98020 L Rev: 510300 User. KW- 0803330, Ver5.1.3, 22- Jun -1999, WIn32 c) 19&199 ENERCALC General Footing Analysis & Design \\WsoB Page 2 re.\ .ro'ects \.ro'ects- 1\01071.10.01 Description Moment Footing for canopy column [Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 [ACI Factors (per ACI, applied intemally to entered loads) r ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST' : 1.400 1.700 1.700 1.100 Left Right 178.81 178.81 0.00 397.04 250.34 0.00 0.00 250.34 555.85 357.33 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : Scope : 0.750 0.900 1.300 Top 178.81 178.81 250.34 250.34 160.93 Job # Date: 6:42PM, 10 JUN 01 Bottom 178.81 psf 178.81 psf 250.34 psf 250.34 psf 160.93 psf UBC 1921.2.7 "1.4" Factor 1.400 UBC 1921.2.7 "0.9" Factor 0.900 0 V � O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE_ITIS DUE TO THE QUALITY OF THE DOCUMENT. Envelope Requirements (enter values as applicable) ' Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use h.( A- All Other Roofs divided by 1 -Z I Opaque Walls -;0 n - 1 1 Below Grade Walls - I � 44 A Floors Over Unconditioned Space 4 Slabs -on -Grade 12-- ( 0 Radiant Floors (-a A Maximum U- factors Opaque Doors 'i' / Vertical Glazing , q (D Overhead Glazing 1 A Maximum SHGC (or SC) Vertical/Overhead Glazing I (, 0 0 . Space Heat Type ❑ Electric Resistance Data 6 , 72 0/ X All other (see over for definitions) For Building Department Use Glazing Area Calc Note: Below grade malts may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior.. Wall Area times 100 equals % Glazing -;0 -I- 3 i 0 X 100 = I � • Concrete/Masonry Option p Ca Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly In the table below. Project Info Project Address C OtvF4 Ho Acr-r GA i-10 Data 6 , 72 0/ ( 0 H 25 1.)-1. -1-g� V , p 1 i 4 - , . [ For Building Department Use —1T/1("(411144 ; q sa 1. el) Applicant Name: it-411-4F5 1 1 1.4 A f'7e, A 174t/ /re Applicant Address: ` j y,- Aug %eAT - ro! 981N Applicant Phone: ( 7.0 6, (L - , S7 ” • Envelope Sumn-a . • a . a ENV -SUM n Climate 1 7%At 1997 Washington State Nonresidential Energy Code Compliance Forms I - • ..- r A • ,1 _ An Project Description ❑ New Building A Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Firet Edition - June 1098 Wall Description (including insulation R -value & position) Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor is 0.19 Insulation on exterior or Integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/froF below (other walls must meet - Opaque Wall requirements). Use descriptions and values from Table 20•Sb In the Code. RECEIVE, CITY i U4actor • PI rims ui sing Permi 1997 Washington Slate Nonresidential .� , ,. Checklist . ENV -CHK Energy Code Compliance Forms Stet Edition • June 1998 Protect Address 10(42.5- rt475/2-0/1-A-1.-1 1 'Date . The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS Sections 1301 -1314 cope Ineon one spaces i•en I ie• on p ans i a ow - • 1302 Space heat type 'Electric y.■ no resistance y.■ no Other Indicate on plans that electnc resistance heat is not allowed y.. no 1310.2 Semi - heated spaces Semi- heated spaces identified on plans it allowed _ 1311 Insulation y■ no n.a. 1311.1 Insul. installation Indicate densities and clearances g l ip no n.a. 'cm cei ng ins . n• ca a - -va ue on roo se ions or a' cs an• o er roo s; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts � ' y.■ no n.a. . "a insu a Ion n•ica a - -va ue on wa se ions; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; yes no (n.at �/ 1311.4 floor insulation Indicate R -value on boor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents no n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected ' a. y.■ no a' 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; , Indicate slab Insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official you no n.a. 1312 Glazing and doors Provide calculation of glazing area (including vertical and overhead) as percent of gross wall area y■ no n.a. 1312.1 U- factors indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings yea no n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control ' y.. no n.a. 1313.1 Vapor retarders indicate vapor retarders on warm side A , -7 ao n.a.' 1313.2 Root/ceiling vap.ret. Indicate vapor retarder on root section; Indicate vap. retard. with sealed seams for non -wood struc. A ' 7 y n.•. 1313.3 Wall retarder Indicate vapor retarder on wall section no n.a. 1313.4 Hoor vapor retarder Indicate vapor retarder on floor section / 1 ,'4 s no EA 1313.5 Crawl space vap. ref. indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage . yu no n.a. 1314.1 Bldg. envel, sealing indicate sealing, caulking, gasketing, and weatherstnpping y■ no n.a. 1314.2 Glazing/door sealing indicate weatherstripping y■ no n a?,S 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) you no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 199 Vashington State Nonresidential Energy Code nce Form no is circled for any question, provide explanation: Z ~ W re 6 2 00 C) W = CO u_ WO 2 J ? . co d W Z = I— O Z I— W W U O - 0H W H 0 . I I' O Z W U= O~ Z Building Permit Pis Checklist ENV -CHK 1997 Wash * - In State Nonresidential Ener Washington Slats Nonresidential Energy Code Compliance Forms Envelope - General Requirements 1311 I ns ulatio n 1311.1 Installation Requirements: Al insulation materials shal be installed accorcing to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the tul component area to the intended R- value. 1311.2 Roof/Calling Insulation: Open -down or poured loose - fit insulation may be used in attic spaces where the slope of the ceiling is nat more than 3/12 and there is at least thirty inches of dear distance from the top of the bottom chord of the truss or ceiling joist.to the underside of the sheathing at the roof ridge. When save vents are instated, bailing of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the rod /ceiling assembly shell be insulated in a location other than directly on the suspended ceiing. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced bait insulation shall be face stapled. Above grade exterior insulation shall be, protected. 1311.4 Floor Insulation: Floor insulation shal be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty-four inches on center. Installed insulation shall not dock the airflow through foundation vents. 1311.5 Slab -On -Grade Floor. Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostiine, whichever is greater. Above grade insulation shall be protected. ExeeptIon: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -ex inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such Insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas contrd system is provided below the radiant floor, which results in • increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sib-floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U-Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shal be based on the Residential or the Nonresidential Model Size. Code Com • Ili' -+ Form Prsl Edition • June 1998 Product samples used for U- factor determinations shall be production ine wits or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 13122 Solar Heat Galn Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided wkh a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shat extend to the foundation wail. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half ' inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and doorframes, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, o weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating condtioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. 11 1: OG■" • 2: OG■ 3: VG= 4: 5: 6: I .'. Envelope SHGC : iculations Climate ne 1 • II 1907 Washington State Nonresidentrsl Energy Cods Compliance Fonts Glazing List components by assembly 1D & page # Plan 10: Plan ID: Plan 10: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Proposed SHGC SHGC x Area (A) = SHGC x A i Target SHGC SHGC x Area (A) = SHGC x A 'Note: Manufacturers SC may be used In lieu of Totals For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A Target Area Adjustment Calculations If the t � tl9t{4 � then this blifallaiitFt ig lc version. � °n Iedi o 'a" " I�P� � �c�� a bo 'am 'di�e 13-2, ro clii anyw h ere l ed' � e talcu ions. Glazing Area Opaque Area Gross Exterior Wall Area 17: Roofs over Attics Other Roofs Watlal Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) 1 X 1 1+ 1 100 1 7: Target OG Area in Roofs over Attic 1: a lesser (circle) 7: Proposed Opaque Area 4: 5: Proposed Opaque Area 16: IMMO OMB + Max OG Remaining s'd - r, t (8 Proposed OG Area Target OG Areal 1: 2: Total Target OG Area (sum 110 + #11) Proposed VG Area 13: Maximum Target Glazing Area nrn 1- Target OG Area in Other Roofs 2: a lesser (circle) 8: 10 11 Target VG Area 19: Totals Target VG Area Target Opaque Area .1 14 : :.::::::::: : :: <: : : » : : :: :: Target Opaque Area 1 Note: If there is more than one type of w all, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. ENV -SHGC First Edition - June 1006 Note: OG a overhead glazing VG a vertical glazing For Target Ws, circle and use the lesser values both here end below. Target values 971401 tplt+ap14A h/6alrtaiseirim ihectipplitsaliAliTatteTiWaletteltooldbalations thetltottberage of this form. Targerifilil tmillfaiiibtall Of•ier eurtftlle" POIlaltlegfiltable fAectotaINGtOsiauWiove ;above. C7v,:i?;'nti U=nQ:A All Insulation installed? Opaque VVal R -11 Masonry wall (lnt U-0.19 Masonry walls (other) U-0.25 Below grade walls (ext) R -10 Below grader wall (attic) R-11 Roofs over tics R-30 All other ro ft R -21 Floors aver unoond.sp. R -19 Slabson -grade RAO Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Mat? Glazing Vat OH Area % U U SHGC 00-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15.20% 0.65 1.30 0.80 20.25% 0.60 1.30 0.65 Al Insulation Installed? Opaque VVals R -11 Below grade wells (ext) R -10 Be low grade wells (aster) R -11 Roos over attics •• R30 All other rocs R -21 Floors over unoond.sp. R -19 Slabs n -grade �. RAO Radiant Boom R -10 Opaque doom U-0.60 Glazing Criteria Met? Glazing Vert OH Aree % U U SHGC 00.15% 0.90 145 1.00 15-20% 0.75 1.40 1.00 20.30% 0.60 130 0.65 30-40% 0.50 1.25 0.45 AU Insulation Installed? Opaque Wals RA9 Masonry walls (int) U-0.19 Masonry walls (other) U-0.25 Below grade walls (ext) RAO Below grade walls (othr) R -19 Roos over attics R38 All other roofs R30 Ross over unoond. R-30 Slabs-on-grade R -10 Radiant floss R -10 Opaque doom U-0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SMGC 00-20% 0.40 0.80 1.00 AU Insulation Installed? Opaque Wats R -19 Below grade walls (eft) R -10 Below grade walls (otter) R -19 Rods aver aria R38 All other rears R-30 Floors over uncond. R30 Slabs-on -grade R-10 Radiant floors RA0 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert 01-I Area % U U SHGC 00-20% 0.40 0.80 1.00 1997 Washington State Nonresidential Energy Coda Compliance Forms •• k '"� "' a - Da re d I -r. Envelope Summ . (oack) Climate Zo us Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determin rig building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) Al lo e Path Alowed r _ ENV -SUM First Edition • June 1998 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system induding baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 WIR of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. 1: ^� Washin 'ton State Nonresidential Enerq Code Cr • fiance Form Envelope UA Ca... ions Climate Zone . 