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Home My WebLink AboutPermit L94-0048 - CITY OF TUKWILA - MARGINAL WAY WATERLINE SEPA ENVIRONMENTAL IMPACT STATEMENTL94-0048 CITY OF TUKWILA E. MARGINAL WAY DNS Code Description 0 Natural 1 Levee /Dike 2 Revetment CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: THE PROPOSED PROJECT INCLUDES CONSTRUCTION OF APPROXIMATELY 17,000 FEET "OF 16" DECTILE IRON WATER LINE INCLUDING CROSS TIES AND CONNECTION TO, AND REPLACEMENT OF EXISTING SERVICES. "THIS NEW WATERLINE WILL PROVIDE SERVICES TO CUSTOMER SERVED BY AN: EXISTING 21" LINE IN THE PROJECT AREA. PROPONENT: CITY OF TUKWILA LOCATION OF PROPOSAL, INCLUDING.STREET ADDRESS, IF ADDRESS: PARCEL NO SEC/ TWN /RNG.: ALONG E MARG WY S,:;16 AV S TO S 115 ST TO.42AV LEAD AGENCY: CITY OF TUKWILA FILE NO L94 -0048 The City has determined that the proposal ;. does not have a"probable' significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2)(6) This decision was made after review of 'a completed environmental checklist and others information on file with the, lead agency. 'This information is available to the public on request.' ** * *•k * * * * * * ** tit******** k************************* ** * * **ilr *** * ** * ** ** * * * * *•k ** This DNS is issued u der 197-11-340(2). comments must be subrnft_ted by The lead agency ,:.wi l l not;'`act on this prsal.for 15 days from the date below. . Rick Beeler, Responsible Official: City of Tukwila, (206).43.1 -3680 6300 Southcenter Boulevard Tukwila, WA 98188 You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above signature date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Department of Community Development. A F F I D A V I T I, ROBIN R STANLEY O Notice of Public Hearing O Notice of Public Meeting O Board of Adjustment Agenda Packet 0 Board of Appeals Agenda Packet O Planning Commission Agenda Packet LI Short Subdivision Agenda Packet O F D I S T R I B U T I O N hereby declare that: Q Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit XXg Determination of Non - significance O Mitigated Determination of Nonsignificance O Determination of Significance and Scoping Notice O Notice of Action 0 Official Notice El Other fl Other was mailed to each of the following addresses on August 12, 1994 FAXED TO SEATTLE TIME MAILED TO DEPARTMENT OF ECOLOGY SENT TO THE MAYORS OFFICR SENT TO THE CITY CLERK OFFICE SENT TO THE APPLICANT - PUBLIC WORKS Name of Project EAST MARGINAL WAY File Number L94 -0048 CHECKLIST: IliONMENTAL REVIEW /SHORELINE (PERMIT MAILINGS FEDERAL AGENCIES ( )U.S. ARMY CORPS OF ENGINEERS ( )FEDERAL HIGHWAY ADMINISTRATION ( )DEPT. OF INTERIOR -FISH & WILDLIFE SERVICE WASHINGTON ( )U.S. ENVIRONMENTAL PROTECTION AGENCY ( )U.S. DEPARTMENT OF H.U.D. (REGION X) STATE AGENCIES ( )OFFICE OF ARCHAEOLOGY ( )TRANSPORTATION DEPARTMENT ( )DEPT. OF NATURAL RESOURCES ( )OFFICE OF THE GOVERNOR ( )DEPT. OF COMMUNITY DEVELOPMENT ( )DEPT. OF FISHERIES ( )K.C. PLANNING & COMMUNITY DEV. ( )BOUNDARY REVIEW BOARD ( )FIRE DISTRICT #11 ( )FIRE DISTRICT #2 ( )SOUTH CENTRAL SCHOOL DISTRICT ( )TUKWILA LIBRARIES ( ) RENTON LIBRARY ( )KENT LIBRARY ( )CITY OF SEATTLE LIBRARY ( )US WEST ( }SEATTLE CITY LIGHT ( )WASHINGTON NATURAL GAS ( )WATER DISTRICT #75 ( )SEATTLE WATER DEPARTMENT ( )GROUP W CABLE ( )OLYMPIA PIPELINE ( )KENT PLANNING DEPARTMENT ( )TUKWILA CITY DEPARTMENTS: ( )PUBLIC WORKS ( ) FIRE ( )POLICE ( )FINANCE ( )PLANNING ( )BUILDING ( )PARKS AND ORECREATION ( )TUKWILA MAYOR ( )DEPARTMENT OF SOCIAL & HEALTH SERVICES ( )DEPT. OF ECOLOGY, SHORELANDS DIVISION ( )DEPT. OF ECOLOGY, SEPA DIVISION* ( )DEPARTMENT OF WILDLIFE ( )OFFICE OF ATTORNEY GENERAL *SEND CHECKLIST WITH DETERMINATIONS AND *SEND SITE MAPS WITH DECISION RING COUNTY AGENCIES ( )KING COUNTY DEPT. OF PARKS ( )HEALTH DEPARTMENT ( )PORT OF SEATTLE ( )BUILDING & LAND DEV. DIV.- SEPA INFORMATION CENTER SCHOOLS /LIBRARIES ( )HIGHLINE SCHOOL DISTRICT ( )KING COUNTY PUBLIC LIBRARY ( )SEATTLE MUNICIPAL REFERENCE LIBRARY ( )SEATTLE SCHOOL DISTRICTS ( ) RENTON SCHOOL DISTRICT UTILITIES ( )PUGET SOUND POWER & LIGHT ( )VAL -VUE SEWER DISTRICT ( )WATER DISTRICT #20 ( )WATER DISTRICT #125 ( )CITY OF RENTON PUBLIC WORKS ( )RAINIER VISTA ( )SKYWAY CITY AGENCIES ( ) RENTON PLANNING DEPARTMENT ( )CITY OF SEA -TAC ( )CITY OF SEATTLE ( )CITY OF BURIEN ( )TUKWILA PLANNING COMMISSION MEMBERS ( )TUKWILA CITY COUNCIL MEMBERS OTHER LOCAL AGENCIES ( )PUGET SOUND REGIONAL COUNCIL ( )P.S. AIR POLLUTION CONTROL AGENCY ( )SW K.COUNTY CHAMBER OF COMMERCE ( )MUCKLESHOOT INDIAN TRIBE ( )DUWAMISH INDIAN TRIBE MEDIA ( )DAILY JOURNAL OF COMMERCE ( )VALLEY DAILY NEWS ( )METRO ENVIRONMENTAL PLANNING DIV.. OFFICE /INDUSTRIAL 5,000 GSF OR MORE RESIDENTIAL 50 UNITS OR MORE RETAIL. 30,000:GSF:OR MORE.. ( )HIGHLINE TIMES, ( )SEATTLE TIMES („, PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section Applicant Other agencies as necessary (checked off on attached list) Include these documents: SEPA Determination (3 -part form from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Dlstribution (notice was mailed & sent to newspaper). SHORELINE MAILINGS Notice of Application: Notice of application for a substantial development Permit must be mailed to owners and to property owners within 300 feet of subject property, prepare an affidavit of publication, and publish two consecutive weeks with deadline for comments due 30 days after last newspaper publication date. Shoreline Permit: Mail to: (within 8 days of decision; 30 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General Applicant Indian Tribes Other agencies as necessary (checked off on attached list). Include these documents: Shoreline Substantial Development Permit (3 -part form from Sierra) Findings (staff report, if applicable) Shoreline Application Form (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements Cross - sections of site w /structures & shoreline Grading plan Vicinity map SEPA Determination (3 -part form from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed & sent to newspaper Affidavit of Publication (notice was published in newspaper). Boeing Co. PO BOX 3707, M/S 1F -09 Seattle WA 98124 Bruce Sieger Boeing Co. PO BOX 3707, M/S 46 -84 Seattle WA 98124 Joyce's Final Approach 9100 E. Marginal Way S. Seattle WA 98108 -4028 Miller Manufacturing, Inc. 9120 E. Marginal Way S. Seattle WA 98108 -4028 Yuki Nelson Museum of Flight 9404 E. Marginal Way S. Seattle WA 98108 -4097 Rilu, Inc. 10016 E. Marginal Way S. Seattle WA 98168 -1802 Credit Union of the Pacific 10200 E. Marginal Way S. Seattle WA 98168 -1831 Evelyn J. Schuehle Fernando's 10315 E. Marginal Way S. Seattle WA 98168 -1803 Jorgensen Forge Co. 8531 E. Marginal Way S. . ' Seattle WA. • 98108 -4018 1'aul Seely Boeing Co. P.O. Box 3707, MS 14 -49 Seattle WA 98124 -2207 WSDOT 8900 E. Marginal Way S. Seattle WA 98108 -3830 Royal Machine Tools, Inc. 9110 E. Marginal Way S. Seattle WA 98108 -4028 Rap -I -Form 9130 E. Marginal Way S. Seattle WA 98108 -4028 Richard Beckerman Museum of Flight 9404 E. Marginal Way S. Seattle WA 98108 -4046 H & M Associates III c/o G &M Investments 510 Rainier Ave. S. Seattle WA 98144 Northwest Auto Wrecking 10228 E. Marginal Way S. Seattle WA 98168 -1845 Associated Grocers 10430 E. Marginal Way S. Seattle WA 98188 rJorgensen Forge Co. % Webb Cooley Co: PO Box 800907 Dallas TX 75380 Matt Ivers Kenworth Truck Company 8801 E. Marginal Way S. Seattle WA 98108 -4045 Rainier Industrial & Supply 9026 E. Marginal Way S. Seattle WA 98108-4026 Langendorf Baking Co. 9112 E. Marginal Way S. Seattle WA 98108 -4028 Designer Services 9134 E. Marginal Way S. Seattle WA 98108 -4028 Joe's Auto Service 10230 E. Marginal Way S. Seattle WA 98168 -1845 Robert Massa Annex Tavern 10225 E. Marginal Way S. Seattle WA 98168 -1803 Northwest Freight Handlers 10530 E. Marginal Way S. Seattle WA 98168 by Satellite 10625 E. Marginal Way S. Seattle WA 98168 -1805 Regan's Towing 10710 E. Marginal Way S. Seattle WA 98168 -1930 Maria Medica 10802 E. Marginal Way S. Tukwila WA 98168 -1932 Eastern Electric 10831 E. Marginal Way S. Seattle WA 98168 -1931 Janco United, Inc. 10838 E. Marginal Way S. Seattle WA 98168 -1990 Tuxedo's Cafe 10990 E. Marginal Way S. Seattle WA 98168 -1933 Ben- Ko -Matic Jim Theda P.O. BOX 20698 Portland OR 97220 Seattle Jaycees Bingo 11030 E. Marginal Way S. Seattle WA 98168 -1935 Farwest Taxi 11180 E. Marginal Way S. #200 Seattle WA 98168 -1943 Auto Control 11180 E. Marginal Way S. Seattle WA 98168 -1943 Checker Deluxe Cab 10710 E. Marginal Way S.. Seattle WA 98168 -1930 ' Carl Speiler, Manager Checker Auto Sales 10710 E. Marginal Way S. Seattle WA 98168 -1930 Kinzler Residence 10808 E. Marginal Way S. Tukwila WA 98168 -1932 Paramount Supply, Inc. 10832 E. Marginal Way S. Seattle WA 98168 -1932 Savolite, Inc. 10848 E. Marginal Way S. Seattle WA 98168 -1932 Truck Trailer Sales 11001 E. Marginal Way S. Seattle WA 98168 -1997 Ben- Ko -Matic Ben- Ko -Matic 11022 E. Marginal Way S. Seattle WA 98168 -1935 . Davis Enterprises 11030 E. Marginal Way S. Seattle WA 98168 -1935 Larry Norton Auto Repair 11180 E. Marginal Way S. Seattle WA 98168 -190 Jeff Winter King County Airport P.O. Box 80245 Seattle' WA ' 98108 -- McConkey Development 4040 168th Ave. NE Redmond WA 98052. Nicewonger Co., Inc. 10825 E. Marginal Way S. Seattle WA 98168 -1931 Custom Gear, Inc. 10834 E. Marginal Way S. Seattle WA 98168 -1932 Evergreen Food Services 10849 E. Marginal Way S. Seattle WA 98168 -1931 Bernard Imports 11020 E. Marginal Way S. Seattle WA 98168 -1935 Seattle Police Athletic Assn. 11030 E. Marginal Way S. Seattle WA 98168 -1989 J.L. Repair 11180 E. Marginal Way S. Seattle WA 98118 -1943 Ingersoll -Rand Equipment 11222 E. Marginal Way S. Seattle WA 98168 -1996 Roof Doctors 11269 E. Marginal Way S. Seattle WA 98168 -1953 Archie & Pauline Carrossino 2305 S. 120th Seattle WA 98168 Sea -Tac Ford Truck Sales 11000 Pacific Hwy S. Seattle WA 98168 -1998 TEC of Seattle 11017 Pacific Hwy S. Seattle WA 98168 -1941 Sandstrom Plumbing & Heating 11063 Pacific Hwy S. Seattle WA 98168 -1941 Peerless Corp. 11210 Pacific Hwy S. Seattle WA 98168 -1945 Triad Machinery, Inc. 11210 Pacific Hwy S. Seattle WA 98168 -1945 A.W. Richter The Boeing Company P.O Box 3707, MS 3U -84 Seattle WA 98124 -2207 Neuss P D 4917 S. 112th St. Tukwila WA 98178 -2025 Yellow Freight System 11231 E. Marginal Way S. Seattle WA 98168 -1953 Dave Schreck American Transport, Inc. 10835 Pacific Hwy S. Seattle WA 98168 -1938 System Seven Repair 10835 Pacific Hwy S. Seattle WA 98168 -1938 Six Robblee's, Inc. 11010 Pacific Hwy S. Seattle WA 98168 -1942 Alaska Sheet Metal 11063 Pacific Hwy S. #A Seattle WA 98168 -1941 George Brazil Services 11063 Pacific Hwy S. Seattle WA 98168 -1941 Peerless Corp. 18205 SW Boones Ferry Rd POB 447 Tulatin OR 97062 