1997 Washington Stab Nonnntdennel Energy Code Compliance Forms ENV -UA Totals Project Address Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option I .? c m > c� Proposed UA U- factor x Area (A) = UA (U x A) N m (9 a a r 0l 0 0 cg O o a O o 8 0 .c o 6 c2 Building Component List components by assembly ID & page # U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID; U= Plan ID: 1 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: " Note: Sum of Target Areas here should eq R= Plan ID: R= Plan ID: • R= Plan ID: R= Plan ID: " Note: If Insulated to levels required for opa R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: r ual Target Opaque Wall Area (see back) qua walls, Ilst above with opaque walls i Date For Building Department Use Target UA U- factor x Area (A) = UA (U x A) ntaltijjiief` : Q 5tl 1 <for Ccr !M . Ya i For compliance: Totals First Edition • June 1198 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. �'.. k'S8 'k..,. Fan Equipment Schedule Equip. ID Brand Name' Model No.' • CFM SP' HP /BHP Flow Control Location of Service Location Applicant Name: I ej j A A Applicant Address: y C 01 A ' 1 lt' 7 ,-- 1 BIVi Applicant Phone: 1 2.0 ') 67- B ! 2 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV3 Location Applicant Name: I ej j A A Applicant Address: y C 01 A ' 1 lt' 7 ,-- 1 BIVi Applicant Phone: 1 2.0 ') 67- B ! 2 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency' Applicant Name: I ej j A A Applicant Address: y C 01 A ' 1 lt' 7 ,-- 1 BIVi Applicant Phone: 1 2.0 ') 67- B ! 2 Project Info Project Address /' ot.p5 i J. p uGca�? C-, 11-50 Date _ , 10 Z5 It-fr7w(t, 4r2 fA up , u ; For Building Dept. Use Applicant Name: I ej j A A Applicant Address: y C 01 A ' 1 lt' 7 ,-- 1 BIVi Applicant Phone: 1 2.0 ') 67- B ! 2 199 i. t shington State Nonresidential Energy Code f'.:mpliance Form Mechanical Suni.n ., MECH -SUM 1997 Washington State Nonresidential Energy Coda Compliance Forms Project Description Briefly describe mechanical system type and features. Po cA GGS - ry i cHn, viPhgt 1 7 A/ I / Gt-vp r 7'I-r, P Ito J, cr Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) The following information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Equipment Schedules 'If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. ° If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. S Flow control types: VAV, constant volume, or variable speed. ti k`itAf xi" a rC • first Edition • June 19911 ? ; s,4",,Vf System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? C3 Economizer included? ❑ <54,000 Btuh or 1900 cfm? If Heating Only: ❑ <5000 dm? ❑ <70% outside air? 1997 Was .an State Nonresidential Energy.Code Comp Form Mechanical Sum " (back) 1997 Washington state Nonresidential Energy Code Compliance Form. Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type <70% OA : 1 4 . .. all onstant olume? r Cooled? or Cooling Only <54,000 Btu 1900 dm Split stem? 84,000 Btu 2800 dm Use Complex Reference System Sec. 1430 Heating Only no ackage yes stem no C Reference Sec. 1423 tiot npl a System Al lowed I Reference Sec. 1420 ■ yes no MECH -SUNIV1 Rd Edition • June 1994 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. ,r ;alxai<u .;tt Mechanical - Coin • x Systems Checklist" MECH -COMP 1997 Washington Slate Nonreeldemlal Energy Cod. Compliance Forms Fret Edition • June 1998 Project Address Date � The following additional Information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this Information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (circle) Code Section Component - Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yea no n.a. 1431.1 Field assem. sys. Provide calculations 1432 ' Controls y.. no n.a. 1432.1 Setback & shut -off indicate separate systems or show isolation devices on plans 1432.2 temp. reset control ' y.■ no n.a.' 1432.2.1 Air systems Indicate automatic reset y.■ no n.a. 1432.2.2 Hydronic systems Indicate automatic reset y.m no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption y.■ no n.a: 1434 Separate air sys. indicate separate systems on plans y.■ no n.a. 1435 Simul. hig. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yam no n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations y.. no n.a. 1437 'Elec. motor efflc. MECH - MO for Equip. Schedule with hp, rpm, efficiency yea no n.a. 1438 Variable flow sys. indicate variable flow on fan and pump schedules If "no" is circled for a ny auestion. provide explanation: . 199 1,,ij ton State Nonresidential Energy Codee . �n 1 ce Form Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 Hot Water Supply Temperature Rex Controls Required Start Here Section 1411.1 Equipment Perf. Shall Meet Tables 14 -1 through 14 -: Capacity of Heating System Greater Than 600,000 Stub? Feld• Amembied Equipment Air System Serving Multiple Zones Section 1431.1 Calculations of ► Total On -site Etter Input & Output Required Section 1432.2.: Supply Air Reset Controls Required (continued on back) MECH -COM 1997 Wash' ''Pon State Nonresidential Energ Code CompII' ' Form Mechanical - C piex Systems (back) fp 1997 Washington State Nonresidential Energy Code Compilsnco Forms caul kg Capacity> 20,000 Supply Air> 5000 CPjrf & Outaide Air > 70Si? > 223,000 atuh Capacity? VAV System? Sadao 1411A Mug be Had Pump Nun•Bestric Ya V Section 1433 AirS We Economizer Requital Medea 1435 Pan Powered Tetminel Unist Requital Sadao 1412,5 Modulating or Staged Combustion • Commie Requital Section 14311 Variable Raw Devi ma Requital Sadao 1435 Simuhanehua Hating & Cooling Prohibited Sedan 1437 Mutura Mart Mast F./Wendt. in Table 14-4 Nu Nu (continued from front) e Flat Edition • June 1 t • 0 ° W; W =,: J H: W O f) = _ t =? Z I- :O N2, :W L1,10 U 1— — 0- -- OF- • Z t'rojeCI Aaaress Date i Complete the following for all design A & B squirrel-cage, T frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of th s exceptions below applies). For Building Department Use Motor No. or Location HP Type (open or closed) Description of Application or Use Synch. Speed Min,Nom. Full Toad Efficiency • Minimum Nominal Full Load Efficiency Open Motors Closed Motors Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already Included In the efficiency requirements for HVAC equipment (Tables 14-1 or 14-2) . • • 3. Motors that are an Integral part (I.e. not easily removed and replaced of specialized process equipment (I.e. equipment which requires a special motor, such as an explosion -proof motor). 4, Motors integral to a listed piece of equipment • for which no qualifying motor has been approved (i.e. if the only U.L listing for the equipment is with a less -efficient motor and there is no energy- effident motor option). For motors claiming an exception, list motor and note which exception applies. Synchronous Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 HP Efficiency ( %) Efficiency ( %) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 825 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87,5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88 5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91,0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 924 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 . 93.0 93.0 91.7 93.0 93.0 50 92.4 83 0 93 0 92.4 93.0 93 0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.8 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 19. 7 ashin • ton State Nonresidential Ener • Cod Electric Motors MECH -MOT Washington State Nonresidential Energy Code Compliance Forms a „(,ance Form First Edition • June 1998 r�na w R 3t .44 Mechanical Permi w ans Checklist MECH -CHK 1997 Washington State Nonresidential Energy Cods Compliance Forms First Edition • Jun. 19111 Protect Address `Date .. , The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (circle) Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Eqpmt performance y.. no n. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency y.a no n. 1411.1 Pkg. elec. Mg. & clg. List heat pumps on schedule 1412 HVAC controls y.. no a.a. 1412.1 Temperature zones Indicate locations on plans yea no a.a. 1412.2 Deadband control Indicate 5 degree deadband minimum y.s ao n.a. 1412.3 Humidity control Indicate humidistat Yea no a.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 ditt. day types yea no n.•. 1412.4.1 Dampers Indicate damper location and automatic controls yes no n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yea no a.a. 1412.6 Combustion htg. Indicate modulating or staged control y.s no n.a. 1412.7 Balancing Indicate balancing features on plans , yea ao n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yea no n.a. 1423 Economizers Equipment schedule 1413 • Air economizers y.s ao a.a. 1413.1 Operation Indicate 100% capability on schedule y.s no n.a. 1413.2 Control Indicate controls able to evaluate outside air Yea no n.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yaw no n.a. 1414.1 Duct sealing , Indicate sealing necessary yea no A.S. 1414.2 Duct insulation Indicate R -value of insulation on duct y.s no n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping y.s ao n.a. 1424 Separate air sys. Indicate separate systems on plans yea no Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HE TING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water Mg. y.s no a. a. 1441 Elec. water heater Indicate R -10 insulation under tank y.w ao n.a. 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools yea no a.a. 1452 (reserved) yea no a.a. 1453 Pod heater controls Indicate switch and 65 degree control y.s ao a.a. 1454 Pool covers Indicate vapor retardant cover yes no n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 1997 W on State Nonresidential Energy Code Complla - sForm o" Is circled for any question, provide explanation: Ilentusteset •.nrcw,w�n.. w.kvw.+v.•.. .: vm. 19 Washin ton State Nonresidential Ener• Code f - m.Iiarice Form • Mechanical Perh.1t Ins Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Rut Edition • June 1990 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not lass than the values shown In Table 14-1 through 14-3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures endst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function d providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic control responding to temperature withh the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Noseband Controls: When used to contrd both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at leant 5 degrees Fwithin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements whore deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if In the proposed building energy anaysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If asystem Is equipped with a means for adding moisture, a humidlstat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic control shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,626 Btu/h) or less may be controlled by readiy accessible manual off-hour controls. 14124.1 Dampen: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close . automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal include microprroessor controls that mkt Imize supplemental heat usage during start -up, set -up, and defrost conditions. These controls shall anticipate need far heat and use compression heating as the first stage d heat. Control shall Indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shal have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shal have a means far balancing, including but nct limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Alr Economizers 1413.1 Operation: Air economizers shal be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need far mechanical cooling. 1413.2 Control: Alr economizers shall be controlled by a control system capable d determining if outside air can meet part or al of the buiding's cooing bads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is requited to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simulaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coil. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent d sealing required is as folows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 lnsuletIon: Ducts and plenums that are constructed and function as part of the buidhg envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air dud runs are considered building envelope unti they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air duds meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shal bethermaly insulated per Table 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. • 3. Exposed ductwork within a space that serves that space on y. 1415 Piping Systems 1415.1 Insulation: Piping shat be thermaly Insulated In accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAG 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPM ENT) 1421 System Type: To quaify as a simple system, systems shall be one of the folbwing: 1. Alr cooled, constant volume packaged equipment, which provide heating, cooling err both, and require only external connedion to duct work and energy services. 2. Air cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply d less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements In Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simultaneously to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be installed on single package unitary fan-cooing units having a supply capacty d greater than 1,900 dm or a total coding capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shal not exceed 240,000 Btu/h per ouilding, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate AJr Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. Z • 6 6 JU O O W • w J i-- N W O 2 LL - H = ZF. I- O Z W • 0 U O s O I-- W W. 0 LL O W Z C.) CI) 1- _ O ~ Z EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 19 Washin ton State Nonresidential Ener• Code f - m.Iiarice Form • Mechanical Perh.1t Ins Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Rut Edition • June 1990 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not lass than the values shown In Table 14-1 through 14-3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures endst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function d providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic control responding to temperature withh the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Noseband Controls: When used to contrd both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at leant 5 degrees Fwithin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements whore deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if In the proposed building energy anaysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If asystem Is equipped with a means for adding moisture, a humidlstat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic control shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,626 Btu/h) or less may be controlled by readiy accessible manual off-hour controls. 14124.1 Dampen: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close . automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal include microprroessor controls that mkt Imize supplemental heat usage during start -up, set -up, and defrost conditions. These controls shall anticipate need far heat and use compression heating as the first stage d heat. Control shall Indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shal have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shal have a means far balancing, including but nct limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Alr Economizers 1413.1 Operation: Air economizers shal be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need far mechanical cooling. 1413.2 Control: Alr economizers shall be controlled by a control system capable d determining if outside air can meet part or al of the buiding's cooing bads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is requited to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simulaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coil. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent d sealing required is as folows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 lnsuletIon: Ducts and plenums that are constructed and function as part of the buidhg envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air dud runs are considered building envelope unti they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air duds meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shal bethermaly insulated per Table 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. • 3. Exposed ductwork within a space that serves that space on y. 1415 Piping Systems 1415.1 Insulation: Piping shat be thermaly Insulated In accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAG 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPM ENT) 1421 System Type: To quaify as a simple system, systems shall be one of the folbwing: 1. Alr cooled, constant volume packaged equipment, which provide heating, cooling err both, and require only external connedion to duct work and energy services. 2. Air cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply d less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements In Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simultaneously to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be installed on single package unitary fan-cooing units having a supply capacty d greater than 1,900 dm or a total coding capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shal not exceed 240,000 Btu/h per ouilding, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate AJr Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. Z • 6 6 JU O O W • w J i-- N W O 2 LL - H = ZF. I- O Z W • 0 U O s O I-- W W. 0 LL O W Z C.) CI) 1- _ O ~ Z Project Info Project Address ! 0 F m 1 1 V 6057 � 14 ja Date 6. 2:2 „ m 0 ` Z5 XtATaL l,4f -I A(10-4 Ue For Building Department Use 1- wu 11-A- l,c// - q 131 8g Applicant Name: -/ w/r Lis. / I .2 Applicant Address: 201 t tri, q61 j 4 Applicant Phone: (1 c v - f :37 II Location (floor /room no.) . Occupancy Description Allowed Watts per ft " Area in ft Mowed x Area Covered Parking 0.2 W/11 Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft r • 7.5 W/If Nate: for building exterior. choose either the facade area or the perimeter method. but not both) Total Allowed Watts Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W/11 Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft , Bldg. (by perim) 7.5 W/If Nate: for building exterior. choose either the facade area or the perimeter method. but not both) Total Allowed Watts Location Description Allowed Watts per tt or per if Area in tt2 (or if for perimeter) Allowed Watts x ft2 (or x It) Covered Parking 0.2 W/11 Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft , Bldg. (by perim) 7.5 W/If Nate: for building exterior. choose either the facade area or the perimeter method. but not both) Total Allowed Watts LTG -SUI, Lighting Summary ia 1997 V'• 1997 Wastinglon Stale Nonresidential Energy Code Compliance Forms Project Description 1 New Building 741 Addition Compliance Option Alteration Exceptions (check appropriate box) 1 ton State Nonresidential Ener•y Code Con `- ' - ',Form A PrescriCtive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) ❑ No changes are being made to the lighting ass than 60% of the fixtures are new, and installed lighting wattage is not being increased • Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Inter) default table in the NREC Technical Reference Manual may also be used. " From Table 15-1 (over) - document all exceptions taken from footnotes Proposed Lighting Wattage (Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Interior Alteration Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Allowed Watts Total Proposed Watts F1ret Edition • June 1998 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed Use LPA' (Witt Use' LPA' (Witt') Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 . Barber shops, beauty shops 2 Atria (atriums) 1 H otel banquet /conference /exhibition h all'' 4 2 Assembly spaces ° , auditoriums, gym nasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Reslaurantsrbars 1 Cafeterias, fast food establishments 1.5 R etail A' 1 Factories, workshops, handling areas 1.5 RetailB Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 W arehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages fi lionon1iJa W holesale stores (pallet rack shelving) 1.5 Mall concourses ' 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings,officeladminlstrative areas In facilities of other use types (Including but not limited to schools, hospitals, Institutions, museums, banks, churches) • 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers Other Qualification Checklist Note: If occupancy type le 'Other' and fixture answer is checked, the number of fixtures in the space not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: Chedc here 11 at bast 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts PIONNOMMIIMINOMEMMTPettriormms... Lighting Summar • ack) LTG -SUM 1997 Washington State Nonresidential Energy Cods Compliance Forms 1997 ashington State Nonresidential Energy Coda ?"mpl,,,,' ,once Form Pr Edition • June 1998 Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit PowerAllowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2.. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room maybe increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light PowerAllowance far assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used far usable office floe( area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as heroin defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. Fcc both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt • Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, fcc computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. ,.•,.. n, .,,.,. Lighting Permit P s Checklist LTG -CHK 1rrn7 Wuringbn Slats Nonresidential Energy Cow Compliance Forms Fleet Edition •June 190! Project Address _ Date The following Information Is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) r•• no n••• 1513.1 Local control/access Schedule with type, indicate locations r•• an s••• 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, Indicate locations y SO A. a. vertical glazing Indicate vertical glazing on plans yes no a.a. overhead glazing Indicate overhead glazing on plans r.s ao a••• 1513.4 Display /exhib/special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location ram no n. a. (a) timer w /backup Indicate location yes SO S.A. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location y.• nn 0••• 1513.6.1 (a) occup. sensors Schedule with type and locations . r.• nn a••• 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520 -22 or 1530-32) yes no Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC MOTORS (Section 1511 yes no a.a. IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I 11 "no" Is circled for any question, provide explanation: 1997 a ;;jt State Nonresidential Energy Code Corar`ys~orm 199 " do • ton State Nonresidential Energy Code • 1 1 • 1 • i 1 - ! • • 11 - 1 1997 WuMnglon eta. tnlremwt� Cods Compllancs Forms Adjusted Lighting Power Allowances (Interior) " From Table 15-1 based on exceptions listed in footnotes lance Form Date Use this form II you as clefrning any ceiling height adjustments for your Lighting Power Allowances for interior lighting, The Occupancy Desalpeton shadd agree tMth the °Use' listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the ae;usdmarlt is based. The Adjusted LPA Is calculated from this number and from the Allowed Watts per square foot. Carry the AdJlusled LPA to the corresponding 'Allowed Watts per ft'' location on LTG-SUM. First Edttlon • Jun• 1991 Project Address Location (Ioodroom no.) Occupancy Description Allowed Watts per ft " Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft' ,o'o; ., v . ; ir *:"•w°YA4.`.ry i LTG -CHK 1997 Waste(' - 4n State Nonresidential Ener Lighting Permit s Checklist 1997 Washington SW Nonnmiclantlal Energy Cods Compllenos Forms Lighting - General Requirements 1513 Lighting Controls 1513.1 Load Control and Acceedbility: Each space, endoeed by wall s or ceiling-height partitions, shall be provided with lighing contras located within that space. The lighting controls, whether one or morel shall be capable of turning off all lights within the space. The ca ttrois shall be really accessble, at the poirt of entry/exit, to personnel occupying or using the space. Exceptions: The fdlowing lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as awhde. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the indiuduai swtches retain their capatility to function independently. Circuit treakers may not be used as the sole means d switching. . Exceptions: 1. Industrial or manufacturing process areas, as may be required forproduction. 2. Areas less than live percent of the building footprint forfootprirts over 100,000 ft • 15133 Daylight Zone Control: M dayUghted zones, as defined in Chapter 12, both under overhead glaring and adjacent to vertical glazing, shall be provided with indvidual contras, ordaylight- oroccupant-sensing automatic controls, which control the lights independent of general area I ghting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All dsplay, a hibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls` Exterior. Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocel . Automatic time switches shall also have Code Con Form Snit Edition • June 19911 program back -up capabilities, wtich prevent the loss of program and time setings for at least 10 hours, if power's interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildngs greater than 25,000 ft and all school classrooms shaU be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Attomatic contrds may be an occupancy sensor, time switch, a other device capable of automatically shutting off Ighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switchng for industrial or manufacturing process tadiities as may be required for production. 15135.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the ligtts in an area no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day crook and be capable of being set for7 different day types per week and incorporate an automatic holiday 'shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readiyaccessble; b. is located so that a person using the device can see the lights or the areas cortrotled by the switch, or so that tts area being illuminated is annunciated; c. is manually operated; d. alows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an aeanot exceeding 5,000ft 5 percent of footprint forfootprirts over 100,0001e, whicheveris greater. Z Z ` c4 QQ 2 : J U CO u.1 = : W` W 0 lL j to z 0 I— W .. Z t I— 0' Z W W ` ct 0 1- LLJ W I U r ) • r Z (1) O ~' Z SEP -05 -2001 WED 03:23 PM CG ENC ;AVERING ' (( f; �.:, ; ,FAX .NO. 425 7784536 I j P. 02/03 q`! et/141/°1 PFtOe+ . � l f 0/107/40 2 i#5T4 / /ice • . /N P / sr 6 477 ;. , • � 0 , *1 J 40,14710A p r Via / N• �,*qr G /' l.O 46; G�j L�i�C�• 3 41117 4P : F. 97 61,-/ I I fouID/ 90• -Z2yPPP■el1" i J 65V74J !s ! S N s74.x ; 71 . Cat: , 60140 P 1, Is 1(p gX (.71114Ca witt,L . cq.► p1 cry. Wow i Fi' -0 1 /N 05114AT1 D LL I .151 1. RECEIVE • SEP - 5 2001 BUILDING ' DEPARTMENT emj P , 1 , ' , { , : «_�, .� !� o< �3.�e.J ,fir Lea. r !� • . , 1 . " ' /6 P ' : :ei r s r- lisr : I LP.1 1 1 .4 i 1 - ! 1* . . I VExritMS 09/05/2003: j ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA98020 Description Project Th 6a..iog F .J IJU6c.. (041140 By/+ f . ! Date /...J/ Checked ter' Date Scale Job No. /071, 11 Sheet No. z W JU 00 0 CO ILI W = 1- N LL. w w • a = w Z F. ZI- W U � o I W W . Hr- l.; • Z 0 SEP -05 -2001 WED 02:54 PM CG EN' ° Nom - s jA - V010 sliN c-4 ENGINEERING 250 4th Ave. South Suite 200 Edmunds, WA 98020 Description 404, P tau /go / 644'/ $ 'T c wAu -p, MiN wIA174 of PTO I QP f'-o 1 pl gG40 11J v�S 11'�i4T/ a-J Nb U sk ,a r-Tt , E&-•(...00.) 6x/sr. C ec7Dt, Ga. In Lt_ TOP AL-- - 5014711 AX : NO 425 7'1,P. 5536 A A 6 1r e /V5¢4, c6-14 � . GJ/ 5A.1,4. b e ce..t rro U s pAc4 A26i 4v/sr, B if , / (Ake_ 6" µ ,0,1c4, 2ts �. a 9� r 1,1- • 1 was i 4 Mtav t sxisrs. . WALL SEP 5 2001 s'�47( 3 BuhLDING (DEPARTMENT P. 03 RECEIVED 47 4" t 2" wtK 76 ce-- I y1O �r to � fro i u WIA� x 6r& La14o -Ib 7fifek.wf() 4M mss, r76. or - f *) CoUJM ,J, RBI~ -v Pit. eL -) . WA-- a 5 % ii a acs I 1 0 P"Jcc' Go(4 -J 67cl ens ,,4o Checked Scala lob No. Dote Date Shea No. ri; 'r�T AY.Llt 455 pttfaiiWIrI:{*.S tt SEP -05 -2001 WED 02x54 PM CG mlINEERING ENGINEERING To: Pride General Contracting, Inc From: Greg A. Guillen, PE CC: Terry Williams, ThieneslWilliams Architects Date: September 4, 2001 FAX N0, 425 778 5536 Design Clarification Memo Golden Nuggett Casino Remodel Project No. 1071,11 DCM No. 1 We visited the construction site on August, 28 2001, to observe differing field conditions from the structural drawings. The two new 6 x 6 posts will need to continue down through the existing wood floor framing system and be supported by a new concrete footing per the drawings. This new foundation may be placed partially upon an existing continuous wall footing and the existing bearing soil. Thicken the portion of the footing to be placed upon the soil as necessary. The new 6 x 6 columns will need to be blocked and nailed into the existing floor framing system for lateral support. The south 5 % x 7 PSL. column will bear on a short existing continuous wall section as detailed in SK-1, submitted with this DCM. slw VED SEP -- 5 2001 BUILDING DEPARTMENT EXPIRES 091051200& P. 02 260 4 111 Ave. South, Suite 200, Edmonds, WA 98020 Office: 425.770.8500 Fa,c 425.778.5536 July 30, 2001 Dear Mr. Williams: Brenda Holt Permit Coordinator encl xc: File No. D01-189 Terry Williams 3201 First Avenue S, Suite 209 Seattle, WA 98134 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D01-189 Golden Nugget 14025 Interurban Avenue S Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. Al! correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department, and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PERMIT NO.: - DO t - E5ct BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Resteel ❑ ,00095 Footing Drains 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ f 00350 Crawl Space 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 0500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 50610 Chimney Installation/All Types 00700 Framing p 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ ,0080 Exterior Roof Insulation 00803 Glazing Inspection ❑ 50815 Lighting and Controls 900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ fi 1400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 040 1 1 Special- Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 01 DEN CONDITIONS • 001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site -016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ )076 All structural masonry shall be special inspected • 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit • 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 9 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 41 Ventilation is required for all new rooms & spaces 0 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: 7- a7- zoo Date: 1 ) -42/0 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: June 28, 2001 APPLICANT: Silver Dollar Casino RE: Golden Nugget Tenant Improvements (D01-189) ADDRESS: 14025 Interurban Avenue Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206-431-3663. We have reviewed your submittal dated June 25, 2001. 1. You have proposed 8 parking stalls to be located along the rear of the building, dimensioned at 9 feet wide and 18 feet long. Per TMC 18.56.040, stalls that are 90° and 9 feet wide must be 19 feet in length. Please revise the plans accordingly. PLEASE NOTE: This permit application does not cover exterior signage. We are enclosing a copy of the sign code and sign permit applications for your reference. Please contact Minnie Dhaliwal, Associate Planner at 206-431-3685 regarding permit requirements. cc: Minnie Dhaliwal Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D01 -189 PROJECT NAME: GOLDEN NUGGET DATE: 8 -6 -01 SITE ADDRESS: 14025 INTERURBAN AVE S SUITE # Original Plan Submittal Response to Incomplete Letter # __X Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved n \PRROUTE.DOC 5/99 n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: n 2 Planning ivision YU(L g-1-0( Permit Coordinator DUE DATE: 8-7-01 Incomplete n Not Applicable DATE: DUE DATE 9 -4 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -189 DATE: 06 -25 -01 PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Bull Division Public Works &M LA AUX. 1.1 0 -1, Complete Approved WRROUI[.DOC PLAN REVIEW /ROUTING SLIP Ixl APPROVALS OR CORRECTIONS: (ten days) Fire Prevention AZc l'tl -a ( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved n Approved with Conditions [ i Not Approved (attach comments) DAT pGf 1 7 REVIEWER'S IN TIALS: M9 VW Otrini CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division a. Me& 1c -a - °I Permit Coordinator • DUE DATE: 06 -26-01 Not Applicable No further Review Required [yr DATE: DUE DATE 07 -24 -01 DUE DATE Not Approved (attach comments) DATE: z Wiz re w 00 N O = w J • u_ w g< I d. I— w z w I- 0 O U - 2 O 1- W • W IL O - O I — z ACTIVITY NUMBER: D01 - 189 DATE: 8 - - PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE # Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route Incomplete n Structural Review Required REVIEWER'S INITIALS: 7 APPROVALS OR CORRECTIONS: (ten days) n n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator DUE DATE: 8-7-01 ►:3 n Not Applicable n Comments: No further Review Required DATE: — n DUE DATE 9 -4 -01 Approved n Approved with Conditions n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: e ra s� • ari tit" ACTIVITY: NUMBER D01 -189 •PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # DATE: 06 -25 -01 Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP m n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator n DUE DATE: 06-26-01 Complete P Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route Structur Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved wit CORRECTION DETERMINATION: Approved n �ndi ions Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: RROUII DOC WTI DUE DATE 07-24 -01 No further Review Required DATE: 4 - o r ZOO/ Not Approved (attach comments) DATE: 3-27-2z0( DUE DATE DATE: ACTIVITY NUMBER D01 -189 DATE: 06 -25 -01 PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved v 49 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: roved with Con CORRECTION DETERMINATION: Fire Prevention Structural Planning Division REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 06-26-01 Incomplete ri Not Applicable 51,0 No further Review Required DUE DATE 07 -24-01 Not Approved (attach comments) DATE: 1, \\ DUE DATE Approved with Conditions` I Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -189 DATE: 06 -25 -01 PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PLAN REVIEW /ROUTING SLIP n Complete n p �' Incomplete Comments: TUES /THURS ROUTING: Approved n Please Route ��'` Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: NKKOUII.000 Srrl Fire Prevention Structu Approved with Conditions Planning Division Permit Coordinator No further Review Required DATE: -a - O DUE DATE 07 -24 -01 DUE DATE: 06-26-01 Not Applicable n Approved with Conditions n Not Approved (attach comments) \rQ DATE: 1, - — 0/ DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -189 PROJECT NAME: GOLDEN NUGGET SITE ADDRESS: 14025 INTERURBAN AVE S SUITE NO: X. Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # AFTER Permit Is Issued DATE: 06 -25 -01 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: CJ TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Qtdi^/\ CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: TRROUlI.DOC 501 • PLAN REVIEW /ROUTING SLIP n Fire Prevention ri Planning Division Structural Incomplete ri Approved with Conditions DC. Permit Coordinator No further Review Required DATE: DUE DATE 07 -24-01 Not Approved (attach comments) DATE: - 77t0/0 n DUE DATE: 06-26-01 Not Applicable ri n z a _Z ~ w 6 00 LLI . WI N u_ w u_ Q z C� uj z � � z I 0 ON CI ,- = I- - . .• w 0 I- z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e/✓ D 1 Plan Check/Permit Number: DO 1 -189 0 Response to Incomplete Letter # ® Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: GOLDEN NUGGET Project Address: 14025 Interurban Avenue S r Sheet Number(s): At 4 - 14 "Cloud" or highlight all areas of revision including date of revision Entered in Sierra on Received at the City of Tukwila Permit Center by: J06/ -- ;; ? PERMIT CENTER 07/30/01 CITY OF TUKWII.A z CC JU U N 0 . w i 1 . N O w J ? . = w I--_ z � I— O z F- U 0. O N 0 I— w w. = U. H u' O Contact Person: Terry Williams Phone Number: 67 .. Z N 3 -873'3 w H �� itAti6 Summary of Revision: G'f{AV4 0/3 t'A z la 67-ALA., �RGm z e '7 ie ' 7 7 g/ n771u G.