Ace Electric Service 11234 Pacific Hwy S. Seattle WA 98168 -1945 Joyce H. Harris 5001 S. 112th St. Tukwila WA 98178 -2026. RJ & Magda Torghele 11245 E. Marginal Way S. Seattle WA 98168 -1953 Mr. & Mrs. A B Speed 13229 Des Moines Way S. Seattle WA 98168 Puget Sound Tire 11011 Pacific Hwy S. Seattle WA 98168 -1941 White Center Sewing/SOS, Inc. 11063 Pacific Hwy S. Seattle WA 98168 -1941 Int'1 Mech. Aid Foundation 11063 Pacific Hwy S. Seattle WA 98168 -1941 Holiday Inns Operations 11244 Pacific Hwy S. Seattle WA 98168 -1999. Haapla & Haapla 10230 E. Marginal Way S. Seattle WA 98168 Draper Machine Works 5009 S. 112th St. Tukwila WA 98178 -2026 Susan Usher 2295 Arcadia Dr. Anchorage AK 99517 Rhone - Poulenc Inc. c/o Gail Morris P.O. Box 80963 Seattle, WA 98108 Audrey Hanson Seattle Water • 710 Second Avenue, 10th Fl. Seattle, WA 98104 Anna Josie 10035 E. Marginal Way S. Seattle, WA 98168 Johnston D.A. 4110 S. 114th St. Tukwila, WA 98168 -1917 Derodas Antonio 3910 S. 114th St. Tukwila, WA 98168 -1913 Twentieth Century Dev. 3112 E. Harrison St. Seattle, WA 98122 Thomoson Leona 3914 S. 115th St. Tukwila, WA 98168 -1919 Fred Knack P.O. Box 68848 Seattle WA 98168 John Crull Boeing Co. P.O. Box 3707, MS 6Y -59 Seattle, WA 98124 -2207 Boeing Nowell & Scheumann P.O. Box 3707, MS 1F -09 Seattle, WA 98124 Bob Schwartz Seattle Water 710 Second Avenue, 11th Fl. Seattle WA 98104 Suburban Propane 10823 Pacific Hwy. S. Seattle, WA 98168 Gaviglio Albert Sr. 4008 S. 114th St. Tukwila, WA 98168 -1915 Gaviglio Albert 4008 S. 114th St. Tukwila, WA 98168 -1915 Boatmen's Trust Co. % Richard F. Jones P.O. Box 14633 St. Luis MO 63178 Kevin Hanan, Prop. Mgr. Brinton Business Ventures 3161 Elliot Ave. DPT0909 Seattle, WA 98121 John Roach 3720 80th SE Mercer Island, WA 98040 Val Vue Sewer District P.O. Box 68063 Seattle, WA 98168 Tustison Kent 4023 S. 114th St. Tukwila, WA 98168 -1914 Burkey Rexton 3938 S. 115th St. Tukwila, WA 98178 Hoffman Stanley 3924 S. 114th St. Tukwila, WA 98168 -1913 Hooser.Daniel 11025 1th Pl. S. Seattle, WA 98168 Dingle Helen 4115 S. 114th St. Tukwila, WA 98168 -1916 Thomson Joel P.O. Box 4214 Seattle, WA 98104 Fierline Shelley M. 4208 S. 115th St. Tukwila, WA. 98168 -1963 Gilligan John 4210 S. 115th St. Tukwila, WA 98168 -1963 Sala Arthur L. 11624 40th Ave. S. Tukwila, WA 98168 -1906 Hellstrom Dillon Prop. 211 NW 44th Ave. Seattle, WA 98107 Decker Dean 11520 42nd Ave. S. Tukwila, WA 98168 -1959 • 1 25 20 15 10 5 0 I.E. %AVM --vs STA. 554. / I 1\1 1 I \ .74 I n I I , i I JOE CAROSINO 11 11269 22 1\ NA •RGHELE 111245 — —15- ASPHALT 57' '..02 S. 1 1 H 4. BEND WEB Pear - RESTORE LANDSCAPING REIUSIS • /r RED RIGINAL CONDITION 2 el' Ir. — 14119"..".4.: R k / '--.. ---.._ k I.E. 5.5 / • / 414 -4 / IV s'''' 7 es N , SID • RCEUPRLABC. EANEDX 4CSIN/CT;ER ----2o — ---' / PER DETAIL — / / 2.) k CONTRACTOR SHALL BE RESPONSIBLE FOR V) NOT DISTURBING EX POWER PI4ES rt. Iv LE 3.5 p / AS REQUIRED (TYP.). k / $4 / k itt 17.7 / 4 /..... R .--.7 i S I. 3.7i / • ' .1/ '///// iffrt.INALAIE lis.B11-"4-1151- - LOOTING GROUND NEW Wit( soMN 154+50 55-1-00 55+50 3-00 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER- c 400 by digt, 111510ned drawn checked Prof 110 prof die held 5k To gaga logtemning Planning aux-Toying Dare esnsitnnnal/ Associates Consul imperil. InC. IalaCLAHD. WA 1111033 (2041) 827-2014 R 19. I.E. 3.2 RECEIV JUN 2 7 1994 aOMMUNIT DEVELOPME 5+00 EAST WATERM, PLAI STA /o JOE CAROSINO 11269 vl 1 I , 1z 1 11"k I /1 i L (/221 NA 'I}TMY Ik �RGHELE 111245 YELLOW FREIGHT SYSTEM 11231 M 0R 7 DUCTS k —Y0 —POWER N5I F RESTORE LANDSCAPING A ORIGINAL CONDITION 12 SS REQUIRED • • s, ,/� - *ME; / �. a 5 n, it n..,; / \ k LE. 5.5 / �f �� • / C T,LER - -SO�_1/ k CONTRACTOR SHALL BE RESPOISIBLE FOR NOT DISTURBING EX POWER PI(.ES AS REQUIRED (TYP.). 12'SS LE 4▪ .4 ,r. �REPLACE EX SID CURB. AND C� PER DETAIL — CB RDA 23.12 I.E 3.5 �y /Nk / / /ry0 / / o; ," 1-$o0 UTILITIES AREA 424 -555 10 R R 19.2 I.E 3.2 / Mxx2' MXX r MXX 3/4' MXX 1- '•k k INGERSOLL RAND /E.A. HALBERG 11222 a ti ti GRAPHIC SCALE 4 k (mMT1 n 1 Inch - E0 ft. 1 j 1 RECEIVED .Jt 2 71994 !_ .................COMMUNITY ........_........_.._..;l+ DEVELOP MEN ' :n ,a PT. by date designed drawn checked prof en0 prof o1r held bk nc NIN gaaInurley Planning Sur.sylns Penhallag on Assocletes Consulting Engineers. Inc. 750 SOttlf StkEET'b01JTft SU= 100 KIRK AND. RA 95033 (205) 527 -2014 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 0 +00 TO STA 6 +70 no Sate revisions . file no scale data SKAGEN MARINE 10625 0 MAST STA 35 +83.75 PHS TA 180 +00 (BAR) d N dci STA 26 +17.32 so w REMOVE & REINSTAL RECONNECT BORE PIT \ 21" W R� C.ONTRACTOR SH L BE RESPON 6` AS RE�RED (TYP. POWER Psi \ I _ \ • I.E. \ 6.16 SI ©1 d EXISTING c IDuN0 NEW WATER MAIN 125 +0Q PUBLIC WORKS DEPT. - ENGINEERING - STREETS - WATER- SEWER - designed dram checked prof eng prof de. fleld hk no N n 2 wg� 26+ >n 4 0 37 00 by dote R DE tostneerins Planning Surveying Panha11s on Aasoclet.a Consultl lnaara, Inc. 0 IORXWID. •A 00033 Om) 017-8014 EAST WATERty PLl STA 22 / t riO's" / I.E. 11.22 E SKAGEN MARINE 10625 EAST IVUURIBINAL WAY NO. ROA 15.1 WM 15.18 RIM 15.34 I.E. 13.35 8 .35 12 STA SD 1 • T T •■• 35+83.75 (PHS) TA 180+00 (BAR) RIM *885 I.E. 13.12 1/ 11 12 NEW WATER MAI XSTA 26+17.32' = STA 180+85. (BAR) se_ RIM 14.80 LE. 1148 W LE. 12.35 .