�0 /-/Auc- 1 &p r 'Mg . LL G ewa rN � 6 � 7716 7,a O f' G'6in�/a c'7 ‘-'7 dNrr�E 5 /T0" / = (&; I o r +e. . -ruc, o rn i3Eserz er srn c.c. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. 'DATE CCO1 PRIDEGC992JR 03/15/2002 EFFECTIVE DATE 04/19/2001 PRIDE GENERAL CONTRACTING INC PO:BOX 55 SOUTH CLE ELUM WA 98943 i i , nature • \ .vsi fsuet! h�, ;EI> \KTN•I[ NT L. \.Ett'R • • • ••■•• • : • • • • • • s • • *Vg„„.t. „ „ „ , . „„ , „ „ „ „ „ : . „. ffilimillll ®` Site Plan j ;e 40 4.Y 5 ec / ro of 9 N 88d 31'23'W / ti 1 1 Lot 1.1 � pedestrian walkway /striping 1 wide \ L'412 156.14' restripe existing parking lot as dimensioned 50 stalls total C.L 4GAs Ctrs OF - yu.t'w,EL existing curb cut s \ \ 2> exist 9' wide cone sidewalk new extruded cone curb on drive -side face of overhang posts FILE COPY See Entry Detail Plan for this area Sheet A -8 understand that the Ran Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any aeopted code or ordinance. P.eceipt of con- tractors copy of approved plans acknowledged. Date Permit No exist extruded concrete curb existing planter existing curb cut Legal Description Lots 9, 11, 12 and 13 of Block 8 Hillman's Seattle Garden Tracts located in Tukwila, King County, Washington, according to the plat thereof recorded in the records of King County, Washington Subject to any and all covenant, conditions, easements, restrictions, reservations and ecumbrances of record. Situated in the City of Tukwila, county of King, state of Washington Tax ID Number: 91 -166 -0161 General Notes 1. All work is to be done in accordance wwith the Uniform Building Code, 1997 Edition, Washington State Building Code chapters dealing with Barrier —Free accessibility, Washington State Energy Code, Uniform Plumbing Code and all applicable local codes and ordinances. 2. Existing building materials, details, dimensions shown in these documents are the best representation available. Contractor shall verify existing conditions and dimensions and notify Architect immediately of any discrepencies before proceeding with work. 3 Contractor shall be responsible for safety and security of the building and site during the construction period. Provide proper barriers, signs, etc as necessary to protect workmen, visitors and the general public. 4. Mechanical Contractor is to be responsible for the design and modifications to the existing HVAC system. This work shall include, but not be limited to, relocation of existing thermostats & existing HVAC grills, additional thermostats & HVAC grills, ductwork modifications and rebalancing of air volumes to achieve proper air distribution. Provide shop drawings and product cut sheets for review by Architect prior to starting work. Provide air balancing report prior to final project acceptance. 5. Electrical Contractor shall verify electrical capacity of existing electrical circuits and determine potentioal for additional electrical devices. Reuse existing circuits to the maximum extent possible. 6. Fire Alarm Contractor shall prepare plans for modifications and additoins to the existing fire alarm system and submit for approval by authority having jurisdiction. Proje t Site Vicinity Map owner: address: use zone: occupancy type: construction type: areas: architect: structural engineer general contractor mechanical contractor electrical contractor Project Data Silver Dollar Casino, Inc 14025 Interurban Avenue South Tukwila, WA 98168 RCMU A -3 V —N non — sprinklered gross building area: 4,437 sqft area remodeled: 2,387 sqft area of addition: 81 sqft Thienes /Williams Architects, PLLC 3201 1st Avenue South Suite 209 Seattle, Washington 98134 phone: (206) 623 -8733 FAX: (206) 623 — ? ? ?? CG Engineering 250 4th Avenue South Suite 200 Edmonds, Washington 98020 phone: (425) 778 -8500 FAX (425) 778 -5536 to be determined to be determined to be determined DO1-189 Sheet Index A -1 Site Plan: Project Data A -2 Floor Plan — Demolition A -3 Floor Plan — New Work A -4 Reflected Ceiling Plan Interior elevations A -5 Building Elevations A -6 Building Sections Canopy Section A -7 Partial Sections Partial Roof Plan Roof Details A -8 Building Entry Plan Finish Schedule Door Schedule A -9 Furnishings Plan s— 1 Construction Notes Structural Specifications S -2 Partial Floor Plan S -3 Partial Sections Foundation Details S -4 Framing Details E— 1 Electrical lighting, power & communications plan AUG 0 3 zoo o�RM1,�I? nFM-ER 06/22/2001 Permit Dwgs Qi 8/2/01 Changes per Tukwila Bldg Dept. A. line of overhang --- - - - - -- - - - - -- - -� - - -� - - -- face of siding face of siding cl of canopy posts remove existing lay -in ceding hi Gaming Rpom Salvage light fixtures, HVAC grills and other miss items for reuse face of siding A.6 remove existing exterior wall, foundation & door of vestibule remove exist cone floor slab & walk remove existing roof and canopy remove exist 4x4 wood post shore -up exist beam A.7 exist 4x4 canopy post exist 3-1/2"x5" wood beam N B 1 N r N 4A 5' -10" N remove existing walls to underside of roof trusses provide temp shoring remove exist 5 "xl0" deep glu -lam beam shore roof trusses as req'd r - - -- /� 1 1 r - - - / 1 ®" 1 \ 1 // 1 1 1 \ 1 / 1 j / // 1 / 1 / remove exist low 1 / / ceiling this area 1 1 1∎ remove exist - - -- I I 1 I ° 1 1 1 1 casework - - ruble exist floor 1 I _ i ; -' _, - sla I pr new footing 1 y i I. X I / \ iy -- r --I J i -I1 tf L /\ / \ I \_. _ _I -I / \ / \ / \ / \ / ■ / 1 bar 1 - 1 \ \ stor. Existing Bar i 1 v stor. re exist edge of concrete p edge of canopy remove cedar off existing can L___J Gaming Roo move ost ✓ N vement. y 68' -6 1/2" 42' -9" remov wall f 76' -4 1/2" e portion of exist )r new door / / / / / / move exist wall to 7'6" aff remove existing floor slab for new footing co 1 remove existing post r tt m shore roof beams as required 1 1 1 L - - -J remove exist walls, ceiling & valence shore soffit rim joists as required line of vinyl awning / exist refer box shore -up exist beam remove exist 4x4 wood', post / / / remove portion of existing canopy Existing Restaurant remove existing ceramic tile flooring remove exist walls to underside of gabled ceiling Existin \ I I Womens 1 1 11 1 V A I L\ I / Existing /i 1 I, it it- , - ' / SofpCpunt II II I 1 L J remove portions of existing overhang & exterior siding O 00 exist refrigerator box N i Existing Kitchen remove exist cone slab 000 00 0 L Existin StoragE p an 6" Sjrveillance Room 1 "`\ remove exist GWB \ ceiling these rooms 7 \ / \ / / \/ / /\ / remove exist exterior door P - -... i - I X and window 111 . / , 11 / \ left window iamb to remain 1 11 '\ - 1 / I 1 L— �' � \ 11 / . \ 11 ,- �, 11 / \ — 3 1 - - - - E - - - ' 1 \� '" — 1 /\ . -' L L _ _--_--- _ -i -i- 7 a I 1 4, L, % --- _I 1 i 1 1 - -1 >- "' .■ I 4 - 1 -i-" 1 • 1 I i 1 I J 1 1 remove existing 4x4 steel 1 1 tube 'columns & vinyl canopy d -j 9 1 9 1 L D01 -189 o ' OF TU D CITY R OF TUICIVILA AUG o 3 2101 O • o .4 O a: • So • N 6 0 • or tit E F a ° 0 • Cn Ct — I bi) ai 5 a F. N ' - 0 r ) �r t�1 0 06/22/2001 Permit Dwgs Notes: 1. See "S" sheets for details on new foundations, posts, beams and headers. 2. Unless otherwise noted, all new partitions are 2x4 wood studs with 5/8" gypsum wall board on both sides. face of siding 0 face of siding cl of canopy posts face of siding new 2x6 stud wall with 5/8" GWB on interior face match exterior siding edge of ceramic tile use metal edge new anodized 0 extend canopy beyond corner support exist beam on new wall exist 4x4 canopy post exist 3- 1/2 "x5" wood beam 0 4' -10" III II I1I 1 11 9' -0" Pull Tabs 5' -10" Fsa extend partitions to 10' AFF brace to roof structure new support post furr out wall new post & footing in same location as existing furr out & cover with 5/8" GWB align face _ ___ T11— bar stor. 0 new 2x6 studs see S -2 I 11 1/4" r� edge of concrete p lvement edge of canopy -I - L---J 68' -6 1/2" 42' -9" new 6 -3/4 x 13 -1/2 bea supporting roof trusses new 3 -1/8 x 9 beam supporting upper wall 1' -0" 0 T►t' _ _._ TAT .. —1 � L 76' -4 1/2" Existing Bar line of vinyl awning line of overhang L new e -rgency exit door (no work) Games Room ■■ ■ ■BB•■■ • ___■ IB■IB ■B■■■ I■..��r B■■■■■■■■ MINIM I•■ •■•■iii■ 1■■■ ■B■ IM■■■■ ■■i■■ 111M■■ I ■B ■ ■■■■■■ ■\ :! liiiil ■ ■ ■ •■■ ■■■E■ i■■11B•■■■■■ ■■■■■ C'-'!1Blu ■M■EMB■ ' ■■iii 111■1l ■BMMME IMBIBE lIi=11 1IMMMEE ' MIME iiiiii■■MMMB 11•1111111111 ■■■iiii••i.M••ii M■■■■ ■I ■■■■■BB■■ ■■■■1BI•■MBBIi. ■1 ■■■■■■■E■u■■■iu•1 NEWS --- - - - i ii ■Iu NEW711 ■EM■ ■■BB■■1 B ■IBM •1 iiihu*I MENEM M■EE■E E■E■E■ MUM � �i ;��1 minnow ■ ■■E s 1111 limann■EEBMM■IIB■Ei ME' MEN I M1.1iNI BEIM WHIM MINIM M» % ■M■IE■fr, ■■B ■■B ■■1 ■ ■■MBBBEE ■B■ 1Bi■ i new 2x6 studs, 42" high railing new post & footing center on exist wall furr out & cover with 5/8" GWB edge of ceramic tile use metal edge 42" high railing new post & footing furr out & cover with 5/8" GWB cl neosts align face with to ceiling soffit 19' -0" 42" high railing 9 1/0' 0 L- I r L v relocate exist entry doo exist refer box secure '.exist canopy p beam with hanger edge of roof overhang 0 fa 4' -6" Existing Restaurant (no work) Main Entry • Soft Count 4' -6" new !concrete pad . 1_ = - -= - - -- .. 1 0 0 N exist refrigerator box Existing Kitchen -(no-wor 00 000 0 00 Existing, Women's (no work) ) 1 Existing Men's (no work) Break 8' -0" new postd& studs see S -2 • - secure canopy beam with hanger new 6x8 beam new 5 "x5" steel tube column 10' - 3/4" a st Existin Stora (no work) Surveillance Room Mngr. Office 0 13' -3" 10' -4" p do 6" A b 0 l 9 —.J 0 0 0 70 11O1-1RQ M new 4x4 posts & 4x beam for canopy line of new canopy eave RECEIVED CITY OF TUKWILA AUG 03 1101 c 1 06/22/2001 Permit Dwgs u A finish end panel filler 1' -6" ca E open to card room finish end panel / on both sides 1 -0" Int Elev B 1/4" = 1'0" ceiling line corner base cabinet N. knee space ceilin Interior Elevation D 1/4" = i'O" return air grill supply air grill 4 ' 6' track light w/ 3 fixtures 2x2 fluorescent light fixture recessed incandescent light fixture existing item existing ceiling materials GWB surface - paint 2x4 lay -in ceiling provide seismic bracing for grid per code 1 /4" = 1'0" Int Elev A Ceiling Plan Legand rubber base ceiling base cabinet see elevation "B" 2" deep filler piece Interior Elevation C 3' -0" 3' -0" 3' -O" 1 /4" = 1'O" new stud & GWB partition with new wall covering open to Pull Tabs beyont ---4 counter with P. Lam finish % ® o NMI o 0 II i l ®IE ��'\ gill IF w's o - MINIM • I no •Itille levamm===,_ o j i % % - % % % % % % % % % %%% / /// / eave lin ridge lin bar stor. eave lin - 8' -3" a.f.f. - 9' -10" a.f.f. GWB ceiling 7' -6" aff 1x6 wood, v- groove ceiling exist header at 7' -6" aff Surveillance Room new lay -in ceilings at 8'O" aff - 8' -3" a.f.f. Existing Bar 2x4 rafter extensions opening header at 7' -6" aff new GWB surface New Entry exist refrigerator box Existing Kitchen existing cook line exhaust hood Existing Storage ceiling at 8' -0" aff recessed incandescent fixtures salvaged from exist light fixtures lay -in ceiling at 9'10" aff final location for track lights to be determined in field opening header GWB ceiling at 8' -0" aff 1 equal equal Reflected Ceiling Plan 6x roof beam exposed 2x8 roof joists with rough -sawn, cedar- veneer, plywood sheathing 4x ridge beam 'Do new 1/2" rough -sawn cedar - veneer plywood soffit attic pull -down access stair RECEIVED CITY OF TUKWILA AUG 0 3 2001 06/22/2001 Permit Dwgs Li A. 41 exist lighted awning exist vinyl awning on alum frame new entrance canopy new canopy top of wall exist 4x4 posts supporting overhang existing metal parapet flashing demolish exist Northwest Elevation Southeast Elevation demolish portion of existing canopy 1/8" = i' -0" ./o” - .