■ LL 11.7 v (0 :2 JACK a BORE BORE PIT 51C CO RDA 15.0 ,57 , I.E. \b. ,1CONTRACTOR SHgr. BE 'RESPON SI NOT,DISTURBINO EX. POWER PAtE AS REQUIRED. 4.91 / If CO In ;-.-X--4 CI3 I.E. if.'3n2 fl .. . —n- --- R1- 1.. M .. . .1-1 1:..g_1 6 . . - .. .„ -- ..-.....„- ...... --,:-....-.., -- . - .....- . .. .....- .. .-,.,—.. _ .H_______ -_ ..- __ - -- ----- - -..--::-- :: 4 .l' i .----- .....------ "r-IX 0 / \iso 13.58 Rs 12.215 W / / / so tr. 44b • , 1 1/ . ©- 41 —4— -I' GRAPHIC SCALE 18 IS 141 ( ) lack 20 ft 3 IL D rr by date designed drawn checked proj eng proj do- field bk no InglaRerlog Planning SurvoyIng PschatinElteers, Inc. 0 3 sTR 3 00 1URRIA113. WA 06033 (206) 827-2014 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 23+50 TO STA 39+00 no icte revisions (11 e 39-0 /49 f no Seale dote V DUWAIV111114 RIVER RIM 15.2. c5 I.EEgg. 122222.25 N RIM 15.37 I.- 1?.B6 N 0 RIM 15.46 NAST MARGINAL WA 2's II, 2•S` i 12' ( T T 12' T • 12 159' 2- �tl 40 5111 I.6. e W 1 .21 9.56 N 11.21 E I.E. 10.04 S 7.76 W to RIM 15.9 I.E. 13.14 E RECONNECT i1.6. 13.51 E RIM 1 LE. 10.35 M LE. 10.42 NEW MAIN es RIM 1 0 I.E. 10.73 E I.6. 10.65 2 21 21'W RIM 14.49 I.E. 11.72 N I.E. 11.6e s I.E. 11.74 W 42 RIM 15.24 I.E. 10.29 W I.E. 10.53 S I.E. 10.37 E "E SD- ._tY S0' max— /ASSOCIATED GRO( 10450 2 0 15 0. 0 a 777.- 777777 10 HEW: AI 4 NEW °MAIN. • . • 1a II PUBLIC WORKS DEPT. —ENGINEERING—STREETS—;WATER—SEWER—PARKS—BUILDING- by dote designed drown checked prof en prof d1r ellIMENOW fled 6k no Engineering Planning Surveying PsnAalls on Aaaocletaa Conaultl En Inners. Inc. KIRKLAND, WA 55035 (50e) 827 -2014 COMMt EVE r1 EAS' WATER STA DuWA1V■111111 RIVER GRAPHIC SCALE 10 m 40 ( D, FEET ) 1 Inch 20 ft reels 110 SD- T 50 12 12 1 12' 12 x 59..��.. -� -11 12 2" 44 43 C9 RIM 15. I.E. 12.90 E 11 6111 15.2 b0 I.E. 11.21 14 E I.E. 10.04 5 7. 6 11 -1/4' BEND RECONNECT es R01 15.50 I.E. 12.24 W I.E. 12.25 E irvi R14 14.49 I.E. 11.72 N I.E. 11.66 5 t.E. 11.74 W RW 1 10.1.0165 10 10. 1 D6 5 ASSOCIATED GROCERS 10450 C8 RIM 14.72 I.E. 11.91 N I.E. PLUGGED W / 1 ASSOCIATED GROCERS MAIN ENTRANCE N^ 0 COMM UN tT BEVEL- OPME T Enelneorine Planning Surveying Penhellegon Associates Consulting Engineers. Inc. 45o sl%T!t S7REET 5014 11 SUITIE €00 IIRK1AND. RA 98055 (206) 827 -2014 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 39 +00 TO STA 44 +50 revisions fee no scale dote /4 OLIWAMINIIH 0 0 00 0 0 PUVER 0 CO I.E. 0,24 3.92 0.14 --* .4- 1b. ..4 SO 12 - • - 3 4 SD 12. --- • -e• UOP CB I.E. 12.75 E 09 15.13 LE 12.01 W I.E. 1.112_1_ 21 W A° 46 ce L Ett 1E60 E 1. 42' SS 2.5 42 SS 440. ,/ 10.53 N ? a 152 ce I.E. 11.93 W I.E. 10.82 N I.E. 10.4e SO Ca LE. 10.35 11 I.E. 10.24 S I.E. 11.41 W Ca on I.E. 12.19 W 55/84 i4" V/ ..---------. e‘ -%1 , 4i,•/./ .' ./- -0- \° 11------so 1r ,,./ --;ers 4!L-------------- 47 48 14.29 44 AN NEW . MAIN Ca all 14.1e LE 11.4f W LE, 11.37 E STA 411+411, 50.6'RT 14 I 4S* 11E1_41_ 21"W '.9.> 21'W 12 Mier/%199- 11- 2-51:1-7,0 I.E. 11.05 VI .E. 9.53 14 LE. 9.91 4f SS SO LE 7.47 11 I.E. 9.43 11 LE 0.79 E LE 9.52 1.0.0.79W --• CO Pik 13.74 LE. 10.55 5 MAST MAP4I1AI. WAY 1.1•Umeal. !IMPOSED RADE 14 STA 48+61, 62.6.RT - 45 BEND Mainitta 1-100-424-5555 LNO CROUNO 1 1 --- 5+00 --------- ----------- _ NEW MAINZ --------- 6+00 F 7+00 48+00 r PUBLIC WORKS -ENGINEERING-STREETS-WATER-SEWER-- DEPT. by dote designed drawn checked proi eng pro., dr 1004 Id PC /MP Iggirsiterted Planning Surveying ceeihhangiemornartArrufAs 1091941ND, TA 90033 MO 927-3014 EAST WATERt PL STA 44 co •11.1 13.52 LC 0.24 011 No ( ANNEX TAVERN 10325 • FERNANDO RESTAURANT 10313 0 <3. GRAPHIC SCALE I5 8 ( SI UT) 1 Ineb SO ft 28 q13 c8 RIM is.os I.E. 12.19 e, reqt 1 1 4\ 4 7 CP 42' I cit R1L1 14.18 LE. 11.41 9 LE., 11.37 E 11, NEW MAIN T 48 ,1. 3" USW ---•■••—••••.— STA 48+48, 50.8•RT 45• IlEt_n_ 21"W :21"W 1 v I.E. 7.47 N I.E. 9.43 1.0. 0.75 E M. 9.52 2 LE 0.78 W 13.41 11.05 91 1.63 11 1.51 09 LC 125; 2 NAST MAMMAL WAY m '61 10) 0 0 O. 1 0 0 STA 48+81, 82.81RT a REND JOE'S AUTO SERVICE CONTRACTOR SHALL RE RESIRNSIIKE FOR NOT DISTuROINO EX. POWER POLES, TYP. trienint 1-8 —424— 555 FACTORIA AUTO SALES 0.151)50 0110UND ; NEW MANI 47+00 JU DE\ 27 94 MMU 1TY 'ELOP ENT L 48+00 9+00 FO CONSTR CT+ s 11 :PT. by date designed drown checked prof eng proj dir field k no Peahens Ignitneening • Plasalang Surveying on Assooletes Consul Ell !neer& Lao. ' 4 5.l • SISK1AND, SA 90053 (208) 827-.0014 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 44+50 TO STA 50+50 110 int, revocions 50-5 OOP file no scale date EXISTING VEGETATION 25 — 20— 15— 10 — —5 RECEIVED JUN 2 71994 COMMUNITY DEVELOPMENT DUWAMISH RIVER j ORDINARY HIGH WATER 40' SO. 115TH STREET •s 0 60' RIVER ENVIRONMENT LOW IMPACT ENVIRONMENT SNM Isalmewfag r an. Iftruglag zirAmTmatafte Consutttai ingimenr, ICIPZLIXD. (SOS) 1271 -1014 SOUTH .115TH STREE? ....: .. (... _:. • SO. 1 1 5TH ••■■■•••• .m.■■■• ■■• •■•■ wow/. WATER 0 .." \••••••■ ...... • ■•••**** 60' IMENT LOW IMPACT ENVIRONMENT • EXIST. GROUND . 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GROUND LINE 60' RIVER ENVIRONMENT LOW IMPACT ENVIRONMENT :.1.'- — 20 15 -10 0 10 1 inch. us' . : 20 ft. horiz.,: 1 inch a : 10. tt; verk EAST MARGINAL WAY SOUTH TYPICAL SECTION VICINITY OF STA. ,40. +00 TO 44+ SECTION C • EXISTING VEGETATION 20 - 15 - 10 - 5-. o- -75 RECEIVED JUN 2 7 1994 COMMUNITY DEVELOPMENT DUWAMISH RIVER A/ EAST MARGINAL WAY ORDINARY HIGH WATER 40' EXIST. GROUND LINE 60' RIVER ENVIRONMENT . LOW IMPACT ENVIRONMENT:... LQFP IlloglammAins Planning Penbaneglia Assootatsa Consulting Siginoors, o. gitrz-triamr stftrm suns soo =nm WA NM 000 417-3014 EAST MARGINAL WAY SOUTH `-- - - -- - -- - - EXIST. GROUND LINE EAST MARGINAL WAY SOUTH -- 20 -15 WATER WENT 60' LOW IMPACT ENVIRONMENT EAST MARGINAL WAY SOUTH 11602 itik;\11 \ OUTFALL NOT FOUND - BURIED UNDER RIP RAP I.E. 7.8 1 ;.02 I.E. 15.4 I.E. 15.2 I.E. 8.8 1 woo Jai /� x / I /// // tel / te9 ` 0 NO / i I P �! �1► _ 1 / �/ %e. " " r RoP n OIL -ONE i •\ / i I I %�' ' \_ 4204 I I / 18 :3 ! l I ft/ l l �,�jj / I 1 ■ t1. X1s�� 1 ./ 4 "- le\ I II II I I -.404% 113 III ��— . ,1 \.__.t. ,I, 1.11 BEPGCE WICK, • 25 20 15 10 OMNI VEL 38.00 - ENGINEERING- STREETS - WATER- SEWER- Engineering Planning Surveying Penhalle on Associates Consulting Engineers. Inc. 'lily 5511 s0UTN -s1n7R s00 ICSAANE. RA 11083 (101) 117 -10*4 EA' WATE ST OUIFALL NOT FOUND - BURIED UNDER RIP RAP I.E. 7.8 s GRAPHIC SCALE w w • oe �l11°0i ) 1 tea 20 ft. 20.9 BEND • �� yr S W 2T - ! I WACK, ET L _ \_22 -1 /r 1� /! 7;;i ND if HE TROM & DILLON �,. PROPERTIES 4204 .,� ■ I 1 11 ,,3 BALL `i IOWA ' 1.•111W-424415.1 .140 `\ 02 / 1414 -- 70 111 5N040. 0200140 ....... .....:... •.. NEW vt tER MAIN 37 00 :....:....... oOMIVjUN1iY PEVELOPMC 38 +00 • T • by data designed . drawn checked prat eng prof tir TMId bk no Engineering Planning Surveying Psnhell• on Associates Consulting Engineers, Inc. '78o 21X111 STEELY 2OU121 8tJEtE 200 gIREIAND, WA 00039 (200) 227 -2014 39. 00 P s EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 0 +00 TO STA 6 +70 8": = 20':18 40 +00 File no Mktg 110 dete revlsbns dste u 3 F u 0 o- F VI 11311.1WAIMMIN4 vw LE 15.6 — ....................... to ........ ,t1---.. 3' CM OF ALIC 43 POWER PO 52 , N -- -- 54 --, \ N 54 - --- N \ \ \ ‘ N....._ '.."...,. N \''', .....N ...... ■ ...,... --... --- 82 ...... .--- -..... N -.•••■• ..... —64 •••■ ...'■ N ....''N '.N... N. 25 20 15 10 5 0 40 .......... UND & SPAIN 4014 11. ------------------------------------------------ 0 .•••• IT1 eg.n. NEW WATER MAIN 00 41 00 42 PUBLIC WORKS DEPT. –ENGINEERING–STREETS–WATER–SEWER- by Ilestanad dread Chocked proj Clot proj field Mt data 4. R DE IV . 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(TM). x19.5 REINSTALL x20.6 ro 48 x21.0 195 x X18.6 20 15 10 5 L._ 20.6 X irgSV-V41111V5P ---- — — NEW WATER MAIN 20.4 .17[; EXISTNG OUND 4460 45 00 46-00 PUBLIC WORKS DEPT. —ENGINEERING—STREETS—WATER—SEWER- IP_ &nosed drawn checited e0.1 •40 proJ dr fled Ali so 471-00 RECEIV JUN 2 7 1994 IQQMIVIUNIT EVELOPME T 48+00 by ANEP Ibigineffling Pinioning Surveying Penn ingeifile onerrgagnufrinAs onsui 04r• Zne• ISISCLAND, WA 11033 (SOS) 1117-1014 ----'•••••1111111111L EAST WATERN1 PU STA 44 I.E 10.3E DI.IWAINMN RIVER SSIIN -IEfI 1 . LE 11.7 so GRAPHIC SCALE M M el ( Dl FUT ) 1 Inch - 50 h. LE. 14.4 % LE. 17.5 N LE 10.5 5 2 REMOV REINSTALL X20.6 SION. X 19.7 \E. 17.e X 20,6 X 20.6 P -400-424- 18.6 X NEW WAITER MAIN 20.4 v x20,6 COMIC cI OUNO __.._......_...._...._ ...._.mil -• -.4 -- ...1�- ._.- RE0EIV' ') JUN 2 71994 QOM UNIT EVEL PMENT i ■■ 20.5 X 21.2 4400 48 +00 P p OT FQR CONS .RUC 49 +00 n 1 w 1' Q20'H WN 49 +30 T by date designed drawn checked w'oJ eng prof dr• fwld bk nc J Engineering Planning Surveying Penlsallegon Associates Consulting Engineers. Ina. 450 511tH eTAit? SOVTH SUITE 500 KIREIAHD. RA 05053 (Doe) 557 -1014 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 44 +60 TO STA 49 +30 no late revisions File no scale date I.C. 14.4 DUWAINMF1 /+MVW LE 10.7 x 203 moo, 4ISrH '�- - � . f/ LE. 176 N \� LE 18.5 5 .�•4titt 40— y`.� ` - -�� X �� Ina X x20,2 20,3 \ D 19.6 02 r X 20.9 I 20.6 REMOVE & REINSTALL X - "STOP AHEAD" SIGN 20 REM�3VE; txVE-st REPLANT EX. TREE E 18.0 X21.1 20 15 10 R CEI I 494-30 27... IMMUI ELOP VI 94 IT 2 +00 date PUBLIC WORKS DEPT. —ENGINEERING—STREETS—WATER—SEWER- field WK Naglawniag Planning Limning P1nhsIUlon Aasoa1... Conrultlnd Lbfln*ors. kw. 783 iR t;atltlANO. WA 11033 (101) U7 -1014 EAST WATERI PL STA 41 1131ANAMNI11141 RIVE GRAPHIC SCALE 11 r IS (01 ROT) 1 inch - ro ft iris 0\ /-� \C////// 19.6 1110. 1111TH x 20.1 N re REINSTALL ID" SIGN 2 x 20 52 • 1r1=4) Y0 20.1''. _ _ f } �___Q (7 D X _ -- _..Sal 20.6 -!Y� 1ru RMOVE• SAV_ 53 Tt R PLANT EX. TREE 54 20,5 REM VE gAVE& REPLANT EX. TREE >F— REMOVE IIR REINSTALL BUS STOP SIGN 20.9 21.2 • NATTLU xR"0" 20.2 / x \ 20.2 !i 16-20.7 _,,— a \` REMOVE & REPLACE X CONC SIDEWALKS, CURB, 20.1 PER DETAIL _ 1- ---- - - - - -- - -- 2 +00 R CEIVE 27 94 ..DE IMMUNITY ELOP ENT- 'T • by date designed dram checked prat Ong prof dlr NIA bk no engineering Planning Surveying f!p, ii jon Associatss Consultln/ i'ntlnesrs. Inc. 750 SIX'fit �7 kt SOofli Si1R= Sob [SIIRAND. WA 08053 (506) 657 -5014 1 N R STRUCfi10 54 +00 54 40 J EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 49 +30 TO STA 54 +40 110 (late revlsbna fie no scat* date ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: East Marginal Way Watermain Replacement 2. Name of applicant: City of Tukwila Public Works Department 3. Address and phone number of applicant and contact person: Public Works Department 6300 Southcenter Blvd. Tukwila, Washington 98188 (206) 433 -0179 Contact: Ron Cameron 4. Date checklist prepared: June 1, 1994. 5. Agency requesting checklist: City of Tukwila. 6. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated to begin in August of 1994 and conclude in February of 1995. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Following construction of the water line there are plans for widening and itnproving East. Marginal Way South from the Boeing Access Road/Pacific Highway South intersection to the north Tukwila city limit. The existing roadway will be widened to provide one additional 12 foot lane northbound from the Boeing Access Road to South Norfolk Street and southbound from South 92nd Pace to South 96th Place. Proposed RECEIVED JUN 2 71994 COMMUNITY DEVELOPMENT 1 improvements include: cement concrete curb and gutter; 6-foot sidewalks; signalization (including interconnect and coordinated signal control); signing; pavement marking; storm drainage; utility adjustments; landscaping; and transit facilities as necessary. Also included are improvements to East Marginal Way South intersections at Boeing Access Road; South 104th Street; South 102nd Street; South Norfolk Street; South 96th Place; South 94th Place; South 92nd Place; South 90th Place; South 87th Place; South 86th Place; and South 81st Place. Intersection improvements on East Marginal Way South will be designed to meet urban industrial design standards. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Limited Environmental Assessment, prepared by GeoEngineers for roadway improvements along same portions of East Marginal Way South, May 1994. Report, Geotechnical Engineering Services, Proposed Improvements, East Marginal Way South, Tukwila, Washington, May 6, 1994, prepared by GeoEngineers. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain: No applications are pending. 10. List any government approvals or permits that will be needed for your proposal, if known. Shoreline Substantial Development Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposed project includes construction of approximately 17,000 feet of 16" ductile iron water line including cross ties and connections to, and replacement of existing services. This new waterline will provide services to customers currently served by an existing 21" line in the project area. The 21" line has been determined inadequate for future distribution service to the area. The new line will be constructed along either edge ofEast Marginal Way South between 16th Avenue South proceeding 2 southerly to South 115th Street and continuing east along South 115th Street to 42nd Avenue South to tie into the City of Tukwila's existing system. 12. Location of the proposal Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The proposed water line will extend along East Marginal Way South from 16th Avenue South southerly to South 115th Street and continue easterly along South 115th Street to 42nd Avenue South. The project area is within Sections 28 and 33, Township 24 North, Range 4 East, W.M., and Sections 3, 4 and 10, Township 23 North, Range 4 East, W.M. 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive. The area in which the proposed project lies has not been identified on the City of Tukwila Comprehensive Land Use Plan Map, 1982. However, the proposed project is located near to the Duwamish Waterway shoreline, which has been designated as requiring special development considerations. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountains, other b. What is the steepest slope on the site (approximate percent slope)? 2% on road cross slopes. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify . them and note any prime farmland. Fill soils consisting of fine to medium sand with varying amounts of silt. 2. Air .,.�, d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No indications of unstable soils are evident. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. All earthwork associated with this project will be limited to utility trenching and backf ll. Fill will be imported from an approved borrow site. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. None anticipated. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? All areas within the construction zone will be restored to pre - existing conditions, (approximately 99% impervious). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary Erosion - Sedimentation Control plans will be part of the Contract Documents. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Temporary dust, odors, and emissions from construction equipment will be . generated during construction. b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. No. , c. Proposed measures to reduce or control emissions or other impacts to air, if any: The contractor will be required to provide all appropriate control measures such as street sweeping, adequate mufflers,etc. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River is located directly south of South 115th Street and west of East Marginal Way South. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The project will require work within 200 feet of the Duwamish River. This work will occur along South 115th Street from 42nd Avenue South to East Marginal Way South, along East Marginal Way South from South 115th Street north approximately 200 feet and along East Marginal Way South from Boeing Access Road/Pacific Highway South intersection to approximately 1000 feet north of the intersection. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water to wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions ?. Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runofcollection for this area will not be altered from the existing conditions. The Duwamish River will continue to be the discharge point for all surface runoff 2) Could waste materials enter ground or surface waters? If so, generally describe. Some minor sediment or pollutants generated during construction may enter the Duwamish River. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The contractor will be required to maintain adequate runoff control measures �: as outlined in the Temporary Erosion- Sedimentation Control plans, and in accordance with City of Tukwila construction standards and permit conditions. 4. Plants a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other London Plane _ evergreen tree: fir, cedar, pine, other: shrubs, grass _ pasture _ crop or grain _ wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other _ water plants: water lily, eelgrass, milfoil, other _ other types of vegetation: b. What kind and amount of vegetation will be removed or altered? None. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None. 5. Animals a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, Songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. The Duwamish River is a transportation and rearing area for salmon. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric„ natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Due to the existing industrial land use adjacent to the project site there is a risk of encountering contaminated soils during construction of the project. 1) Describe special emergency services that might be required. All applicable regulations and guidelines concerning the identification, removal, and disposal ofcontaminated material would be adhered to during construction. 2) Proposed measures to reduce or control environmental health hazards, if any: The construction specifications will address measures to be taken by the contractor if the above soils conditions are encountered during the construction phase of this project. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2) What types of levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction activities will cause a temporary increase in noise levels as high as approximately 90 dBA. City code allows construction noise between 7:00 a.m. and 10:00p.m. 3) Proposed measures to reduce or control noise impacts, if any: Noise levels will be controlled by federal, state, and City regulations. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is a principle arterial roadway with improvements being made almost entirely within the public right -of -way. Adjacent properties are industrial and King County Airport property. b. Has the site been used for agriculture? If so, describe. Not recently. c. Describe any structures on the site. Pedestrian undercrossings are located north of South 86th Place and south of 16th Avenue South. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? City street right -of -way. f. What is the current comprehensive plan designation of the site? Principle arterial. g. If applicable, what is the current shoreline master program designation of the site? Urban environment. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The Duwamish River is to the west of the project site and within 50 feet in some areas. i. Approximately how many people would reside or work in the completed project. Not Applicable. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not Applicable. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether 10 high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low - income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not Applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas: what is the principal exterior building material(s) proposed? Not Applicable. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Not Applicable. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not Applicable. c. What existing off -site sources of light or glare may affect your proposal: Not Applicable. 11 . d. Proposed measures to reduce or control light and glare impacts, if any: Not Applicable. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity. The Duwamish Waterway shoreline provides opportunities for bicycling and walking along designated trails adjacent to the river. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not Applicable. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. The oldest airplane manufacturing faciliry in the nation, known as the Boeing Red Barn, is located adjacent to the site. This building is listed as a Historic Structure on the National Historic Preservation Register. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. The first powered flight in Seattle was demonstrated at Boeing Field located adjacent to this project site. The Museum of Flight and the Boeing Red Barn are also located adjacent to the site. c. Proposed measures to reduce or control impacts, if any: The contractor will be required to provide dust control measures such as street 12 ' cleaning to reduce construction impacts to these sites. No significant impacts are anticipated. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Major highways and streets that serve the project site include: Interstate 5, Boeing Access Road, Pacific Highway South, and SR 99. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. METRO currently serves the project site with over 20 signed stops along East Marginal Way South between 16th Avenue South and South 115th Street. c. How many parking spaces would the completed project have? How many would the project eliminate? None. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Asphalt patching of the construction trench will be provided under this contract. East Marginal Way South is scheduled to receive complete road improvements under separate contract immediately following this water line contract. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The proposed project is located adjacent to existing Union Pacific spur lines, which serve some of the adjacent properties between South 94th Place and 16th Avenue South. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None. 13 g. Proposed measures to reduce or control transportation impacts, if any: Not Applicable. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, school, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. Not Applicable. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing service, and the general construction activities on the site or in the immediate vicinity which might be needed. The project proposes construction of a new 16" water line to be owned and operated by the City of Tukwila. Seattle Water Department, Seattle City Light, U.S. West Communications, Electric Light Waves, T.C.I. Cablevision, Washington Natural Gas, METRO, Val Vue Sewer District, and various other private companies have facilities within the project area. Coordination with the various utility companies is occurring as necessary with preparation of the construction documents. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: °FA' a►�l� -� Date Submitted: 14 EXHIBIT A TWO WAY EMERGENCY INTERTIE LEGEND - TUKWILA CITY LIMITS PROPOSED IMPROVEMENTS REQUIRED FOR TRANSFER OTHER FACILITIES SEATTLE FACILITIES TO BE TRANSFERED TO TUKWILA BOUNDARY OF TRANSFER AREA SEATTLE ADDRESSES TO TUKWILA ADDRESSES TO BE SERVED BY TUKWILA: BE SERVED BY SEATTLE: Qi 11333 ® 11307 ® 11321 ® 11225 ® 5015 © 11205 QQ 4460 ® 10404 '�YT�WIIII.A RECEIVED JUN 2 71994 COMMUNITY DEVELOPMENT CEDAR RIVER TRANSMISSION LINES 1,2 & 3 NEW;;`!? WHOLESALE'+ METER GRAPHIC SCALE 0 600 1600 ( IN TOT ) WHOLESALE METER INTERCONNECT TO SEATTLE— TUKWILA SYSTEM �— WD125 METER Penhallegon Associates Consulting Engineers, Inc. RELOCATE AND UPSIZE WHOLESALE METER CITY OF TUKWILA CITY OF SEATTLE TRANSFER AREA .�u - E�ve...+...,.u.......,.w+.l..r AU...�..�.:.dl. v v.. ��...:.:. t..'... +w.a..._>l�..v.,.r...c_.'.ln.:. ._...+.'s..v L94 -0048 CITY OF TUKWILA E. 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AND WORKMANSHIP SHALL_CONF.ORM_TO_THE I i CONTRACT DRAWINGS. 21 CONTRACT DRAWINGS. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS FOR GLULAM BEAMS, PREFABRICATED TRUSSES, AND JOISTS, AND REINFORCING STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 9. 10. 11 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. ._ ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 12 MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENTS PROVIDING STABILITY FOR MECHANICAL EQUIPMENT MUST BE APPROVED BY THE'ICBO OR AN EQUIVALENT TESTING PROCEDURE APPROVED BY THE BUILDING DEPARTMENT AND ENGINEER AND MUST BE CAPABLE OF TRANSMITTING CODE REQUIRED LOADS OF NOT LESS THAN 0.3 X OPERATING WT. OF EQUIPMENT. DESIGN CRITERIA 1. BUILDING CODE: 1991 UNIFORM BUILDING CODE, WITH SEATTLE AMENDMENTS. 2. VERTICAL LOADS ROOF SNOW LOAD 25 PSF LIVE LOAD DEAD LOAD 15 PSF FLOOR 100 PSF 15 PSF 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO X- BRACING AT FOUNDATIONS WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE ON FOOTINGS, AND SLIDING FRICTION OF EARTH. 4. LATERAL WIND LOADS: 80 M.P.H. EXPOSURE "B11 5. LATERAL SEISMIC LOADS (ZONE 3) V = ZICW /RW (BASE SHEAR) Z =0.30 I =1.0 C =2.75 RW =8.0 W =DEAD LOAD I FRAMING LUMBER . 1. FRAMING LUMBER SMALL BE DOUGLAS FIR /LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS; ITEM -FIR NO.2 (OR BETTER) FOR 2X AND 3X JOISTS, AND STUDS; AND DOUGLAS.FIR /LARCH NO. 2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS PS1 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PS2- 92. SHEATHING INDEXES AND THICKNESSES ARE NOTED ON THE PLANS. PROVIDE MINIMUM OF 3/811 EDGE DISTANCE ON ALL- NAILS AND A 1/811 EXPANSION JOINT BETWEEN ALL PANEL EDGES. 3. NAILING SHALL CONFORM TO TABLE 25 -Q OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED .UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. `1 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. 6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5 /811 MINIMUM DIAMETER BOLTS SPACED AT 4811 O.C. MAXIMUM SPACING (EMBED 511 MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. tlArnresArrorrwt NI HUI- CM -11c-7 AT Ac H -tIz J s LZ 9L 0,1.0H -U H 1,74I2L-lel0F,5TW_EIJ - r -usSE-2 (WI ?H ./EN-1-)A e 24'o•G. -(O 17DL1--x Tor Fi-. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) 11. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. G1-0S1- zrr I2IATF ISM (30" 1i H ) c-LOS WJ17I -r -I 11 M u VESTI B,, Fur-. Me.>y FE -I.oIJ SHIP GLO�jE�j' Wor'I I_r1 12,441P FL-0012- PL_AH y�I,11 -p 11 CDE VooE I71APH I - AG-THI NA L INci 15/32 APA F -A ?5r? SNATHIHII % E�cPor7UI - 1; u.rIp2Loc1 -p17 NAIL- PAN5L. 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