+_n" new exterior wall for new entry reroof with laminated shingles new entrance canopy beyond entry vestibule new aluminum storefront entry typ plywood siding lighted awning & battens modify existing canopy existing modular / framing as required support exist canopy beam in new wall vinyl awning on metal parapet flashing / aluminum frame existing exterior door exist 4x4 posts supporting overhang new entrance all lighted vinyl awning beyond vinyl awning beyond vinyl awning an aluminum frame lighted vinyl awning o. of .ara.et 4x4 wood posts supporting overhang plywood siding w 3/4" x 2 -1/2" battens -typ refrigerator box Z Southwest Elevation 5' remove exist door & window metal parapet new laminated shin Northeast Elevation 2x8 facia flashing le roofing existin relocate existing new entry canopy entry doors 1/8" = 1' -0" DO1-189 1/8" = 1' -0" metal parapet flashing plywood siding w/ 3/4 "x2 -1 /2" battens window \ new exit door & frame top of parapet soffit new canopy w/ laminated shingle roofing 1 1 R�CEIVED CITY OF TUKWILA AUG 0 3 ZOGI ' m o. =o g a� 4dl --....e» .d+ x 3 C a fr4 g O A. XT U aa sum <z 4! ;a 0 •ry cn w4 L) tto G C s I OV. O 06/22/2001 Permit Dwgs u A.5I to of beam // roof deck 6x8 cross beam ® 1' -o " +- 6x8 beam adjust overhang to align facia with existing canopy 5" square steel tube column steel tube column baseplate provide min 3/4" thick non - shrink grout pad between baseplate & slab 4" concrete pad over 2" compacted fill ff lay -in ceiling 0 existing wall covering L exist wood ceiling / ■ open to Hall m w ,� gull o - / � lay -in ceiling line - o ing Bar existing modify mirrors for new door \ open to Dining Men's Toilet -- new post and GWB surround Storage Games Room Room / 1 Ill�i���,. ��d X X 6x8 cross beam /►- 1' -o " +- 6x8 beam adjust overhang to align facia with existing canopy 5" square steel tube column steel tube column baseplate provide min 3/4" thick non - shrink grout pad between baseplate & slab 4" concrete pad over 2" compacted fill 2" cedar -faced plywood roof sheathing 2x8 roof ,joists 16" oc 1x6 facia 4i a d A Note: See "S" sheets for details on footings & timber connections Entrance Cnaopy — Section E 4x12 ridge beam 4x6 king post 1/4" = 1' -0" top of wall new wall covering and 4" vinyl base new 6 -3/4" x 13 -1/2" glu -lam beam existing wood wainscot existing vinyl base Building Section A —A Building Section B —B existing 2x4 manufactured wood trusses existing 2x4 pre - manufactured wood trusses 29" deep; 24" o.c., existing GWB on bottom of trusses existing 2x6 plate exist glu -lam beam patch wall covering as required new railing in opening modify existing wood wainscot & vinyl base as required for new construction existing glu -lam beam new wall covering and vinyl base. 1/4" = 1' - 0" exist rim joists see "S" sheets for attachment to new beam remove exist ceiling and wall to underside of roof trusses line of exist gabled ceiling existing canopy verify roof pitch exist plywood soffit exist 4x6 beam D01489 existing 2x ceiling structure 1 a. 4) O et N e 4 O co Ta • g 6 <4 d'o j a? twill' • ksm Eza N d g sr a g E m m 0 z g 41 a) E 4 0 o Ey o tte tlo Z 0 F. 3 PO a 0 - � CD O 06/22/2001 Permit Dwgs roof deck lay -in ceiling 0 existing wall covering L exist wood ceiling / ■ open to Hall m w ,� gull open RIIN,, Games Room / � Ens is ing Bar 2" cedar -faced plywood roof sheathing 2x8 roof ,joists 16" oc 1x6 facia 4i a d A Note: See "S" sheets for details on footings & timber connections Entrance Cnaopy — Section E 4x12 ridge beam 4x6 king post 1/4" = 1' -0" top of wall new wall covering and 4" vinyl base new 6 -3/4" x 13 -1/2" glu -lam beam existing wood wainscot existing vinyl base Building Section A —A Building Section B —B existing 2x4 manufactured wood trusses existing 2x4 pre - manufactured wood trusses 29" deep; 24" o.c., existing GWB on bottom of trusses existing 2x6 plate exist glu -lam beam patch wall covering as required new railing in opening modify existing wood wainscot & vinyl base as required for new construction existing glu -lam beam new wall covering and vinyl base. 1/4" = 1' - 0" exist rim joists see "S" sheets for attachment to new beam remove exist ceiling and wall to underside of roof trusses line of exist gabled ceiling existing canopy verify roof pitch exist plywood soffit exist 4x6 beam D01489 existing 2x ceiling structure 1 a. 4) O et N e 4 O co Ta • g 6 <4 d'o j a? twill' • ksm Eza N d g sr a g E m m 0 z g 41 a) E 4 0 o Ey o tte tlo Z 0 F. 3 PO a 0 - � CD O 06/22/2001 Permit Dwgs build —up plywwod cricket 2' square flat area at —6" roof drain & overflow 0 +0� Roof Plan — New NW Entry 1/8" patch existing asphalt to new cone foundation top of existing wall to of wall Section B +0 Notes: �— 1. Roofing to be torch —down o. bitumenous membrane with mineral surface cap sheet. 0 2. roof drain to be 6" diameter cast iron bowl connected to 2" drain leader. a Provide overflow — drain 2" higher than roof low point. 3. Run roof drain leader to wall sole plate & daylight to exterior wall face. roof deck existing roof trusses new 3 -1/8 x 9 glu —lam beam lay —in ceiling 5/8" gwb remove exist exterior wall new 4" cone slab over 4" compacted fill & vapor barrier match height of existing floor remove exist cone foundation below level of finish floor provide leveling topping as required ,� ~+ 0 I ' ih IA4 Oil extend roofing i l underneath flashing j 0 V II) 4 F‘ slope top of flashing continuous cleat 3" polyisocyanurate insulation — R -21 with integral cover board 3/4 "x2 -1/2" batten slope top exterior plywood siding attach exist wall studs to new sill plate Roof Parapet Detail 3" = 1' -0" reinstall existing cap flashing finish rade new exterior plywood siding remove exist exterior siding below this line 2x6 ledger slope per roof plan 2x6 roof joists 16" oc- 2x fire blocking per code 2x4 ceiling joists 16" oc secure 2x4 ledger to stud framing 5 mil plastic vapor barrier sheet on heated side of studs fiberglass batt insulation — R -11 2x6 wall joists treated 2x6 sill plate concrete footing see "S" sheets for details Section C top of existing wall 22ga counterflashing tuck under plywood siding secure to blocking & studs 2x4 block between studs torch -down roof membrane 1/2" plywood sheathing cant 4x block 1/2" plywood roof deck Roof at Wall Detail 3" = 1' -0" 5/8" gwb furr out exist wall as required to cover exist footing with GWB 3 -1/2 "x5/8" cementious filler strip 2x6 studs 16" o.c. secure to beam with framing clips 5/8" GWB new 3 -1/8" x 9" glu —lam beam existing soffit 1 to be removed / 0 0 X le a .< 6 5 6 D existing overhang E post p, DO1-189 Section D Ceiling Soffit. Detail at Bar existing ceiling construction existing soffit header bolt to new beam see "S" sheets furr out 1/2" to cover bold heads 2x4 roof joists 1x6 facia new 4x4 wood post beyond 3" = 1' -0" 1/2" plywood sheathing diaphram nailing per structural verify & match exist canopy roof pitch remove existing siding new 4x8 wood beam screened attic vents align new 5/8" plywood soffit with existing new 4" cone sidewalk Note: See "S" sheets for foundation & framing details RECEIVED CITY OF TUKWILA AUG 0 3 2001 0 rn .` . 4 .) $ tto C Ti 0 ti V1 �}► o 06/22/2001 Permit Dirge Space Floor Walls Ceiling Remarks floor material finish base material finish northwest material finish southwest material finish southeast material finish northeast material finish material finish Bar exist -no work exist -no work exist -no work exist -no work open open exist -no work touch -up paint on soffit at ne ceiling drop Games Room exist carpet patch as reqd exist vinyl patch as reqd existing wall- cover /wainscot patch as reqd open exist wall- cover /wainscot patch as reqd exist mirror /wainscot patch as reqd lay -in fetry new wall cover on soffit & posts sw clng drp paint GWB ceiling at drop new wall covering on Pull Tabs Pull Tabs carpet 4" topset vinyl GWB paint GWB paint GWB paint GWB paint lay -in fctry " n ry ceramic 1 e /carpet opse vmy pain a um store c y pain open pain Main Entry ceramic tile 4" topset vinyl open GWB wall cover GWB wall cover open exist -no work clean wood ceiling as required Break carpet 4" topset vinyl GWB paint existing paint GWB paint GWB paint lay -in fctry Managers Office carpet 4" topset vinyl GWB paint existing paint existing paint GWB I paint lay -in I fctry Surveillance Room existing clean carpet existing/ 4" topset vinyl existng /GWB paint GWB paint existing paint exist -no work exist -no work clean wood ceiling as required Soft Count carpet 4" topset vinyl GWB paint GWB paint exist/ paint GWB exist -no work lay -in fctry Hall ceramic tile 4" topset vinyl GWB/ open wall cover open exist -no work open exist -no work touch -up paint on soffit & headers as required Men's Toilet Room Women's Toilet Room Kitchen ant Storage exist -no work exist -no work no work exist -no work exist-no work exist -no work exist-no - no work exist -no work exist -no work exist -no work exist -no work exist -no work exist -no work exist -no work exist-no work exist no work rk exist -no work exist -no work exist -no work exist -no work exist -no work wrist -nn work exist -no work exist -no work exist -no- work exist -no work exist -no work '', exist -no work exist -no work exist -no work exist -no work exist -no work remove exist paving for new planter with extruded cone curb Entry Detail Plan Finish Schedule extruded cone curb planter remove asphalt remove exist asphalt paving exist cone walk relocate wheel stops 2' off edge of paving DO1-189 line of new entrance canopy remove exist paving for new planters with extruded cone curbing 1/8' = 1' -0° CITY CF TU�NVILA AUG 03 2001 a_enair t O „, O I O - a) t Q 1 20 4; O 0 F. (1) 1/ b R .- N C o 06/22/2001 Permit Dwgs u A I of 911 1194 091.9 -9z /90s ixa4 9E49-989/90B b9t90 'v, '4 eon MUIS VinoS 'DAV lot 0099 Viv annuli!, Saao,L /VIV souoTtij, Ingd xnd'sloalTt4oxy stueYtjtuisauatti.L \��\ \\\,\\\\\�' \_O' \\\ \\\\\\\\\\�\\� \ h 7 by OA" I I• c U] ,Ic_.■• • • • E W r� 4 lISP ) ( 1 VM 'uoivaa •and uegattaa•}uI gZT'OT sUo! 1 aTUV — � � uapio3 NNW M JaA Sr 4 1 �., • • 1 11 4 4 1 1 1 11 • L__ —• BASE MATERIAL ANCHOR SIZE MINIMUM EMBEDMENT ALLOWABLE TENSION ALLOWABLE SHEAR TENSION 1/2" ROD 4 1/2' 2,725 ALL BARS TOP BARS 5/8" ROD 5 5/8 4,395 Z U 3/4' ROD 6 3/4 4,655 NN�D µM 14 BAR 6 3,410 15 BAR 7 1/2' 5,625 16 BAR 9' 7,105 NOTES: 19 1. THE ABOVE VALUES ARE BASED ON THE HIL1I HET HY 150 INJECTION ADHESIVE ANCHORING SYSTEM. CONTRACTOR MAY USE ENGINEER APPROVED EQUAL 2. ROD STEEL IS A36, Fy = 36 ksi Fu = 58 ksi 3. REBAR STEEL IS A615, Fy = 60 ksi Fu = 90 ksi 4. ALLOWABLE SHEAR AND TENSION WADS ARE THE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH. SIZE CLASSIFICATION DEVELOPMENT LENGTH LAP SPLICE TENSION COMPRESSION TENSION COMPRESSION TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS 9 28 NN�D µM 12 11 37 15 t0 N 14 47 19 17 56 23 NOTES: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. 'TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) 2x JOISTS AND PLANKS PLATES AND BLOCKING 6x AND LARGER BEAMS AND STRINGERS 4x AND SMALLER BEAMS AND STRINGERS POSTS AND TIMBERS HEM -FIR HEM-HR HEM -FIR DOUG -FIR HEM -FIR DOUG -FIR STUD NO. 2 NO. 2 NO. 2 NO. 2 P10. 1 776 REP 978 (REP) 850 875 850 1200 800 1000 NOTE: ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED. STRUCTURAL (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED 0111E RINSE ON DRAWINGS). ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION, WITH CITY OF SEATTLE SUPPLEMENT. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF FRAMING SYSTEM 15.0 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF SEE PLANS FOR ADDITIONAL DESIGN LOADS. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. GLUE - LAMINATED BEAMS SUBMITTALS SHALL CONSIST OF (3) -SETS OF SHOP DRAWINGS BEARING THE REVIEW STAMP AND SIGNATURE OF THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING', THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE. SHOP DRAWINGS SHALL BE RENEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. FOUNDATIONS; SOILS REPORT: NONE AVAILABLE. THE FOLLOWING VALUES HAVE BEEN ASSUMED FOR FOUNDATION DESIGN. ALLOWABLE SOIL BEARING PRESSURE 2000 PSF (CONTRACTOR SHALL VERIFY) FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR STRUCTURAL FILL AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. FOR STRUCTURAL FILL CONDITIONS. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 5% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL UFTS NOT EXCEEDING TWELVE (12') INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557 -78. PROVIDE DAMP PROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACT 301). ALL CONCRETE SHALL BE STONE- AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (f'c) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM WATER/ TYPE OF CONSTRUCTION fc CEMENT RATION C.I.P. CONCRETE 2500 P51 0.5 MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACK THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH UBC SECTION 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO UBC STANDARD 19 -4. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH UBC TABLE 19 -A -1. REINFORCING S1ID" REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A -615, AND SHALL BE GRADE 60 (Fy = 60,000 P51), UNLESS SPECIFICALLY NOTED GRADE 40 (Fy = 40,000 PSI). GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP66(94) AND ACI 318R -89. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOOTING REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABRIC 12' AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPUCE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' CONCRETE EXPOSED TO EARTH AND WEATHER: # BARS AND LARGER # BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS COLUMN TIES OR SPIRALS AND SEAM STIRRUPS CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS 6' WALLS 8' WALLS 10" WALLS REINFORCING 14 0 13 O.C. # 0 15 O.C. #4 0 16' 0.0. CONCRETE GENERAL NOTES PLACEMENT EACH WAY CENTERED EACH WAY CENTERED EACH WAY, EACH FACE 2 " 1 1/2 1 1/2" 1 1/2' VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION SPLICE AT EACH SIDE, OR BEND ONE SIDE OVER TO PROVIDE TENSION SPLICE ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 16' IN EITHER DIRECTION WITH (2) - 15 EACH SIDE AND (1) - # x 4' -0' DIAGONAL AT EACH CORNER. EXTEND BARS 2' -0' BEYOND EDGE OF OPENING. IF 2' -O' IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. WHERE NO REINFORCEMENT IS OTHERWISE INDICATED: PROVIDE 14 0 18 O.C. HOOKED DOWELS TO TOP OF STRUCTURAL CONCRETE SLABS FROM PERIMETER CONCRETE WALLS AND BEAMS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. NON- SHRINK GROUT NON- SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C -109. GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ADHESIVE ANCHORS OSB SHEATHING OSB SHEATHING SHALL BE GRADE C -D INT -APA WITH EXTERIOR GLUE OR STRUCTURAL I WITH EXTERIOR GLUE IN CONFORMANCE WITH UBC STANDARD 23-2 OR 23-3. WMUER ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 15 AND OF THE FOLLOWING MINIMUM STANDARDS: GLUE - LAMINATED TIMBER GLUE - LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI /AITC STANDARD A190.1 - 1992. EACH MEMBER SHALL BEAR AN AITC INDICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE COMBINATION 24F-V4 WITH Fb = 2400 P0. PARALLEL STRAND LUMBER (PSK); PARALLEL STRAND LUMBER (PSK) SHALL BE FABRICATED IN CONFORMANCE WITH THE NATIONAL EVALUATION SERVICE, INC. (NES) REPORT NO. NER -481 OR CCMC REPORT NO. 11161 -R. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO REQUIREMENTS OF ASTM D -2559. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, NER OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN GRADE SIMPLE SPAN BEAMS 2.0E PARALLAM CANTILEVERED OR MULTI -SPAN BEAMS 2.0E PARALLAM COLUMNS 1.8E (ES OR WS) PARALLAM TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING: 2. WALL BASE PLATE ON CONCRETE: 3. ROOF AND FLOOR FRAMING: Fb Fcl 2x6 STUDS 0 16" 0.C. U.N.O. ON PLANS. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2900 PSI 2900 PSI 2900 PSI 2400 PSI WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE - TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT. PLACE AT 5-0" 0.C. MAXIMUM FOR SHEAR WALLS, AND AT 6' -0' 0.C. FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE' ONE WITHIN 12 OF EITHER END. TYPICAL UNLESS NOTED OR DETAILED OTHERWISE, REFER TO SHEAR WALL SCHEDULE. CONTRACTOR SHALL INSTALL SIMPSON BP5/8 FLAT WASHER AT ALL 5/8" DIA. ANCHOR BOLTS AND BP3 /4 FLAT WASHER AT ALL 3/4" DIA. ANCHOR BOLTS. PROVIDE 2x SOLID BLOCKING FOR JOISTS AND RAFTERS AT THE SUPPORTS. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. EXCEPT AS OTHERWISE CALLED OUT ON THE PLANS, ALL BEAMS SHALL BE MULTIPLE JOIST FLUSH BEAMS. 2900 PSI 2500 PS TYPICAL FRAMING NOTES CONT.; 4. OSB DIAPHRAGM NAILING: ALL OSB SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR OSB WALLS WHERE NOT INDICATED AS A SHEAR WALLS SHALL BE NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6 O.C. AT ALL PANEL EDGES AND 12' 0.C. AT ALL INTERMEDIATE SUPPORTS. 5. GYPSUM WALLBOARD NAILING: ALL 5/8' GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS, TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO 13 GAUGE x 1 5/8" 0 7" O.C. (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWSE. NAILING AND METAL CONNECTORS ALL NAILS SHALL BE COMMON. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO. 23 -I -B -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVED EQUAL PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS WTH LU SERIES JOIST HANGERS. ALL DOUBLE AND TRIPLE -JOIST BEAMS ARE TO BE CONNECTED TO FLUSH BEAMS WITH TYPE U SERIES HANGER UNLESS NOTED OTHERWISE. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS' SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND SYMBOLS DOi-189 DIRECTION OF FRAMING EXTENT OF FRAMING COLUMNS CONCRETE WALL BEARING STUD WALL NON - BEARING STUD WALL BEARING STUD SHEAR WALL NON - BEARING STUD SHEAR WALL NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL OSB SHEATHING SHEAR WALL (SEE SCHEDULE) COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) HOEDOWN (SEE SCHEDULE) ABBREVIATIONS A T. A.B. BM. BOT. BRNG. BLKG. CO_ CONN. CONT. DBL DIM. DIR. EXIST. EXP. FDN. FUR FTG. GLB HOW. MIL PL REINF. SM. STN.. SYMM. TYP. T.O.C. T.O.W. U.N.O. VERT. ABOVE BELOW ALTERNATE ANCHOR BOLT BEAM BOTTOM BEARING BLOCKING COLUMN CONNECTION CONTINUOUS DOUBLE DIMENSION DIRECTION EXISTING EXPANSION FOUNDATION FLOOR FOOTING GLUE- LAMINATED BEAM HORIZONTAL METAL PLATE REINFORCING SIMILAR STEEL SYMMETRICAL TYPICA.L TOP OF CONCRETE TOP OF WALL UNLESS NOTED OTHERWOSE VERTICAL P.O TU D CiTI' OF TUK \h'ilA AUG 0 3 2001 PERMIT CENTER C ENGNEERING 250 4TH AVE S., SURE 200 EDYONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 0 2 m 0 m DESIGN: DRAWN, CHECK JOB NO DATE Lit z O 0 C9 Z_ 2 J Vf Q 1"-- J 0 - N N o C7 SH EET: LWC RLR GAG 01071.10 6 /7/ 01 INTERURBAN AVENUE 2x6 0 16" O.C. (3) -2x6 FULL HEIGHT STUDS (3) -2x6 FULL HEIGHT STUDS 2x4 0 16" O.C. FLOOR PLAN SCALE: 1/4' = 1' -0' 4x8 HEADER 4' -0" x 4' -0" x 1'-2 THICK M. W/ (5) -15 EA. WAY, B011; TYP. (2) PLACES. 6 3Z4 x 13 1/2 GIB — I PLAN NOTES: TYPICAL UNLESS NOTED OTHERWISE (U.N.O.) 1. REFER TO PLAN FLAG NOTES FOR DOWELING AND COLUMN BASES. 2. REFER TO TYPICAL FRAMING NOTES OF STRUCTURAL NOTES FOR SIZE, SPACING, AND LOCATION OF ANCHORS BOLTS. 3 1/8 x 9 GLB 3. WHERE SLAB ON GRADE IS INDICATED SLAB MALL BE 4 THICK W/ 6 x 6 —W1.4 x W1.4 WELDED WIRE FABRIC REINF. SLAB SHALL BE POURED OVER A 6 MIL PLASTIC MEMBRANE AND PLACED ON 4° OF 5/8 MINUS CRUSHED ROCK. 4. ALL BEAMS SHALL BE FLUSH FRAMED U.N.O. 5. ALL HEADERS SHALL BE 4x8 SUPPORTED BY (2) -2x4 CRIPPLE STUDS AND (1) -2x4 FULL HT. STUD U.N.O. 6. WALL FRAMING SHALL BE 2x6 HE 0 16' O.C. U.N.O. 7. REFER TO SHEET S -3 FOR TYPICAL FRAMING DETAILS. PLAN FLAG NOTES: 318x9GLB 3' -6 x 3' -6 x 1' -0 THICK FTG. W/ (4) -15 EA. WAY, BOT.; TYP. (2) PLACES. BOT. OF BEAM UNE ® 7-6" ABOVE FLOOR, REFER TO ARCH. DWG'S. �I • CENTER BUILT —UP COLUMN ON LENGTH OF EXISTING STEM WALL © DOWEL INTO EXISTING FOOTING USING (3) -15 DOWELS AND HILT! HIT HY150 ADHESIVE SYSTEM W/ 6" MIN. EMBEDMENT. • CONNECT W/ SIMPSON HU3.31/9 MIN. FACE MOUNT HANGER. ® CONNECT W/ SIMPSON LSU26 SLOPEABLE U HANGERS TYP. AT EA. END OF ROOF JOIST. © PROVIDE 2x6 LEDGER FOR ROOF JOIST. ATTACH LEDGER TO FULL— HEIGHT STUDS W/ (3) -16d NAILS. ® CONSTRUCT BEAM POCKET IN STUD WALL E7===- SIMPSON CB4-8 COLUMN BASE AND DATTO COLUMN FOR CONNECTOR STRAPS. PROVIDE SIMPSON CB4-8 COLUMN BASE AND DATTO COLUMN FOR CONNECTOR STRAPS; CONNECT W/ (2) SIMPSON HUC48 CONCEALED FLANGE HANGERS; SIMPSON CC78 COLUMN CAP. • PROVIDE SIMPSON ABE66 POST BASE WITH 5/8" DIA. ANCHOR. FULL— HEIGHT COLUMN; PROVIDE SIMPSON ABE66 POST BASE WITH 5/8" DIA. ANCHOR; CONNECT W/ SIMPSON HUC48 CONCEALED FLANGE HANGER AND W/ SIMPSON HUC3.25/10.5 CONCEALED FLANGE HANGER. BOT. OF BEAM UNE 01 7' -6" ABOVE FLOOR, REFER TO ARCH. DWG'S.,- 4 SLAB, SEE ARCH. ENTRY DETAIL PLAN FOR EXTENTS SIL PROVIDE SOLID BLOCKING TO FOUNDATION; CONNECT W/ SIMPSON COLUMN CAP TEE "ECCLL66 WITH W3=W1 AND H2 =H1'. NAIL FULL — HEIGHT STUD TO COL W/ 16d NAILS ® 6" O.C, STAGGERED. FASTEN FULL— HEIGHT STUD GROUP TO EXIST. TOP AND BOTTOM PLATES W/ (2) SIMPSON A35 FRAMING ANCHORS. CONSTRUCT BEAM POCKET IN STUD WALL DOOR HEADER AT BASE OF STUD WALL PROVIDE SOLID BLOCKING TO FOUNDATION. CONNECT W/ SIMPSON COLUMN CAP TEE "ECCLR66 WITH W3=W1 AND H2 =H1 ". NAIL FULL— HEIGHT STUD TO COL W/ 16d NAILS 0 6 O.C. , STAGGERED. FASTEN FULL — HEIGHT STUD GROUP TO EXIST. TOP AND BOTTOM PLATES W/ (2) SIMPSON A35 FRAMING ANCHORS. FLUSH FRAME CONNECTION WITH SIMPSON HUC48 CONCEALED FLANGE HANGER. PROVIDE SIMPSON ABU44 POST BASE WITH 5/8" DIA. EPDXY ANCHOR; CONNECT W/ SIMPSON PC44 -16 POST CAP. NOTE: CONTRACTOR TO INVESTIGATE EXISTING CONDITIONS AND REPORT ANY DIFFERENCES FROM THOSE SHOWN ON PLANS TO STRUCTURAL ENGINEER. x 1' -6" x THICK FTG. W/ (2)-14 EA. WAY, BOT.; TYP. (2) PLACES WELD SIMPSON COLUMN CAP TEE "CCT66 WITH W3=W1 AND H2 =H1 TO STEEL COLUMN W/ 3/16 FILLET WELD AROUND CIRCUM. OF COLUMN. CONNECT KINGPOST W/ SIMPSON CC64 COLUMN CAPS AT BOT. AND CC46 COLUMN CAP AT TOP. PROVIDE SIMPSON ABU44 POST BASE WITH 5/8" DIA. EPDXY ANCHOR; CONNECT W/ SIMPSON PC44 -16 POST CAP AND SIMPSON HUC48TF CONCEALED TOP FLANGE HANGER. PROVIDE LEDGER OR BLOCKING BETWEEN STUDS. CONNECT W/ SIMPSON SUR26 -2 SKEWED 45 DEG. HANGER AT TOP; BIRD'S MOUTH AT POST AND TOE NAIL; CONNECT RAFTERS W/ SIMPSON LSU26 SLOPEABLE /SKEWABLE U HANGERS. CONTACT STRUCTURAL ENGINEER WHEN FRAMING IS EXPOSED. pOi-189 O F TU K CITY fl CF TUh'Ll'ILA AUG 0 3 2001 PERMIT CENTEP ENGINEERING 250 4111 AVE S. SURE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 - 8500 FAX (425) 778 -5536 0 co rn IL a n o� m DESIGN= DRAWN: CHECK: JOB NO DATE: Innmx 915f201 SHEET: S -2 LWC RIR GAG 01071.10 6/7/0 Z — J 0 0 0 a 3 2x6 STUD WALL PER TYP. FRAMING NOTES OSB SHEATHING PER TYP. FRAMING NOTES SILL PL AND A.B. DIA. AND SPACING PER TYP. FRAMING NOTES PAVING OR FINISHED GRADE PER ARCH. DWG'S. ,5 0 15 O.C. EA. WAY CENTERED IN WALL O SECTION SCALE: 1 = 1' -0 3/4 "4 x 1' -6" THREADED ROD W/ PL 3/8 x 2 x 0' - 2" SLAB ON GRADE & SUBGRADE PER FOUNDATION PLAN � to = n NOTE: SPECIAL INSPECTION OF ANCHOR BOLTS NOT REQUIRED. ® TYP. STEEL COL FTG. .1 SCALE: 1 = 1' -0 SIMPSON VPA2 VARIABLE PITCH CONNECTOR 2x4 0 16 O.C. BM. PER PLAN 9 O CANOPY SECTION SCALE: 3/4 1"-0" 12 51 DIAPHRAGM EDGE SLOPE TO MATCH NAILING EXIST. CANOPY = °tl•- 11 11 iV 11 I FTG. SIZE & REINF PER PLAN AND SCHED. PROVIDE BLOCKOUT AT DOOR OPENINGS SLAB ON GRADE AND SUBGRADE PER PLAN NOTES; ELEV. PER ARCH. DWG's COI PER PLAN cD M (2)—f5 CONT. BOT. ALT. HOOK AS SHOWN • DIAPHRAGM EDGE NAILING SIMPSON RR RIDGE RAFTER CONNECTOR 2x8 LEDGER BEVELED TO MATCH ROOF SLOPE W/ (3) -16d NAILS INTO EA. STUD 2x4 0 24° O.C. CEILING PER ARCH. SIMPSON LUP24 FACE MOUNT HANGER, TYP. EA. SIDE 2x4 LEDGER W/ (2) -16d NAILS INTO EA. STUD 0 FTG. SIZE & REINF. PER PLAN 2 O TYPICAL INTERIOR FOOTING SCALE: 1 = 1 s O BASE PLATE DETAILS SCALE 1 = 1' -0 COLUMN & COLUMN BASE PER PLAN f EXISTING INTERIOR FLOOR SLAB UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL PER STRUCTURAL NOTES 30d NAILS ALONG LENGTH OF BM. 0 12 O.C. O SEC11ON 7 SCALE 3/4 = i fith z m - CIE ^ M Fa a O SECTION 3 SCALE: 1' = BM. PER PLAN RE— CONNECT EXIST. STRAPS TO NEW BM. SIMPSON CC78 COL. CAP FTG. SIZE & REINF: PER PLAN COL PER PLAN POST BASE AND ANCHOR BOLT PER PLAN FLAG NOTES SLAB ON GRADE AND SUBGRADE PER PLAN W/ THICKENED EDGE AT SPREAD FTG. EXIST. TOP PLATES EXIST. ROOF TRUSS DOSE SIMPSON MST4B STRAP, (2) —TYP. EA. SIDE OF BM. EXIST. BM. PER PLAN PAVING OR GRADE PER ARCH. DWGS. 4 O SEC11ON SCALE 1 = 1' -0 SIMPSON DTC ROOF TRUSS CLIP, TYP. EA. TRUSS; MIN. 1/4" GAP BTWN. TOP PL AND EXIST. TRUSS. CEILING PER ARCH. DWG'S. NON —BRNG. 2x4 CRIPPLE WALL BM. PER PLAN BOT. OF BM. 7' -6° ABOVE FLOOR, SEE ARCH. DWG'S. FULL —WIDTH BLKG. TO BOT. OF BM. COL PER PLAN SIMPSON CC3 1/4-6 COL CAP O SECTION SCALE 3/4° = 1' -0' 1 15 CONT. NOSING BAR SLAB ON GRADE AND SUBGRADE PER PLAN AND NOTES. SLOPE SLAB PER ARCH. BOT. CHORD OF EXIST. ROOF TRUSS TRIM EXIST. RAFTER TAILS EXIST. CEILING TRUSS THRU BOLTS AT COL CAP, TYP. \EXIST RIM BOARD AND BLKG.; ATTACH TO GLB W/ 1/2 "o THRU BOLTS 0 24 -" O.C., STAGGERED ALONG TOP & BOT. OF GLB W/ 2 1/2 EDGE DISTANCE. COL PER PLAN DO1-189 RECEIVED CITY OF TUKWILA AUG 0 3 2001 PERMIT CENTER G " E NGANEERMIG 250 41H AVE 5-, SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 776 -5536 z 0 01 rn F � a n 2 DESIGN: DRAWN CHECK JOB NO: DATE: 1 9/512aN f CV Y H SHEET: LWC RLR GAG 01071.10 6/7/01 J a 1 w 0 S -3 1 (2) -16d @ 12" O.C. TOP CHORD / ELSEWHERE SPLICE / TOP CHORD SPLICE 16d 0 12 O.C. MIN., OR IF SHEATHING ON THE SIDE OF INTERSECTED WALL IS SHEAR DIAPHRAGM, THE NAIUNG SHALL MATCH THE SILL PLATE NAILING REQ'D PER SHEAR WALL NAILING SCHEDULE (TYP.) SCALE NTS' 2 ROWS OF (7) -16d ® 4" O.C. STAGGERED EA. SIDE OF SPLICE 6' -0" MIN. BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERT STUDS 'TEE' INTERSECTION WALL INTERSECTION DETAIL BOTTOM CHORD SPLICE O TYPICAL TOP PLATE SPLICE DETAIL 1 SCALE 1 = 1' -0' BEARING WALL 2x STUD, TYPICAL END WALL STUD 16d 0 6 o.c. NON– BEARING SHEAR WALL BOTTOM CHORD SPLICE 2x STUDS, TYP. BEARING WALL 2 ROWS OF 16d ® 12" O.C. NON– BEARING SHEAR WALL 2 O WALL INTERSECTION DETAIL SCALE NTS PLYWOOD SHEATHING PER ARCH. DETAIL DIAPHRAGM EDGE NAIUNG 2x BLOCKING SIMPSON H3 HURRICANE TIE EA. RAFTER O CANOPY DETAIL 6 SCALE 3/4' = CORNER INTERSECTION 16d 0 12 O.C. 2x STUD SHEAR WALL SHEATHING PER SCHEDULE. DIAPHRAGM EDGE NAILING BEAM PER PLAN AND SCHED.— SIMPSON A35F EA. SIDE OF BEAM BEARING STUDS, BUILT –UP TO WIDTH OF BEAM MIN. SIMPSON RR RIDGE / W/ TOP RAFTER CONNECTOR CORNERS BEVELED STUD WALL 71111111 JOIST DIRECTION PER PLAN. ( BEAM WIDTH, MIN. PARALLEL TO STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE NTS 1.111r. EMI FLOOR JOIST DEPTH BEAM PER PLAN AND SCHED. SIMPSON A34 EA. SIDE OF BM. STUD WALL BEARING STUDS, BUILT –UP TO WIDTH OF BEAM, MIN. PERPENDICULAR TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP. 001-189 FOR 2x4 STUDS, SINGLE ROW NAILS CENTERED ON STUD TO BE USED. FOR 2x6 STUDS, (2) –ROWS OF NAILS SPACED ® 3 1/2" W/ 1 EDGE DIST. TO BE USED. 9 O.C. SPACING BTWN. ADJACENT NAILS IN A ROW. 16d COMMON NAILS, TYP. (5) STUDS MAX. TO BE USED FOR BUILT –UP COLUMNS. TYPICAL BUILT —UP COLUMN DETAIL 4 SCALE 1' = 1 OF TUi CITY R CF TUI�l1'ILA AUG 0 3 Z001 PERMIT CENTER ENGINEERING 250 41H AVE. S.. SUITE 200 E6MONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 w p F � a n c DESIGN: DRAWN_ CHECK: JOB NO: DATE: OHM 9/5/2901 SHEET: S -4 LWC RLR GAG 01071.10 6/7/01 (1) J LU 0 0 z Q LL y E' Symbols: . recessed incandescent light track light Notes: flourescent light Pe EXIT light with emergency pathway lighting $key 4h duplex outlet telephone outlet single -pole light switch single -pole dimmer Light switch single -pole, key- activated, switch 1. Track lighting shall be connected directly to electrical panels. 2. Provide length of flexible condtiit between junction box and track light connection for future relocation of these fixtures. 3. New lay -in fluorescent fixtures to use 2 -T8 tubes and electronic ballast. 4. Remove 30 existing recessed incandescent light fixtures, save fixtures and reinstall 20 existing fixtures around perimeter of room. See Lighting plan for locations. 5. Remove 15 existing 8' track light rods. Replace with 15 new 6' track light rod. See lighting plan for locations install outlets above counter install outlets above counter new FA pull station and horn/strobe mount EXIT light above opening I I. L A.7 L O bar stor. Floor Plan °- Electrical new FA pull station exist FA pull station & horn/strobe •T Games Room E cDsp Existing Bar exist refer box �F f Existing Restaurant Main Entry w location for FA pull station & horn /strobe O Ssft Count existing FA pull station & horn/strobe 0 O 0 00 Existing Women's Existing Men's 7 reak exist refrigerator box Surveillance Room 111 (1) Existing Kitchen 000 000 L Existing Storage Mngr . sOffice P c> 001-189 1/4" = 1' — 0" electrical panels telephone backboard existing FA panels relocate to new wall mount in wall REC D °NE CITY CF�TUKWILA AUG 0 3 1001 PERMIT CENTER ite . 5g 06/22/2001 Permit Dwgs E.1 of 1 d File: 35mm Drawing# 1 fr • 0 LEGEND STORM WATER DRAIN OW OIL /WATER SEPARATOR CATCH BASIN 1 FENCE ? ? ? UNKNOWN PIPING LOCATION a a a D1 Scale in Feet 40 STREAM HOUSE TRAILER PARKING vsr Ne ., •■ 1 ! .; I j 0 INCH 1 CHINA CATCH BASIN •J J TRAILERS OW D1 GRAVEL t V. x 'V 'M v 8 DRUMS ENTRANCE v V' .i tee' OIL /WATER SEPARATOR STORM WATER DRAIN ASPHALT WITH GRAVEL PATCHES AGI TECHNOLOGIES 854002s2.dwg STORM WATER DRAINS TRUCK PARKING SIDEWALK I I I I I I I�� �III I 1 j 1 Li '1 l'1' I ' 1 II IIII �, I I I r l I i 7 + 5 6 5L bl £L Zl ��`�' � � .�� : 0� 6 8 L • 1 Z g b g l0 11.1 Iiiiili�iiliiiiliilil��i ►���illliil��i►li�ii►�.��1� �iili1 ����� ii w� �... 1 1 11 �jil ����1���������1�1��1����1 ►���►����I����I����I D3 00 8,000 GALLON UNLEADED UST D2 LOADING DOCK ENTRANCE 3 DRUMS 8,000 GALLON DEISEL UST OFFICE I I � I I ) i—�- -c L_J 1 — Th j SERVICE BAY AREA I TRAILER TRAILER LP l LP G 3 DRUMS TRAILER r - T W r _ T - s Site Plan Becker Trucking . Seattle, Washington 2 PROJECT NO, DRAWN DATE — AP S 1ED REVISED 15,854.002 FAW 12 Aug 98 DATE . / PJR 1 Oct 98 FIGURE LEGEND i 0 OMW1 MONITORING WELL (RELATIVE SURFACE ELEVATION) I o BM (100.00') BENCH MARK (REFERENCE ELEVATION) D1 STORM WATER DRAIN OW OIL /WATER SEPARATOR CATCH BASIN FENCE ? ? ? UNKNOWN PIPING LOCATION 40 F-1 1 Scale in Feet 0 0 0 0 0 0 I o I o STREAM 0 HOUSE eMW2 (96.38') TRAILER PARKING MW3 (98.65') CATCH BASIN 8 DRUMS HA1 TRAILERS OW GRAVEL D1 ENTRANCE OIL /WATER SEPARATOR STORM WATER DRAINS STORM WATER DRAIN eMVV7 (98.92') ASPHALT WITH GRAVEL PATCHES AGI TECHNOLOGIES 854002s3.dwg TRUCK PARKING 8,000 GALLON DEISEL UST SIDEWALK 8,000 GALLON UNLEADED UST LOADING DOCK D2 D3 II i i 1111111il 1 1 ' 1' 1 I l l i l l 1LI 1ill il ► t t t 0 INCH 1 I I I I i CHINA 3 �� � 2 n4 5 91, P1. £I. Zl I OL 6 g L. g, S tr E Z "'b0 111 1� 11111 1111LIIIII��III11111�11111�1�11111i I � 1 ill I 11 �LIIIIlIi1► III• Il li �illl�, I11�11. 1111111 111�1�L��� �L�l��I1l�lll���l ►l��I���II� 8MW6 (99.37') 3 DRUMS OMW5 (100.24') OFFICE MW1 (101.19') Becker Trucking Seattle, Washington SERVICE BAY AREA 1 TRAILER I 3 DRUMS TRAILER Monitoring Well and Sample Locations FIGURE , PROJECT NO. DRAWN DATE APPROVED REVISED 15,854.002 FAW 12 Aug 98 154,7— DATE PJR 1 Oct 98 0 0 MW1 BM (100.00') a a ? 4 ? Sample TPH —G TPH —D TPH —M0 B x 1 Pb S 40 f --- - � 1 Scale in Feet LEGEND MONITORING WELL BENCH MARK (REFERENCE ELEVATION D1 STORM WATER DRAIN OW OIL /WATER SEPARATOR CATCH BASIN FENCE UNKNOWN PIPING LOCATION TPH GASOLINE -RANGE TPH DIESEL -RANGE TPH MOTOR OIL -RANGE BENZENE TOLUENE ETHYBENZENE TOTAL XYLENES TOTAL LEAD Sample 82 -12 6 TPH -G <7.6 TPH -D <15 TPH -M0 <61 6 T E x TREAM Sample TPH -G TPH -D TPH -MO e T E x <0.038 <0.038 <0.038 <0.038 83 - 3.0 <9.1 <18 <73 <0.045 <0.045 HOUSE TRAILER PARKING MW3 O le CATCH BASIN ENTRANCE 0 S OW G7 D1 GRAVEL 0.045 Y 411° Y v .1 'K YOB • 411P x 43 x 0 %O. .r .4? Y t TPH -M0 81-9.0 <0.037 0.063 Sample 85-7.6 TPH -G <7.1 TPH -D 23 TPH -M0 <57 8 <0.036 T <0.036 E <0.036 x <0.036 8 DRUMS OIL /WATER SEPARATOR ASPHALT WITH GRAVEL PATCHES STORM WATER DRAINS STORM WATER DRAIN TRUCK PARKING Sample TPH -G TPH -D TPH -M0 8 E x 87 -2.6 1,500 630 490 0.9 2 18 28 SD t e SIDEWALK ,,l,,1, 11111 11111111111 IlIlj� IIIIj;�,I;II� j ;i;l; �I�i��� ► I I 0INCH 1 CHINA t 2 3 + r 4 I ., 5l £l Zl 6 ... 8 1. 9. , 5 b C Z 5 6 IIIII�IIIIIIIIIIIIIII��IIIIIIIIIIIIIIII�IIIIIIiII�IIIIIIIIIIIIII � � IIIIILIII�I � .� ,. win II. ......Ili. III► ��Iii�il�ili, l li• Li► ii D3 00 8,000 GALLON UNLEADED UST Semple TPH -G TPH -D TPH -M0 8 T E x 84-2.5 7.6 82 <53 <0.033 <0.033 <0.033 <0.033 MW4 8,000 GALL6 DEISEL UST D2 413MW7 6"), L.j - 'J$ d Ye 1 c../e y rd :AU 4 /0 ` LOADING DOCK e MWE MW5 •n f'= BM — (100.00') ENTRANCE 3 DRUMS OFFICE 1 MW1 SERVICE BAY AREA 1 TRAILER I Sample 86 -6.0 TPH -G 43 TPH -D 26 TPH -M0 <71 8 <0.045 T 0.061 E 0.048 x 0.17 Pb 2,100 TRAILER 3 DRUMS TRAILER AGI Soil Boring Chemical Results (rnglkg) 4 TECHNOLOGIES Sea from Mo Monitoring Well Installatio ttc Tru hingaon PROJECT NO. - ---- DRAWN - - - --. e� W8S DATE APPROVED DATE 854002s4.dwg 15 854.002 REVISED FAW 12 Aug 98 PINT T PJR 1 Oct 98 0 a a 95.0' a D1 Scale in Feet LEGEND ®MW1 MONITORING WELL (RELATIVE WATER TABLE ELEVATION) BENCH MARK (REFERENCE ELEVATION) STORM WATER DRAIN OW OIL /WATER SEPARATOR CATCH BASIN FENCE ? ? ? UNKNOWN PIPING LOCATION RELATIVE WATER TABLE ELEVATION (ESTIMATED CONTOUR) BM (100.00') Sample TPH —G TPH —D TPH —MO B T E X Pb MW 1 4 0 I---I I TPH GASOLINE -RANGE TPH DIESEL -RANGE TPH MOTOR 01L -RANGE BENZENE TOLUENE ETHYBENZENE TOTAL XYLENES TOTAL LEAD Sample MV2 TPH -G <100 TPH -D <240 TPH -MO <470 8 <0.50 1 <0.50 E <0.50 x <0.50 STREAM Sample MW3 TPH -G <100 TPH -D <240 TPH -M0 <470 6 <0.50 T <0.50 E <0.50 x <0.50 HOUSE MW2 (94.82') TRAILER PARKING / Zr) rn (94.49') 111111 � 1 0 INCH CHINA CATCH BASIN 1 / / 1 HA1 TRAILERS OW GRAVEL Sample TPH -G TPH -0 TPH -M0 B T x MW7 7,300 400 <470 3,600 1,700 160 750 D1 APPROXIMATE DIRECTION OF GROUNDWATER FLOW 1 1 'I 1 1 1' 1!1'1'1'1'1'1!1 1 : 2 1 0 OIL /WATER SEPARATOR 1 STORM WATER DRAINS TPH -G TPH -D TPH -M0 ASPHALT WITH GRAVEL PATCHES / STORM TRUCK PARKING 8,000 GALLON DEISEL UST WATER D2 DRAIN owe MW7/ rn SIDEWALK D3 91. • 171. E I• Z fil` ; 0 I , 6 .. , 8 :....: l 9: ; . 5 b i; Z I ' W� 0 111IHIIIII111I1111IHIII11III1111II111IIIHhIIII11III IIIIII (1Illl 1illll 1 1 111111 1111111111 11111111►111lI1111I1i1,j 8,000 GALLON UNLEADED UST (95.53') / /MW6 / (96.09') LOADING DOCK j1II I1 i' I' 1 ' � II11'j1I11111 I Ili iT j ljlj11i MW5 (94.45') BM (100.00') 3 DRUMS OFFICE MW1 (95.44') Sample TPH -G TPH-0 TPH -M0 SERVICE BAY AREA TRAIL ER Sample TPH -G TPH -D Sample TPH -G TPH -D 100,000 1,400 TPH -MO B T E x MW8 <470 16,000 25,000 1,700 11,000 MW8 <100 <240 TPH -MO ' E X TRAILER - rlr 7 8 • 1 E 200 X 460 3 DRUMS _ T RAILER r • • <470 <0.50 <0.50 <0.50 <0.50 M 280 <470 1,300 50 'TS 'MIT • r AGI TECHNOLOGIES 854002s5.dwg PROJECT NO. 15,854.002 Groundwater Chemical Results (ug /L) After Development (8/18/98) Seattle, Washir gti n DRAWN DATE - ----- APPROVED FAW 12 Aug 98 04, REVISED PJR FIGURE 5 DATE 1 Oct 98 1 e MW1 FENCE ? ? UNKNOWN PIPING LOCATION ESTIMATED LIMITS OF TPH AND BTEX CONTAMINATION LEGEND 40 I Scale in Feet MONITORING WELL D1 STORM WATER DRAIN OW OIL/WATER SEPARATOR CATCH BASIN STREAM %Or HOUSE OMW2 SED1 • TRAILER PARKING WM 3 CATCH BASIN HA1 TRAILERS OW D1 GRAVEL ENTRANCE •■•• O. ••• ••• •■■ .• ••• 8 DRUMS es. ale OIL/WATER SEPARATOR STORM WATER DRAIN ASPHALT WITH GRAVEL PATCHES AGI TECHNOLOGIES 854002s6.dwg STORM WATER DRAINS TRUCK PARKING .. 8,000 GALLON UNLEADED UST 8,000 GALLON DEISEL UST SIDEWALK 0MW7 D2 D3 ••■• 4". gt, ••••■• LOADING DOCK 1111111111 1111 1111111,1111,1111111111111111111111111 1 •CHINA 11 0 INCH 1 3 — 5 6 L., . . St' VI. CI. oI . 6 8 . . S t/ £ • Z 11111111111111111111111111111111111111111 ilii1 1 11111111111,1 I1 IIIi1111111111111.11111111111111111116fitil1 ill1 11111111111111111111111111111111111111111 • .44 ■ay. 0MW6 3 DRUMS 0MW5 MW OFFICE ENTRANCE MW1 7 SERVICE BAY AREA 1 TRAILER I cr\ kP -A TRAILER kP 0 . ■■■• ... 3 DRUMS TRAILER Area for TPH and BTEX Remediation FIGURE Becker Trucking Seattle, Washington PROJECT NO. 15,854.002 DRAWN FAW DATE — APPROVED REVISED DATE • 12 Aug 98 PJR 1 Oct 98 p